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Небесная энциклопедия

Космические корабли и станции, автоматические КА и методы их проектирования, бортовые комплексы управления, системы и средства жизнеобеспечения, особенности технологии производства ракетно-космических систем

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Мониторинг СМИ

Мониторинг СМИ и социальных сетей. Сканирование интернета, новостных сайтов, специализированных контентных площадок на базе мессенджеров. Гибкие настройки фильтров и первоначальных источников.

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Форма поиска

Поддерживает ввод нескольких поисковых фраз (по одной на строку). При поиске обеспечивает поддержку морфологии русского и английского языка
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Применить Всего найдено 4111. Отображено 195.
10-07-2006 дата публикации

БАКТЕРИЦИДНЫЕ КОМПОЗИЦИИ, СОДЕРЖАЩИЕ СМЕСИ ФТАЛЕВЫХ АЛЬДЕГИДОВ, И СПОСОБЫ ПРИМЕНЕНИЯ ЭТИХ КОМПОЗИЦИЙ ДЛЯ ДЕЗИНФЕКЦИИ ИЛИ СТЕРИЛИЗАЦИИ

Номер: RU2005102132A

ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß (19) RU (11) 2005 102 132 (13) A (51) ÌÏÊ A61L 2/16 (2006.01) ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÇÀßÂÊÀ ÍÀ ÈÇÎÁÐÅÒÅÍÈÅ (21), (22) Çà âêà: 2005102132/15, 28.01.2005 (71) Çà âèòåëü(è): ÝÒÈÊÎÍ, ÈÍÊ. (US) (30) Êîíâåíöèîííûé ïðèîðèòåò: 30.01.2004 US 10/769,603 (43) Äàòà ïóáëèêàöèè çà âêè: 10.07.2006 Áþë. ¹ 19 (74) Ïàòåíòíûé ïîâåðåííûé: Åãîðîâà Ãàëèíà Áîðèñîâíà R U (57) Ôîðìóëà èçîáðåòåíè 1. Áàêòåðèöèäíà êîìïîçèöè , âêëþ÷àþùà ðàçáàâèòåëü, ôòàëåâûé àëüäåãèä, è êîëè÷åñòâî èçîôòàëåâîãî àëüäåãèäà äë óñèëåíè áàêòåðèöèäíîé ýôôåêòèâíîñòè ôòàëåâîãî àëüäåãèäà. 2. Ñïîñîá, âêëþ÷àþùèé óíè÷òîæåíèå áàêòåðèé ïóòåì êîíòàêòèðîâàíè áàêòåðèé ñ áàêòåðèöèäíîé êîìïîçèöèåé ïî ï.1. 3. Ñïîñîá, âêëþ÷àþùèé äåçèíôåêöèþ ïîâåðõíîñòè ïóòåì êîíòàêòèðîâàíè ïîâåðõíîñòè ñ áàêòåðèöèäíîé êîìïîçèöèåé ïî ï.1. 4. Êîìïîçèöè ïî ï.1, äîïîëíèòåëüíî îáëàäàþùà êðàñ ùèìè ñâîéñòâàìè, êîòîðûå ìåíüøå, ÷åì êðàñ ùèå ñâîéñòâà êîìïîçèöèè, ñîñòî ùåé ïî ñóùåñòâó èç ôòàëåâîãî àëüäåãèäà, ðàçáàâëåííîãî äî òîé æå ñàìîé êîíöåíòðàöèè. 5. Êîìïîçèöè ïî ï.1, ãäå ôòàëåâûé àëüäåãèä ïðèìåí þò â áàêòåðèöèäíî ýôôåêòèâíîì êîëè÷åñòâå, êîòîðîå ýôôåêòèâíî äë óíè÷òîæåíè , ïî êðàéíåé ìåðå, 1⋅10 6 áàêòåðèé Mycobacterium terrae ïðè êîíòàêòå ñ êîìïîçèöèåé â òå÷åíèå ìåíåå 5 ìèí ïðè èñïîëüçîâàíèè òåñòà ñ áàêòåðèàëüíîé ñóñïåíçèé ïðè òåìïåðàòóðå 20°Ñ. 6. Êîìïîçèöè ïî ï.5, ãäå êîëè÷åñòâî èçîôòàëåâîãî àëüäåãèäà äîñòàòî÷íî äë ïîëó÷åíè ìàññîâîãî îòíîøåíè èçîôòàëåâîãî àëüäåãèäà ê ôòàëåâîìó àëüäåãèäó, êîòîðîå ñîñòàâë åò îò 0,1:1 äî 10:1. 7. Êîìïîçèöè ïî ï.6, â êîòîðîé ìàññîâîå îòíîøåíèå ñîñòàâë åò îò 0,5:1 äî 2:1. 8. Êîìïîçèöè ïî ï.1, äîïîëíèòåëüíî âêëþ÷àþùà áóôåð, õåëàòîîáðàçóþùèé àãåíò, èíãèáèòîð êîððîçèè è ïîâåðõíîñòíî-àêòèâíîå âåùåñòâî. 9. Êîìïîçèöè ïî ï.1, äîïîëíèòåëüíî âêëþ÷àþùà êîëè÷åñòâî òåðåôòàëåâîãî àëüäåãèäà äë óñèëåíè áàêòåðèöèäíîé ýôôåêòèâíîñòè ôòàëåâîãî àëüäåãèäà. 10. Êîìïîçèöè ïî ï.9, ãäå ôòàëåâûé àëüäåãèä ïðèìåí þò â áàêòåðèöèäíî ýôôåêòèâíîì êîëè÷åñòâå, êîòîðîå ýôôåêòèâíî ...

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02-12-2020 дата публикации

A post support device

Номер: GB0002539813B

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24-08-2017 дата публикации

MACHINE AND METHOD FOR INSTALLING VERTICAL DRAINS IN THE GROUND

Номер: CA0003007923A1
Принадлежит:

The invention relates to a machine for installing a drain in the ground, the machine including: a driving pipe with a longitudinal axis and having a lower end; a movement device for moving the driving pipe in a direction parallel to the longitudinal axis; a drain extending inside the driving pipe and having a lower end extending outside the driving pipe; at least one anchor; an attachment device (70) for attaching the anchor to the drain; a member for cutting the drain (18) arranged below the attachment device. The machine according to the invention also includes a cutting device (60) for cutting the anchor into a strip (54).

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21-07-2020 дата публикации

PASSIVE TAILINGS COMPACTOR

Номер: CA0002992463C
Принадлежит: BROWN DOUG R, BROWN, DOUG R.

A passive tailings compactor for installing and maintaining a vertical drainage pathway through mining tailings, has a drainage conduit which serves to enable the flow of water from the tailings while filtering and excluding solid particles, an anchor attached to one end of the drainage conduit, and a flotation device attached to the other end of the drainage conduit. The flotation device has a central axis about which a length of the drainage conduit is wrapped and the flotation device is asymmetrically weighted or shaped to resist rotation.

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01-03-2018 дата публикации

ROCK BOLT SEAL

Номер: CA0002957748A1
Принадлежит:

The invention provides a seal for placement between a washer plate of a rock bolt and a rock face, wherein the washer plate has an outer edge at a perimeter thereof and wherein the rock bolt has a longitudinal axis, wherein the seal comprises a body made of a spongy material, wherein the body is planar and has an outer dimension that matches that or that is larger than that of outer edge of the washer plate and an inner dimension that has a void towards the center of the inner dimension through-which the longitudinal axis of the rock bolt can pass. The seal is for preventing the leakage of cementing grout (that is used in securing the rock bolt in a bore hole in a mass of rock below a rock face) between the washer plate and the rock face.

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15-07-2020 дата публикации

Höhenverstellbares Schachtringelement.

Номер: CH0000715739A2
Принадлежит:

Die Erfindung betrifft höhenverstellbares Schachtringelement (1) umfassend ein Oberteil (2) und ein Unterteil (3), wobei das Oberteil (2) oberhalb des Unterteils (3) angeordnet ist, das Oberteil (2) zumindest ein erstes Auflageelement und das Unterteil (3) zumindest ein zweites Auflageelement aufweisen, wobei das erste Auflageelement mit dem zweiten Auflageelement zusammenwirkt, und wobei das erste Auflageelement als durch eine Abfolge von ersten Rohrmantelabschnitten (5) mit einer Abschnitthöhe (6) in Axialrichtung (7) gebildet ist, wobei die Abschnitthöhen (6) von jeweils zwei in einer Umfangsrichtung (4) unmittelbar aufeinanderfolgender erster Rohrmantelabschnitte in der Umfangsrichtung (4) kleiner wird, und das zweite Auflageelement durch eine Abfolge von zweiten Rohrmantelabschnitten (8) mit einer Abschnitthöhe (9) in Axialrichtung (7) gebildet ist, wobei die Abschnitthöhen (9) von jeweils zwei in der Umfangsrichtung (4) unmittelbar aufeinanderfolgender zweiter Rohrmantelabschnitte ...

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10-08-2018 дата публикации

EARTH ANCHOR ASSEMBLY AND CONSTRUCTION METHOD USING SAME

Номер: KR101887833B1
Автор: BYUN, KI SOON
Принадлежит: BYUN, KI SOON

According to one embodiment of the present invention, an earth anchor assembly stretched on the ground while being inserted into an excavation hole on the ground so as to enable a structure on the ground to be fixed to and supported by the ground. Moreover, the earth anchor assembly can comprise: a head unit in which a cross section gets narrower to an upper end, and the upper end is inserted into the bottom of the excavation hole due to an applied external force while coming in contact with the bottom of the excavation hole; a first connecting unit connected to a rear end of the head unit and inserted into at least a portion of the head unit due to the external force; a second connecting unit connected to a rear end of the first connecting unit and inserted into at least a portion of the first connecting unit due to the external force; and an external force apply unit connected to a rear end of the second connecting unit and exposed to the ground so as to apply the external force. COPYRIGHT ...

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20-02-2020 дата публикации

ANCHOR STRUCTURE AND CONSTRUCTION METHOD THEREOF

Номер: KR0102079719B1
Автор:
Принадлежит:

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20-02-2020 дата публикации

ANCHOR STRUCTURE AND CONSTRUCTION METHOD THEREOF

Номер: KR0102079720B1
Автор:
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15-01-2020 дата публикации

Method for building retaining wall

Номер: KR0102066731B1
Автор:
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15-01-2020 дата публикации

Apparatus for building retaining wall

Номер: KR0102066728B1
Автор:
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04-11-2016 дата публикации

PILE FOR NEW AND RENEWABLE ENERGY GENERATOR USING C-SHAPED BEAM AND CONSTRUCTION METHOD THEREOF

Номер: KR101672997B1
Автор: CHEON, IN SOO
Принадлежит: CHEON, IN SOO

The present invention relates to a pile for a new and renewable energy generator using a C-shaped beam, and a construction method thereof. An objective of the present invention is to be installed underground by easy construction without constructing a separate foundation concrete; secure bearing rigidity for an external force such as a wind pressure and a soil pressure to safely support a photovoltaic structure; and improves productivity using the C-shaped beam which is an existing product. According to the present invention, the pile for a new and renewable energy generator using the C-shaped beam comprises: a pile body (10) formed in a dual structure by a combination of a first post of a C-shaped cross section having one surface of an opening part and three continuous surfaces and a second post (20) of a C-shaped cross section inserted and fixated in the first post; fixed vanes (40, 50) arranged on the first and the second post of the pile body in a vertical longitudinal direction at ...

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04-03-2020 дата публикации

A Base Bracket for the Deck-road

Номер: KR0102085155B1
Принадлежит:

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29-02-2016 дата публикации

SLOPE PROTECTION STONE NET STRUCTURES

Номер: KR101598580B1
Автор: SUK, SONG HEE
Принадлежит: SUKSONG CO., LTD., SUK, SONG HEE

The present invention relates to a slope protection stone net structure, comprising: an anchor including an embedded plate on the ground of the slope, a first arrangement pin installed in an upper direction of the embedded plate to protrude on the surface of the slope ground, a fixated plate installed in an upper protruding part of the first arrangement pin to contact a surface of the slope and a second arrangement pin installed in an upper direction of the fixing plate; a nonwoven fabric arranged on an upper portion of the slope installed with the anchor, and fixated by the upper protruding part of the first arrangement pin and the fixing plate; a stone material arranged on the upper portion of the nonwoven fabric, and arranged between the second arrangement pins; and a wire net arranged on the upper portion of the stone material, and fixated on the upper portion of the second arrangement pin to press the stone. According to the present invention, the pressed slope may be stabilized to ...

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10-01-2020 дата публикации

Retaining Wall using Raker combined with Horizontal Supporting Beam, and Constructing Method thereof

Номер: KR0102064982B1
Автор:
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17-01-2020 дата публикации

Removable anchor

Номер: KR0102067623B1
Автор:
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27-11-2018 дата публикации

PILE REINFORCING STRUCTURE FOR EARTHQUAKE RESISTANCE AND CONSTRUCTION METHOD THEREOF

Номер: KR101921099B1
Автор: HWANG, WOON SIK
Принадлежит: YOOGU E&C, HWANG, WOON SIK

The present invention relates to a pile reinforcing structure for earthquake resistance, perfectly preventing damage to bearing power of the lower ground of an upper structure, easily installed, and securing structural stability by preventing corrosion. The pile reinforcing structure comprises: an upper structure installed on the ground; piles installed in the vertical direction of the ground to support the lower side of the upper structure; and inclined members with lower portions, hinged to side surfaces of the piles. The inclined members rotate around a hinge while side surfaces of the inclined members are excavated after the piles are inserted into the ground so as to support the lower side of the upper structure to enable the lower side to be inclined, thereby increasing resistance to an earthquake. COPYRIGHT KIPO 2019 ...

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22-11-2016 дата публикации

REMOVABLE ANCHOR FIXING DEVICE

Номер: KR1020160133130A
Принадлежит:

The present invention relates to a removable anchor fixing device and, specifically, to a removable anchor fixing device which can be easily removed using a simple structure after a tension member used in an earth anchor is completely used, comprising: a hollow housing with both ends opened, having a tapered installation hole formed therein; a cover having an accommodation part formed therein, communicating with the installation hole, and coupled to one end of the housing; a wedge unit including a plurality of wedges, installed in the installation hole, and gripping or releasing a tension member inserted through the installation hole; a fastening member fastened to one end of the wedge unit to enable the wedge unit to maintain a conic shape; a fixating member coupled to the wedge unit and moved together with the wedge unit; and an elastic member disposed in the accommodation part and elastically supporting the fixating member in a direction toward the other end of the housing in which the ...

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23-11-2016 дата публикации

SUPPORT PILE STRUCTURE HAVING HORIZONTAL SUPPORT FORCE REINFORCING STRUCTURE

Номер: KR1020160134060A
Автор: RYU, JI HOON
Принадлежит:

The present invention relates to a support pile structure having a horizontal support force reinforcing structure and, specifically, to a support pile structure which is a structure of supporting an upper structure by being installed on the ground, wherein the support pile structure comprises: a concrete pipe unit installed inside in order for an upper end and a lower end of a center pipe to be exposed to the outside; an upper panel fixed to the upper end; and a lower panel fixed to the lower end. A support panel is fixed to the upper part of the upper panel, and a support pipe is formed in the upper part of the support panel. An excavation wing is formed on the outer side of the support pipe, and the excavation wing is formed to protrude along the outer surface of the support pipe in a spiral shape. A pressing unit and a pressing fixing unit are installed in the embedded concrete pipe unit and the support pipe. So, a pressing force is horizontally or vertically generated after embedment ...

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18-09-2019 дата публикации

Номер: KR1020190105735A
Автор:
Принадлежит:

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29-03-2023 дата публикации

어스앵커를 이용한 말뚝 시공 장치 및 그 방법

Номер: KR102514988B1
Автор: 남상필
Принадлежит: (주)신명건설기술공사

... 지반앵커를 이용한 말뚝 시공 장치 및 그 방법이 개시된다. 본 발명에 따른 지방앵커를 이용한 말뚝 시공 방법은, (a) 지중의 미리 정해진 위치에 어스앵커홀(14)을 천공하는 단계, 상기 천공된 어스앵커홀(14)에 인장재(12)를 삽입하여 어스앵커(10)를 설치하는 단계, 및, (c) 길이방향으로 중앙부에 인장재 관통홀이 형성된 말뚝(20)에 상기 인장재(12)를 인장재 관통홀에 통과시키고, 상기 말뚝(20)의 상단에 유압잭(30)을 설치한 후 상기 유압잭(30)의 인장재(12) 인장에 의해 상기 말뚝(20)을 지중으로 압입시키는 단계를 포함한다. 본 발명에 의하면 수직 또는 수평적 공간 제한이 있는 작업장에서도 큰 하중을 지지할 수 있는 중대형 말뚝을 소음과 진동을 최소하면서 시공할 수 있는 효과가 있다.

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20-03-2008 дата публикации

System of settlement transaction and method

Номер: US2008067243A1
Принадлежит:

In a settlement transaction system or settlement transaction method using the system, the system includes a content providing server conducting a digital broadcast, for example, for a CS broadcast, a BS broadcast, a CATV, or a broadcast using ground waves; a settlement server to execute settlement transaction or settlement transaction, an order placement managing server to execute order placement processing, and an order managing server which receives an order of a request from a user to purchase articles and which sends an associated indication to the settlement server and the order placement managing server according to information of the order. The user operates a terminal in which an IC card communication application to communicate with an IC card is only installed. It then becomes possible to reduce a load imposed onto the system in association with a change to an existing digital broadcast system.

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12-11-2019 дата публикации

Anchor pile and installation method for same

Номер: US0010472781B2

The present invention provides an anchor pile and installation method for the same, which includes insertion hole portions and guide portions formed in the side surface of a hollow pipe. In a state where a resistance member formed of a material that can be elastically deformed is stored within the pipe, the anchor pile is driven into the ground. When an auxiliary tool is used to pull up the resistance member in a vertical direction within the pipe after the anchor pile is driven into the ground, the protrusion portions of the resistance member slide on the guide portions and are deformed so as to be opened and extended toward the insertion hole portions. The protrusion portions of the resistance member are protruded from the insertion hole portions toward the ground and function to provide the resistance force of the anchor pile in the ground.

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17-01-2019 дата публикации

GROUND ANCHOR OF WHICH STRESS CAN BE SELF-DIAGNOSED, AND CONSTRUCTION METHOD THEREFOR

Номер: US20190017241A1
Принадлежит: SOILTECH Korea Co., LTD.

The present disclosure relates to a self-diagnosis type ground anchor and a construction method. The self-diagnosis type ground anchor includes: a bond length part located at a predetermined depth of a boring hole excavated from a target surface of the ground; a head part located near the target surface; and a tensile material provided by connecting the bond length part and the head part in a state of receiving a tensile force, so as to deliver an anchorage force of the bond length part to a structure. The self-diagnosis type ground anchor further includes a displacement measurement material of which one end is fixed at a predetermined position of the bond length part and the other end is placed in a free end form on the target surface, provided such that a relative displacement of the target surface for the bond length part can be detected.

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25-10-2007 дата публикации

System of settlement transaction and method

Номер: US2007246530A1
Принадлежит:

In a settlement transaction system or settlement transaction method using the system, the system includes a content providing server conducting a digital broadcast, for example, for a CS broadcast, a BS broadcast, a CATV, or a broadcast using ground waves; a settlement server to execute settlement transaction or settlement transaction, an order placement managing server to execute order placement processing, and an order managing server which receives an order of a request from a user to purchase articles and which sends an associated indication to the settlement server and the order placement managing server according to information of the order. The user operates a terminal in which an IC card communication application to communicate with an IC card is only installed. It then becomes possible to reduce a load imposed onto the system in association with a change to an existing digital broadcast system.

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06-04-2016 дата публикации

Securing device

Номер: GB0002530866A
Принадлежит:

Securing device with a main shaft portion 14 and a helical securing portion 20 on the shaft portion, the helix spiral portion defining a central space. Also disclosed are two securing arrangements comprising the securing device in combination with; a holding device for holding an article to the ground, a drive transmission device for transmitting a force to rotate the helix so that it screws into the ground. An indicating arrangement is also disclosed comprising an indicating device through which the shaft of the securing device can extend. A method of using the securing device is also disclosed, as are a holding device, a drive transmission device, and an indicating device, all three independent from the securing device. The securing device may have an engaging portion 22, which may be flat and circular. The securing device may be screwed into the ground to secure erosion control matting 100.

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15-08-2020 дата публикации

Height-adjustable shaft-ring element.

Номер: AT0000522089A4
Принадлежит:

Die Erfindung betrifft höhenverstellbares Schachtringelement (1) umfassend ein Oberteil (2) und ein Unterteil (3), wobei das Oberteil (2) oberhalb des Unterteils (3) angeordnet ist, das Oberteil (2) zumindest ein erstes Auflageelement und das Unterteil (3) zumindest ein zweites Auflageelement aufweisen, wobei das erste Auflageelement mit dem zweiten Auflageelement zusammenwirkt, und wobei das erste Auflageelement als durch eine Abfolge von ersten Rohrmantelabschnitten (5) mit einer Abschnitthöhe (6) in Axialrichtung (7) gebildet ist, wobei die Abschnitthöhen (6) von jeweils zwei in einer Umfangsrichtung (4) unmittelbar aufeinanderfolgender erster Rohrmantelabschnitte in der Umfangsrichtung (4) kleiner wird, und das zweite Auflageelement durch eine Abfolge von zweiten Rohrmantelabschnitten (8) mit einer Abschnitthöhe (9) in Axialrichtung (7) gebildet ist, wobei die Abschnitthöhen (9) von jeweils zwei in der Umfangsrichtung (4) unmittelbar aufeinanderfolgender zweiter Rohrmantelabschnitte ...

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15-06-2008 дата публикации

DEVICE AND PROCEDURE FOR EMBODYING SCHRÄGSEILENDES ON A BASIS

Номер: AT0000397701T
Принадлежит:

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12-03-2020 дата публикации

Foundation for a structure

Номер: AU2018310683A1
Принадлежит: FB Rice Pty Ltd

Foundation (2) for a structure which is pretensioned by means of a plurality of tensioning members (3), in particular for a tower (1) or a container, in particular for a wind turbine tower, wherein the plurality of tensioning members (3) can be anchored on the foundation (2) by means of at least one anchor element (5, 5a) which can be connected to the foundation (2). There is provision according to the invention that, for connection to the at least one anchor element (5), in particular an upper anchor plate (5a), the foundation (2) has at least one suspension device (7) which is cast into the foundation (2) and which extends up to an upper side (9) of the foundation (2) or beyond, wherein the suspension device (7) comprises a lower anchoring, in particular a lower anchor plate (11), and wherein the lower anchoring is cast within a lower third of a foundation slab (27) of the foundation (2), or the lower anchoring is anchored below the foundation slab (27) of the foundation (2) in the subsoil ...

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15-10-2009 дата публикации

Multi-purpose earth anchor bracket

Номер: AU2009234636A1
Принадлежит:

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12-07-2018 дата публикации

Void former

Номер: AU2016364021A1
Принадлежит: AJ PARK

A void former to form a void in an earth retaining cast block during casting, the void configured to locate a strap for a strap stabilised earth structure.

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09-02-2017 дата публикации

Ground anchor

Номер: AU2015298805A1
Принадлежит: Cullens Pty Ltd

A securing device (10) for securing an article is disclosed. The securing device comprises a main shaft portion (14) and a securing portion (20) on the main shaft portion. The securing portion is a substantially helical elongate portion defining a central space (20A). Holding devices (312, 340), drive transmission devices (102, 202) and indicating devices (332) can be used with the securing device.

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11-09-2020 дата публикации

CONTROLLING BACKFLOW FROM DRILLING WITH HOLLOW REBAR AND GROUTING

Номер: CA0003074671A1
Принадлежит: MORIN, LUC

Backflow during installation of a ground anchor is controlled using a preventer, and the preventer is removed during curing of grout and backflow. A cylinder may be inserted at least partially into a structure, and the preventer placed or attached atop the cylinder. A hollow bar may be extended through the preventer and cylinder into one or more layers of materials beyond the cylinder. Grout may be delivered to the layer(s) through the hollow bar, which may cause a viscous backflow to flow into the cylinder and preventer. During application of the grout, the preventer may be used to control a rate of backflow. After application of the grout, the preventer may put into an open position, and a seal assembly forced down the hollow bar, through an interior cavity of the preventer, to a position below the preventer, after which the preventer may be removed while the grout and backflow cure.

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22-07-2019 дата публикации

PASSIVE TAILINGS COMPACTOR

Номер: CA0002992463A1
Принадлежит: SISKINDS LLP

The invention is a system of components for facilitating the continuous passive drainage and consolidation of fine-grained sediments in deposition environments which are actively and continuously increasing in depth/elevation, such as those typically occurring during the course of mineral processing (mining) operations where rock or soil materials are comminuted or agitated into slurries of small particles and water which are deposited into storage areas (tailings ponds). The invention consists of a flotation device, an anchor mass, and a drainage conduit which acts as a tether between the flotation device and the anchor mass. The flotation device serves to vertically orient the drainage conduit and fix its horizontal location at the top. As water or sediment levels rise, the flotation device rotates, releasing drainage conduit which is wrapped around its axis. This allows the flotation device to rise upwards, extending the drainage conduit passively. The flotation device is designed using ...

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10-08-2017 дата публикации

GEOSYNTHETIC REINFORCED WALL PANELS COMPRISING SOIL REINFORCING MEMBERS

Номер: CA0003012341A1
Принадлежит:

Geosynthetic reinforced wall panels including soil reinforcing members and retaining wall system formed therewith are disclosed. The geosynthetic reinforced wall panels include any type of wall panels, such as a precast concrete wall panels, that are supported by an arrangement of soil reinforcing members. Various configurations of soil reinforcing members may include end tabs and/or inner tabs that have strips arranged therebetween. Examples of soil reinforcing members include, but are not limited to narrow-width single-section reinforcing members, narrow-width multi-section reinforcing members, and wide-width reinforcing members. Further, a retaining wall system is provided that includes any arrangement of the one or more geosynthetic reinforced wall panels.

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12-08-2000 дата публикации

SYSTEM AND METHOD FOR PRIVATE SWITCHED BASED COMMUNICATION TO A NETWORK SITE DURING NETWORK SITE COMMUNICATION THROUGH A COMMUNICATION NETWORK

Номер: CA0002298177A1
Принадлежит:

A system and method for transmitting communication signals between a telecommunication switch and to a network site on a network server via a communication network. The method comprises the steps of connecting the telecommunication switch to the network site via the communication network and establishing a point to point path between the telecommunication switch and the network site.

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18-03-2016 дата публикации

MOLD INSERT BLOCK AND FACING WITH SUCH AN INSERT

Номер: FR0003025815A1
Принадлежит: TERRE ARMEE INTERNATIONALE

Insert de moulage (8), pour un moule de fabrication d'un bloc de parement (4) en béton pour un ouvrage en sol renforcé 90, ledit ouvrage en sol renforcé comportant un parement formé par de tels blocs de parement et un remblai dans lequel sont installés des armatures connectées au parement, l'insert de moulage 8 comprenant une coque (1), délimitant un volume général d'une connexion liant une armature (3) au bloc de parement, une enveloppe de noyau (2) obtenue par moulage distinctement de la coque, la coque ayant une première face latérale (15) percée d'un premier orifice (11), dans lequel est emboîtée une première portion d'extrémité (21) de l'enveloppe de noyau, l'enveloppe de noyau présentant une forme générale de tronc de cône.

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28-09-2020 дата публикации

A Foundation Pile

Номер: KR0102160619B1
Автор:
Принадлежит:

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11-01-2018 дата публикации

가압식 네일링 장치

Номер: KR0101817240B1
Автор: 송영수, 송영찬, 최봉근
Принадлежит: 지오텍엔지니어링 주식회사

... 본 발명은 지반을 가압 그라우팅하여 보강할 수 있는 가압식 네일링 장치에 관한 것으로서, 지반에 천공된 천공홀에 삽입되어 설치되며, 주입 공간을 구비하는 패커; 패커를 관통하여 주입 공간까지 연장되도록 설치되며, 외부의 보강액 공급원으로부터 공급된 보강액을 패커가 팽창되어 천공홀와 가압 접촉되도록 주입 공간에 주입하는 보강액 주입 호스; 및 패커를 관통하여 천공홀까지 연장되도록 설치되며, 외부의 그라우팅액 공급원으로부터 공급된 그라우팅액을 천공홀에 주입하는 그라우팅액 주입 호스를 포함하며; 패커는, 주입 공간에 주입된 보강액 중 일부를 패커와 접촉된 천공홀의 홀 접촉면을 통해 지반의 틈새로 선택적으로 주입 가능하게 마련되어, 지반의 틈새로 주입된 보강액에 의해 보강된 보강 영역을 지반에 형성한다. 이러한 본 발명은, 패커 인근의 지반에 보강액에 의해 보강된 보강 영역을 형성할 수 있으므로, 지반 표면을 향하는 그라우팅액의 유동을 보강 영역을 통해 차단하여 그라우팅액이 지반 표면으로 유출되는 것을 방지함으로써 그라우팅 효과를 향상시킬 수 있다.

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25-06-2007 дата публикации

DEVICE FOR ANCHORING ONE END OF A STAY TO A BASE

Номер: KR0100731962B1
Автор:
Принадлежит:

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12-02-2019 дата публикации

압력식 피에이치씨(PHC) 파일의 주면마찰력 및 선단지지력 증가를 위한 보강장치 및 이를 이용한 피에이치씨 파일 공법

Номер: KR0101946953B1
Автор: 정경한
Принадлежит: 정경한

... 본 발명은 패커 구조의 개선을 통해 발포성 재료의 사용량을 정량화하여 팽창압을 정확히 제어함으로써 공벽 손상을 최소화하고, 패커를 홀의 입구에 설치할 수 있으며, 패커 내측에도 그라우트를 압력으로 채워 넣을 수 있도록 하여 그라우트가 채워지지 않는 무보강 구간을 최소화하여 주면마찰력 및 선단지지력을 증가시키는 압력식 PHC 파일 보강장치 및 이를 이용한 지반 보강공법에 관한 것으로, 본 발명에 따른 압력식 PHC 파일 보강장치는, 지반에 천공된 홀 내측으로 삽입되는 PHC 파일; 상기 PHC 파일의 상단에 결합되면서 홀의 상단 입구에 배치되는 마운트부재; 상단부 및 하단부가 개방된 속이 빈 통 형태를 가지며, 상단부가 상기 마운트부재에 결합되는 분리관; 상기 분리관의 외측을 둘러싸도록 설치되며, 상단이 상기 분리관의 상부에 고정되고, 하단이 상기 분리관의 하부에 고정되는 유연한 소재로 된 팩; 상기 분리관의 외면과 팩 사이에 형성된 공간으로 주입되어 채워지는 발포성 재료로 된 팽창재; 상기 마운트부재를 관통하도록 설치되어 홀 내측으로 그라우트를 주입하는 그라우트 주입관; 및, 상기 마운트부재를 관통하도록 설치되어 홀 내측에 그라우트를 주입할 때 홀 내측의 공기를 외부로 배출하는 공기배출유닛;을 포함하며, 상기 분리관의 하단부와 팩홀더 사이에 유연한 소재로 된 그라우트팩을 추가로 설치하여 그라우트팩 내측으로 그라우트를 주입할 수 있다.

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06-03-2017 дата публикации

PILE INSTALLMENT STRUCTURE FOR SOFT GROUND, USING PILE TIP MEMBER

Номер: KR101712648B1
Автор: LEE, HYUN SU
Принадлежит: TAE HA CO., LTD.

The present invention relates to a pile tip member installed in a tip of a pile inserted in the ground to install a membrane structure, a deck for walking, a stone net, etc., on the ground capable of improving a drawing resistance and a compressive resistance of a pile; and relates to a pile installment structure for soft ground. To solve the problem mentioned above, the present invention provides the pile tip member comprising: a cylindrical casing; and a tensile resistance portion branched upwards into two or more parts based on the casing connected to each other, and opened in a manner which is reamed upwards by an external force. COPYRIGHT KIPO 2017 ...

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23-11-2016 дата публикации

METHOD OF REINFORCING AND RESTORING STRUCTURE USING PILE

Номер: KR101678950B1
Принадлежит: WOO KYUNG TECH

The present invention relates to a method of reinforcing and restoring a structure using a pile, which restores a settled bottom plate of a structure to a certain position by injecting an injection material to the bottom of the bottom plate. The method of reinforcing and restoring a structure using a pile comprises: a borehole forming step; a pile inserting step of inserting a pipe-shaped pile into the borehole; a reference plate fixing step of fixing a reference plate to the pile; a ground reinforcing step of reinforcing the ground by injecting an injection material to the ground under the pile; and a bottom plate restoring step of restoring the settled bottom plate of the structure to the position of the reference plate. COPYRIGHT KIPO 2016 (AA) Solution A (BB) Solution B (CC) Air pressure (DD) Injection material mixing unit (EE) Inflatable injection material (FF) Ground reinforcement (Diluted injection) ...

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06-07-2020 дата публикации

WALING MEMBER FOR EARTH ANCHOR

Номер: KR0102130519B1
Автор:
Принадлежит:

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25-11-2016 дата публикации

ANCHOR-SUPPORTED RETAINING WALL SUPPORTED BY PLANAR FRICTIONAL ANCHOR AND METHOD FOR CONSTRUCTING SAME

Номер: KR101679727B1
Автор: HYUN, IN HO
Принадлежит: HYUN, IN HO, IN E&C CO., LTD.

The present invention relates to an anchor-supported retaining wall supported by a planar frictional anchor, capable of being more economically and stably constructed by supporting an anchor by friction resistance by coupling a planar friction anchor installed in the piled ground to a wall positioned at a front surface of backfill soil by a tension connector, and a method for constructing the same. The anchor-supported retaining wall supported by a planar frictional anchor comprises: a wall integrally and vertically formed to support bending moment by a soil pressure by being positioned at a front surface of the backfill soil; a plurality of planar friction anchors which are buried in the backfill soil and formed in a heavyweight planar shape with a large surface area to be installed in the backfill soil by friction force between a lower surface and a ground surface of the backfill soil caused by a self-load and the weight of the backfill soil, and allow the wall to support a soil pressure ...

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12-04-2017 дата публикации

PIT STONE TYPE RETAINING WALL AND CONSTRUCTION METHOD THEREOF

Номер: KR101725856B1
Автор: YOON, SOCK HYO

The present invention provides a pit stone type retaining wall comprising: a plurality of tamped layers (100) formed by tamping background soil many times; a pit stone (200) formed in a front of the plurality of tamped layers (100); a reinforcement member (300) installed in a region between the plurality of tamped layers (100); a fastening member (400) combined with a front side of the reinforcement member (300); a combination member (500) to combine one side on a rear surface of the pit stone (200), and to combine the other side with the fastening member (400); and a support member (600) combined with a rear upper part of the pit stone to support an upper pit stone (200a) formed in an upper part of the pit stone (200). According to the present invention, since the pit stone type retaining wall supports the upper pit stone (200a) with the support member (600), a plurality of pit stone layers installed in a height direction are able to stably be supported. Moreover, since the pit stone type ...

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09-03-2017 дата публикации

수평변위 저감형 강관말뚝

Номер: KR0101714604B1
Автор: 김동욱, 박종부, 이용안

... 수평변위 저감형 강관말뚝이 개시된다. 본 발명의 수평변위 저감형 강관말뚝은, 지반에 세로방향으로 박혀 구조물의 하중을 지지하는 단말뚝; 및 내경이 단말뚝의 외경보다 크게 형성되고, 내면이 단말뚝의 외면을 둘러싸며 지반에 세로방향으로 박히는 원형강관을 포함하고, 단말뚝에 작용하는 수평력은 단말뚝과 원형강관 사이 지반의 압축력으로 소산된 후 원형강관에 전달되는 것을 특징으로 한다. 본 발명에 의하면, 수평지지력 및 내부 구조력을 증가시키고, 이에 따른 수평변위를 저감시켜 안전여유율 및 사용성이 개선되며, 설계하중 이상의 수평력이 작용하더라도 연성파괴가 유도되도록 이루어지는 수평변위 저감형 강관말뚝을 제공할 수 있게 된다.

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22-04-2020 дата публикации

PARTIALLY ENLARGING APPARATUS FOR UNDERGROUND PIPE AND COMPOSITE CAST IN PLACE PILE METHOD USING THE SAME

Номер: KR0102099282B1
Автор: MIN BYUNG CHAN
Принадлежит:

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29-06-2017 дата публикации

CONCRETE FOUNDATION-TOWER CONNECTION STRUCTURE CAPABLE OF CORRECTING VERTICAL MISALIGNMENT

Номер: KR1020170073968A
Автор: ZI, GOANG SEUP
Принадлежит:

The present invention relates to a concrete foundation-tower connection structure. A connection unit is integrally connected to a foundation unit fixed and installed in the ground to be formed on an inner side of the foundation unit. The connection unit comprises: a plurality of anchor installation parts which have anchors installed therein and are arranged on the inner side of the foundation unit at regular intervals along a circular plane; a connection reinforcing bar connected to a lateral reinforcing bar which surrounds the anchor installation parts and is connected to a main reinforcing bar of the foundation unit; a base plate formed in an annular disk to be installed on upper portions of the anchor installation parts, and removed after correcting an inclination of the connection unit; and an anchor plate formed in an annular disk to be installed on lower portions of the anchor installation parts. A vertical misalignment of a concrete foundation is corrected at a site. The vertical ...

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26-11-2019 дата публикации

SLOPE REINFORCEMENT APPARATUS USING STEEL REINFORCED BAR WITH HITCH NAIL

Номер: KR1020190131339A
Автор:
Принадлежит:

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04-09-2017 дата публикации

TWO-ROW ERECTABLE RETAINING WALL TEMPORARY STRUCTURE FOR ELIMINATING REAR ROW PILE AND TIE ANCHOR AND CONSTRUCTION METHOD THEREOF

Номер: KR1020170100322A
Принадлежит:

The present invention provides a two-row erectable retaining wall temporary structure and a construction method thereof which apply a tie anchor to completely integrate a front row pile and a rear row pile to suppress displacement and improve safety, allow the tie anchor and the rear row pipe to be removed after construction of an underground structure, and allow the tie anchor to be installed without bed excavation and backfilling. According to the present invention, the two-row erectable retaining wall temporary structure for eliminating a rear row pile and a tie anchor comprises: a front row retaining wall constructed on a vertical excavation surface; a rear row pile inserted into rear row pile penetration holes drilled at regular intervals to be misaligned with front row pile penetration holes on rear row positions separated from a front row pile; a furring strip supported on an upper portion of the front row pile to be installed; a tie anchor which is removed after construction of ...

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16-11-2018 дата публикации

PILE FOR REINFORCING SOFT GROUND FOR IMPROVING VERTICALITY AND STABILITY AND LATERAL SUPPORT FORCE, AND METHOD USING SAME

Номер: KR1020180123247A
Автор: CHO, JUN YEOL
Принадлежит:

The present invention relates to a pile for reinforcing the soft ground for improving verticality and stability and lateral supporting force, and a method using the same. The outer circumferential surface of a spigot unit of a second pile and the inner circumferential surface of a socket unit of a first pile are cooled and pressed, and the second pile and the first pile are integrated with each other, so that all the piles to be assembled are integrated, and the soft ground is more effectively reinforced. A first guide member and a second guide member each having a cylindrical unit for vertically guiding a main body unit of the pile and a plurality of blades integrally formed on the outer peripheral surface of the cylindrical unit are provided together with the first and second guide members, so that straightness and verticality are improved. The lateral supporting force is increased against horizontal lateral force of the blade, which is generated in a course of insertion. A receiving ...

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30-11-2016 дата публикации

SUCTION PILE CONSTRUCTION METHOD FOR CONSTRUCTING SUCTION PILE FROM GROUND INTO UNDERGROUND SURFACE OR SEA SURFACE AND SUCTION PILE CONSTRUCTION APPARATUS THEREFOR

Номер: KR1020160136741A
Принадлежит:

The present invention relates to a suction pile construction method for constructing a suction pile from the ground into an underground surface or a sea surface, and a suction pile construction apparatus therefor. More specifically, the suction pile construction method comprises: a first step of enabling a structure of a suction pile to be mounted in an underground surface or a sea surface; a second step of fixating the structure; a third step of injecting high-pressure water; and a fourth step of discharging earth and sand to the outside. The present invention does not waste water and is significantly environmentally friendly. COPYRIGHT KIPO 2016 ...

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07-10-2020 дата публикации

Structural and Construction Method of the Lower Foundation of Structures

Номер: KR1020200113501A
Автор:
Принадлежит:

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22-11-2017 дата публикации

PREFABRICATED DISTRIBUTION PLATE TO FIXATE VEGETATION PANEL

Номер: KR1020170127997A
Автор: RYU, JUN HYUNG
Принадлежит:

The present invention relates to a prefabricated distribution plate to fixate a vegetation panel. More specifically, the present invention relates to a prefabricated distribution plate to fixate a vegetation panel capable of being assembled on site by manufacturing the distribution plate in a prefabricated type to conveniently be transported and moved. The prefabricated distribution plate to fixate the vegetation panel of the present invention comprises: a central pressing plate having an anchor bolt penetration hole formed on a center thereof to be installed underground, having a joint plate formed in a radial direction; a plurality of radial ribs, each of which has one side jointed to a joint unit of the central pressing plate; an outer pressing plate to which the other side of each of the radial ribs is jointed; and a plurality of reinforcement ribs to reinforce a strength of the radial ribs by connecting the radial ribs with each other. The components are jointed to each other by a ...

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07-10-2020 дата публикации

Structure of pressure penetrating pipe pile using reaction bed and construction method thereof

Номер: KR1020200113417A
Автор:
Принадлежит:

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18-01-2017 дата публикации

ANCHOR APPARATUS

Номер: KR1020170006806A
Принадлежит:

An anchor apparatus is disclosed. An anchor apparatus according to an embodiment of the present invention includes: one or more first anchors; and a second anchor formed with a coupling groove for coupling the first anchor to the inside and conveying the first anchor to a target penetration point of the seabed, wherein the first anchor is separated from the second anchor by inertia when the second anchor collides with the penetration point, and is intruded into the penetration point. COPYRIGHT KIPO 2017 ...

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15-02-2016 дата публикации

MULTIPURPOSE RETENSION APPARATUS AND INSTALLING METHOD THEREOF

Номер: KR1020160017007A
Принадлежит:

A multipurpose retension apparatus comprises: a tubular support member arranged on a pressure plate to surround an anchor head of a ground anchor, whose inner diameter becomes smaller towards the front end thereof; two or more tightening wedges inserted into a gap between the tubular support member and the anchor head to separate the tubular support member and the anchor head from each other and tapered to become thinner towards the front end thereof; and a coupling member connected to the tubular support member to transfer a tensile force supplied from a loading device to the tubular support member. The tubular support member is pulled backwards by the tensile force to allow the tightening wedges to apply a tensible force to the anchor head while the tightening wedges are tightened on a circumference of the anchor head. COPYRIGHT KIPO 2016 ...

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27-03-2017 дата публикации

REINFORCEMENT PLATE FOR SLIME PLACEMENT

Номер: KR1020170033689A
Автор: SONG, KI YONG
Принадлежит:

The present invention relates to a reinforcement plate for slime placement and, more specifically, relates to a reinforcement plate combined with an end of a pile constructed to reinforce the ground. The present invention comprises: a body plate combined with an end of the pile; and a slime placement pipe having a pipe shape having an end combined with a side of the body plate. When the pile is inserted into the ground, the slime placement pipe is easily inserted into a punched hole wherein slime is made to make the pile settle. The present invention is capable of easily securing support force for a front end of the pile by easily inserting the pile into the hole wherein the slime, through a weight or pile driver and then supporting the pile through a support layer as the reinforcement plate, has a wedge shape and is combined with an end of the pile. COPYRIGHT KIPO 2017 ...

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01-07-1991 дата публикации

FOERFARANDE FOER ATT SAETTA DRAGSTAG

Номер: SE0009102054D0
Автор:
Принадлежит:

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04-03-2021 дата публикации

CONCRETE FOUNDATION STRUCTURE AND METHOD FOR CONSTRUCTING SAME

Номер: US20210062451A1
Принадлежит: Prex Co Ltd

Provided are a concrete foundation structure capable of firmly fixing a precast concrete foundation to a ground, and a method for constructing the concrete foundation structure. A concrete foundation structure 10 includes a precast concrete foundation 16 having a projecting portion 30 embedded in a ground G. An anchor plate 20 is placed inside an excavation hole 18 formed in the ground G, and the precast concrete foundation 16 and the anchor plate 20 are connected by a connecting member 22. In the excavation hole 18, a backfill portion 24 is formed of a backfill material 94 including a solidifying material and soil. A filler layer 26 is formed of a filler 96 containing a solidifying material between the precast concrete foundation 16 and the backfill portion 24. The precast concrete foundation 16 has a through-hole 42 through which the connecting member 22 is inserted, and the filler 96 forming the filler layer 26 is filled through the through-hole 42.

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05-09-2019 дата публикации

SAND BOIL FILTER

Номер: US20190271129A1
Принадлежит:

In certain embodiments, a sand-boil filter includes a hollow, conical, water-porous structure made of a mesh material having spaced mesh holes. The filter is inserted narrow-end down into a sand boil to allow water to flow from the ground through the mesh material and out the top of the sand boil, while blocking solid matter larger than the mesh holes from passing through the mesh material. In some implementations, the filter is filled with gravel that holds the filter in place while allowing water to flow out of the sand boil. Such filters prevent sand boils from growing while relieving the underground hydrostatic pressure that created the sand boil in the first place and inhibiting subterranean erosion that can cause failure of a nearby levee. The conical shape provides relatively large surface area that inhibits clogging and allows each filter to be used for a range of different sand-boil sizes. 14-. (canceled)5. A sand-boil filter , comprising:a water-porous structure having a hollow conical shape and made of a mesh material having a plurality of spaced mesh holes, wherein the water-porous structure is insertable narrow-end down into a sand boil formed in ground to allow water to flow from the ground through the mesh material and out the top of the sand boil, while blocking solid matter larger than the mesh holes from passing through the mesh material and out of the top of the sand boil; and further comprising a restraining structure configured to restrain the water-porous structure from being lifted out of the sand boil, said restraining structure selected from the group consisting of (i) a restraining structure comprising a plurality of weighted objects placed within the hollow conical shape of the water-porous structure, wherein the weighted objects are sized to allow water and sediment smaller than the mesh holes to flow between the weighted objects and (ii) a restraining structure comprising arms that extend from the narrow end of the conical, water-porous ...

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09-09-2004 дата публикации

Apparatus and method for processing audio signal and computer readable recording medium storing computer program for the method

Номер: US2004176948A1
Автор:
Принадлежит:

An audio signal processing apparatus and method and a computer readable recording medium storing a computer program for the method are provided. The audio signal processing apparatus includes: an input unit that receives the audio signal; and a signal processing unit that processes the audio signal received from the input unit using at least one of network information and terminal information and signal information, wherein the network information refers to information regarding the network, the status of the network varies at any time, the terminal information refers to information regarding the terminal, the status of the terminal varies at any time, and the signal information refers to information on the audio signal. The audio signal can be efficiently streamed in real-time using the network information and/or the terminal information, which vary at any time, so that the audio signal transmitted from, for example, a server side, can be seamlessly received by a terminal and can be reproduced ...

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18-05-2023 дата публикации

GROUND ANCHORING APPARATUS AND METHOD

Номер: US20230151576A1
Принадлежит:

Various implementations include a ground anchoring apparatus including a longitudinal body, first and second retaining members, and a set of expanding linkage assemblies. The first retaining member is rigidly coupled to the longitudinal body. The second retaining member is movably coupled to the longitudinal body. Each expanding linkage assembly includes first and second linkage members. The first linkage member has first and second portions, and the second linkage member has third and fourth portions. The first portion is rotatably coupled to the first retaining member. The fourth portion is rotatably coupled to the second retaining member. The third portion is rotatably coupled to the second portion. The set of expanding linkage assemblies is movable between a collapsed and expanded configuration. The second retaining member is closer to the first retaining member and the third portion is further from the central axis in the expanded configuration than in the collapsed configuration.

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07-08-2019 дата публикации

ФОРМОВОЧНАЯ ВСТАВКА И ОБЛИЦОВОЧНЫЙ БЛОК С ТАКОЙ ВСТАВКОЙ

Номер: RU2018104386A

РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2018 104 386 A (51) МПК E02D 29/02 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2018104386, 05.07.2016 (71) Заявитель(и): ТЕРР АРМЕ ЭНТЕРНАСЬОНАЛЬ (FR) Приоритет(ы): (30) Конвенционный приоритет: 07.07.2015 FR 15 56425 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 07.02.2018 R U (43) Дата публикации заявки: 07.08.2019 Бюл. № 22 (72) Автор(ы): ФРЕТАГ Никола (FR), БЕННАНИ Яссин (FR) (86) Заявка PCT: (87) Публикация заявки PCT: WO 2017/006043 (12.01.2017) R U (54) ФОРМОВОЧНАЯ ВСТАВКА И ОБЛИЦОВОЧНЫЙ БЛОК С ТАКОЙ ВСТАВКОЙ (57) Формула изобретения 1. Формовочная вставка (8), выполненная с возможностью введения в пресс-форму для изготовления бетонного облицовочного блока (4), предназначенного для укрепленного насыпного сооружения (90), при этом указанное укрепленное насыпное сооружение содержит облицовку, образованную такими облицовочными блоками, и насыпь, в которой расположены арматурные элементы, соединенные с облицовкой, при этом формовочная вставка (8) содержит: - кожух (1), ограничивающий общий объем соединения, связывающего арматурный элемент (3) с облицовочным блоком, при этом указанный общий объем является открытым и расширяется в сторону опорной плоскости Р, - оболочку (2) сердечника, выполненную посредством литья отдельно от кожуха, при этом кожух имеет первую боковую сторону (15) с выполненным в ней первым отверстием (11), в которое посажен первый концевой участок (21) оболочки сердечника, отличающаяся тем, что оболочка сердечника имеет общую форму усеченного конуса. 2. Формовочная вставка по п. 1, в которой кожух имеет вторую боковую сторону (16) с выполненным в ней вторым отверстием (12), в которое посажен второй концевой участок (22) оболочки сердечника. 3. Формовочная вставка по п. 2, в которой на уровне первого концевого участка и второго концевого участка указанная посадка произведена без значительного зазора за счет клинового эффекта ...

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07-04-1999 дата публикации

A method of combating soil movement in foundation trenches

Номер: GB0002329914A
Принадлежит:

A method of combating soil movement in a foundation trench (2) filled with poured concrete characterised in that, prior to pouring the concrete into the trench (2), a sheet of compressible fill material (1) is held against a wall (4) of the trench (2) by applying a force around the bottom and top edges (41, 40) of, and in the direction from the bottom edge (41) to the top edge (40) of, the exposed surface of the compressible fill material (1). The compressible fill material may be supported (5) at a predetermined spacing above the base of the trench.

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15-08-2020 дата публикации

Height-adjustable shaft-ring element.

Номер: AT0000522089B1
Принадлежит:

Die Erfindung betrifft ein höhenverstellbares Schachtringelement (1) umfassend ein Oberteil (2), das oberhalb eines Unterteils (3) angeordnet ist, das Oberteil (2) zumindest ein erstes Auflageelement und das Unterteil (3) zumindest ein zweites Auflageelement aufweisen, wobei die Auflageelemente durch eine Abfolge von, sich in Umfangsrichtung nur über einen Teilbereich des vollen Umfanges des Schachtringelementes (1) erstreckenden ersten bzw. zweiten Rohrmantelabschnitten (5, 8) gebildet sind, wobei die Abschnitthöhen (9) von jeweils zwei in der Umfangsrichtung (4) unmittelbar aufeinanderfolgender zweiter Rohrmantelabschnitte (8) in der Umfangsrichtung (4) größer werden, und die zweiten Rohrmantelabschnitte (8) waagrechte Auflageflächen aufweisen, wobei die Abschnitthöhen (6) von jeweils zwei in einer Umfangsrichtung (4) unmittelbar aufeinanderfolgender erster Rohrmantelabschnitte in der Umfangsrichtung (4) kleiner werden, und die ersten Rohrmantelabschnitte (5) waagrechte Auflageflächen ...

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15-11-2016 дата публикации

Stützwand

Номер: AT517077A4
Автор:
Принадлежит:

Stützwand (1) zur Abstützung einer Böschung (2), wobei die Stützwand (1) zumindest eine Abfolge von Balken (3) und zumindest eine, orthogonal oder quer zu den Balken (3) angeordnete, Stützschiene (4) aufweist, wobei die Stützschiene (4) zumindest eine Stützschulter (5), mit der die Stützschiene (4) auf der von der Böschung (2) abgewandten Seite (13) auf den Balken (3) aufliegt, und zumindest einen Stützschienenkanal (6) aufweist, wobei die Stützschiene (4) mittels zumindest einer Mutter (7) der Stützwand (1) an zumindest einem, in der Böschung (2) verankerten Anker (8) der Stützwand (1) befestigt ist, wobei der Stützschienenkanal (6), vorzugsweise vollständig, in einen Bereich (9) zwischen den Balken (3) versenkt angeordnet ist und die Mutter (7), vorzugsweise vollständig, innerhalb des Stützschienenkanals (6) angeordnet ist.

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05-01-2017 дата публикации

Edge protection safety bund system

Номер: AU2015306060A1
Принадлежит: WRAYS PTY LTD

An edge protection safety bund system (10) for use in connection with a rock bund made of rock fill. The edge protection safety bund system (10) comprises a bund module (12) having a barrier wall (14) and a base plate (16). The bund module (12) is preferably one of a plurality of bund modules (12) arranged side by side to form an extended barrier wall (14). The barrier wall (14) of each module (12) extends substantially perpendicularly upwards from the base plate (16), and a support web (18) extends at an angle from a rear face of the barrier wall (14) to an upper surface of the base plate (16). In use, when rock fill is dumped onto the rear of the bund modules (12), and allowed to flow back to its natural angle of repose behind the barrier walls (14), it creates a rock bund (20) with a front face formed by the extended barrier wall (14).

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18-06-2020 дата публикации

Thin stabilized segmental wall blocks, soil reinforcing system, and methods

Номер: AU2018383697A1
Принадлежит: Spruson & Ferguson

A segmental wall block, soil reinforcing system, and method related thereto, wherein the wall block may be used for constructing retaining walls. In one embodiment, the segmental wall block may include: a front face; a rear face; a slot disposed along the rear face; a troughed top face; a bottom face; a first and second open core extending from the top face to the bottom face; a first side having a tongue; and an opposing second side having a groove, wherein the tongue is shaped to interlock with the groove. A soil system may include: a wall block component including a first configuration of interlocked segmented wall blocks as described, and a stabilizing component. A method of reinforcing soil may include the steps of: installing a leveling pad of concrete or gravel; and providing a soil stabilizing system.

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08-10-2020 дата публикации

Protection device for landslide prevention

Номер: AU2020102073A4
Принадлежит: Remarkable IP

The present invention discloses a protection device for landslide prevention, including a guide rail, a fixing bolt, a drill bit, a drill bit transmission device, a material box, and an injection device, wherein a right support rod is provided on the right side of the bottom of the guide rail, a left support rod is obliquely provided on the left side of the right support rod, an upper support rod is provided between the left side of the bottom of the guide rail and the left support rod, a positioning sleeve is provided inside the right support rod, the fixing bolt is inserted into the positioning sleeve, the right end of the guide rail is fixedly connected to a positioning rod, the drill bit transmission device is provided inside the guide rail, a thread pipe is provided in the middle of the right side of the drill bit transmission device, the injection device is provided on the left side of the top of a support column, the material box is provided on the left side of the support column ...

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15-08-2019 дата публикации

ELONGATED CONNECTING ELEMENT FOR ANCHORING MEMBERS AND METHOD FOR PROVIDING AND INSTALLING AN ELONGATED CONNECTING ELEMENT FOR ANCHORING MEMBERS

Номер: CA0003090352A1
Принадлежит: ROBIC

An elongated connecting element (1) for anchoring members, which is provided with a first anchoring end portion (1a) designed to be inserted into an anchoring region (10) and a second end portion (1b) which defines a head, which lies opposite the first anchoring end portion (1a) and is designed to interact with an element to be anchored (20), the elongated connecting element (1) comprising an external tubular element (2) which accommodates an internal elongated body (3), the external tubular element (2) defining, at the head, at least one feeding port (2a) for a synthetic anchoring mix (30) and, at the first anchoring end portion, at least one exit opening (2b) for the synthetic anchoring mix (30), the synthetic anchoring mix (30) being designed to set, penetrating at least partially into the anchoring region (10) and creating a stable connection between the anchoring region (10) and the elongated connecting element and between the respective portions of the external tubular element (2) ...

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15-08-2013 дата публикации

GEOCELL FOR MODERATE AND LOW LOAD APPLICATIONS

Номер: CA0003075033A1
Принадлежит: PIASETZKI NENNIGER KVAS LLP

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14-09-2021 дата публикации

CONCRETE FOUNDATION STRUCTURE AND METHOD FOR CONSTRUCTING SAME

Номер: CA3099161C
Принадлежит: PREX CO LTD, PREX CO., LTD

Provided are a concrete foundation structure capable of fiimly fixing a precast concrete foundation to a ground, and a method for constructing the structure. The concrete foundation structure comprises a precast concrete foundation placed on a surface of a ground; an excavation hole formed by excavating the ground below the precast concrete foundation; an anchor plate placed inside the excavation hole; a rod-shaped connecting member connecting the precast concrete foundation and the anchor plate; a backfill portion formed by backfilling a backfill material including a solidifying material into the excavation hole; and a filler layer formed by filling a filler including a solidifying material between the precast concrete foundation and the backfill portion. The foundation comprises: a foundation body for covering the backfill portion from above; and a projecting portion provided to project downward from an outer periphery of the foundation body and is embedded in the ground.

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02-06-2016 дата публикации

SEA BED TERMINAL FOR OFFSHORE ACTIVITIES

Номер: CA0002981140A1
Принадлежит:

The publication relates to a shallow water seabed terminal (40) for storing and loading or unloading hydrocarbons, such as LNG, oil or gas, comprising a floatable, removable module (20), and a removable seabed substructure (10) intended to be supported by a seabed (19), the floatable module (20) being releasably fixed to the seabed substructure (10) so that a harbour terminal is formed, the seabed substructure (10) comprises a base structure (11) provided with buoyancy devices, an upwards extending wall structure (12) extending up from the base structure (11) and arranged along at least a part of the periphery of the base structure (11), the base structure also being provided with an opening (18) in the wall structure (12) for allowing the floatable module (20), to be berthed in and supported by the seabed substructure (10). The base structure (11) is provided with a submerged beam or base slab structure (35) extending laterally out from the vertical wall structure (12), configured to support ...

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25-02-2016 дата публикации

EDGE PROTECTION SAFETY BUND SYSTEM

Номер: CA0002954199A1
Принадлежит:

An edge protection safety bund system (10) for use in connection with a rock bund made of rock fill. The edge protection safety bund system (10) comprises a bund module (12) having a barrier wall (14) and a base plate (16). The bund module (12) is preferably one of a plurality of bund modules (12) arranged side by side to form an extended barrier wall (14). The barrier wall (14) of each module (12) extends substantially perpendicularly upwards from the base plate (16), and a support web (18) extends at an angle from a rear face of the barrier wall (14) to an upper surface of the base plate (16). In use, when rock fill is dumped onto the rear of the bund modules (12), and allowed to flow back to its natural angle of repose behind the barrier walls (14), it creates a rock bund (20) with a front face formed by the extended barrier wall (14).

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15-08-2013 дата публикации

GEOCELL FOR MODERATE AND LOW LOAD APPLICATIONS

Номер: CA0002864152A1
Принадлежит:

Geocells for moderate to low load applications are disclosed here. The geocells have a cell wall thickness of from 0.25 mm to 0.95 mm. They have a wall strength of from 3500 N/m to 15000 N/m.

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17-12-2015 дата публикации

DEVICE FOR RETAINING SOLIDS, METHODS FOR MANUFACTURING AND FOR ATTACHING SUCH A DEVICE

Номер: CA0002951573A1
Автор: ROURE FREDERIC
Принадлежит:

Le dispositif (10) de rétention de solides comporte: un maillage (105) en matériau synthétique, un moyen (110) de fixation d'un revêtement en fibre végétale à au moins une partie du maillage et le revêtement (115) en fibre végétale pour recouvrir au moins une partie du maillage.

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13-12-2016 дата публикации

AN INFLATABLE CONTAINMENT STRUCTURE AND METHOD FOR RECOVERING HYDROCARBONS OR TOXIC FLUIDS LEAKING FROM A SUB-SEA-STRUCTURE

Номер: CA0002927192C
Принадлежит: DYNAMIC SHELTERS INC., DYNAMIC SHELTERS INC

A resiliently deformable containment structure having an open bottom end and a raised center portion. A central hub, situated centrally in a textile containment sheet, is provided. A plurality of elongate inflatable beam members are arranged circumferentially around the central hub, each extending radially outwardly and in a downwardly-extending manner therefrom and each underlying or overlying the textile containment sheet to support, when inflated, the textile containment sheet in a downwardly- extending shape to form an enclosure having an open bottom end. Distal ends of the inflatable beam members are tethered to one or more anchor members situated below the open bottom end of the dome structure. The structure is suited for placement above and over a compromised sub-sea structure for collecting and recovering to surface fluids which may be leaking therefrom. A method for containing and recovering such fluids from a compromised sub-sea structure is further disclosed.

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16-04-2019 дата публикации

Quickly reinforced geotechnical thread anchor rod and use method thereof

Номер: CN0109629565A
Принадлежит:

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06-09-2016 дата публикации

CAST-IN-PLACE PILE CONSTRUCTION METHOD USING COMPACTION DEVICE

Номер: KR1020160104923A
Принадлежит:

The present invention relates to a cast-in-place pile construction method using a compaction device, capable of easily constructing a cast-in-place pile by facilitating compaction and easily removing sludge after the ground is bored. The construction method includes: a) a step of forming a boring hole on the ground using a boring machine; b) a step of inserting the compaction device into the boring hole using the boring machine, mixing front end residual slime formed when the boring hole is formed with a front end fixing liquid, compressing and removing the mixed front end residual slime by pressing the mixed residual slime to an expanding ground, and drawing the compaction device from the boring hole; and c) a step of constructing the cast-in-place pile in the boring hole (H) in which the residual slime is compressed and removed. COPYRIGHT KIPO 2016 ...

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18-06-2020 дата публикации

Spiral Vegetation Mat

Номер: KR1020200070731A
Автор:
Принадлежит:

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24-10-2018 дата публикации

LATERAL BENDING TYPE ANCHOR ROD STRUCTURE AND CONSTRUCTION METHOD THEREOF

Номер: KR101911067B1
Автор: KIN, IN HO
Принадлежит: KIN, IN HO

The present invention relates to a lateral bending type anchor rod structure used for indenting a reinforcing body such as a pile or mounting the reinforcing body on a floor plate that is a base. The lateral bending type anchor rod structure is formed with a lateral bending portion integrally formed between lower ends of both vertical portions, and the lateral bending portion is horizontally inserted to be in contact with a surface of the floor plate for the vertical portions to be installed to be in contact with an indentation hole of the floor plate. COPYRIGHT KIPO 2018 ...

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13-08-2020 дата публикации

ANCHOR OF EXPANDIBLE TYPE

Номер: KR0102144649B1
Автор:
Принадлежит:

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22-07-2016 дата публикации

EXTENDABLE GROUND IMPROVING DEVICE USED FOR REMOVAL TYPE SOIL-NAILING METHOD

Номер: KR101642229B1
Принадлежит: YUN, TAE HONG, JEON, SANG HYUN

The present invention relates to an extendable ground improving device used for a removal type soil-nailing method comprising: a first anchoring member with a plurality of rotary blade members, and a second anchoring member anchored with the first anchoring member while pushing and spreading the blade members by rotating a strand. The plurality of blade members spread underground, thereby being firmly fixated underground. As such, an effect of stably anchoring the first and second anchoring members underground is obtained. COPYRIGHT KIPO 2016 ...

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15-11-2016 дата публикации

REINFORCED EARTH RETAINING WALL WITH IMPROVED WATER DISCHARGE FUNCTION AND CONSTRUCTION METHOD THEREOF

Номер: KR101676016B1
Автор: KIM, SEONG RYU

The present invention relates to a reinforced earth retaining wall with an improved water discharge function capable of securing the stability of the retaining wall by preventing intakes of percolating water and gushout water to reinforced earth filled between vertical water discharge panels by covering the reinforced earth in a rear side of a concrete block with the vertical water discharge panels, improving the water discharge function by forming a horizontal water discharge layer between the stacked vertical water discharge panels to guide the percolating water flowing into the reinforced earth to the vertical water discharge panels, and maximizing a function of the retaining wall by reinforcing horizontal reinforcing members to horizontal reinforcing panels and to a construction method thereof. COPYRIGHT KIPO 2016 (AA) First step of cleaning and arranging the ground (BB) Second step of forming a first concrete block layer (CC) Third step of installing a first floor water discharge panel ...

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11-12-2018 дата публикации

협소한 테두리 여유공간을 갖는 지하 구조물의 흙막이벽 구축공법

Номер: KR0101928054B1
Автор: 진충환
Принадлежит: 보현산업개발 주식회사

... 본 발명은, CIP 파일(50) 또는 PHC 파일(80)과 동축선상 또는 인접하여 수직방향으로 어스앵커(30)를 매립하여 어스앵커(30)의 매립시 요구되는 지하 공간을 현저히 줄이면서도 파일의 내력을 유지할 수 있는 협소한 테두리 여유공간을 갖는 지하 구조물의 흙막이벽 구축공법에 관한 것이다. 이러한 본 발명은, 흙막이벽(100)의 설치 위치에 따라 지반을 천공하여 파일-천공홀(10)을 형성하는 단계; 상기 파일-천공홀(10)의 깊이보다 깊게 앵커-천공홀(20)을 형성하는 단계; 상기 앵커-천공홀(20)에 어스앵커(30)를 삽입하고 상기 어스앵커(30)에 연결된 강선(31)을 지상으로 노출시키는 단계; 상기 철근조립체(40)에 인장홀을 형성하기 위한 인장파이프(41)를 설치하는 단계; 상기 파일-천공홀(10)에 철근조립체(40)를 삽입하는 단계; 상기 파일-천공홀(10)에 콘크리트를 타설하여 양생하는 단계; 및 상기 강선(31)을 상기 인장파이프(41)에 통과시켜 지압판(33)으로 긴장시킨 후 고정하는 단계;를 포함한다.

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11-12-2020 дата публикации

Pile head modular reinforcement apparatus and the reinforcement method of pile cap and footing using the same

Номер: KR0102190424B1
Автор:
Принадлежит:

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31-08-2017 дата публикации

ANCHOR WITH EXPANDED FRONT END AND PRETENSION NAIL CONSTRUCTION METHOD USING SAME

Номер: KR101773535B1
Принадлежит: PARK, KWANG JUN, PARK, JOON

According to the present invention, provided is an anchor with an expanded front end, comprising: an anchor body having a hollow cylindrical shape and an expanded front end to be hooked and supported on ground of an inner circumferential surface of a hollow wall so as to generate a resistance force; a fixing block located on a rear end side of the anchor body and fixed to an end of the hollow wall such that when the anchor body is inserted into an inner surface of the hollow wall, the anchor body is in a position parallel to a center of the hollow wall; a cone-shaped expansion block located on a front end side of the anchor body and expanding a front end of the anchor body to be hooked and supported on the ground of the inner circumferential surface of the hollow wall; and a nail inserted into the hollow wall in a state that the anchor body, the fixing block, and the expansion block are integrally coupled to one another, and securing pretension by a pressure plate and a nut configured on ...

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13-09-2018 дата публикации

ANCHOR BOLT FOR COMPOSITE WALL SUPPORTER

Номер: KR1020180101678A
Автор: PARK, SANG MOK
Принадлежит:

The present invention relates to an anchor bolt for a composite wall supporter. According to the present invention, the anchor bolt to fix the composite wall supporter comprises: a support bolt having a screw part formed on an upper part and having a curved part formed on a bottom; and a reinforcement member installed on the outer circumferential surface of the support bolt, wherein the reinforcement member is fixed and installed to an arranged rebar. Accordingly, a plurality of reinforcement members are welded in a shape crossing each other, are put on the arranged rebar, and are connected and fixed by a fastening wire, such that a work for welding and fixing the anchor bolt to the rebar one by one by a welder, thereby preventing fire and accident occurring during a welding process, maximally reducing labor costs, and enabling a worker to easily perform installation. COPYRIGHT KIPO 2018 ...

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07-11-2019 дата публикации

REINFORCED BLOCK WITH INSTALLABLE FLOWERPOT

Номер: KR0102042226B1
Автор:
Принадлежит:

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25-01-2018 дата публикации

RETAINING WALL WITH REINFORCEMENT STEEL PLATE FOR SUPPORTING EARTH ANCHOR OF PRECAST CONCRETE PILE AND CONSTRUCTION METHOD OF SAME

Номер: KR101822175B1
Автор: CHUNG, WON YONG
Принадлежит: K2CONSTRUCTION CO., LTD., CHUNG, WON YONG

The present inventions relates to a retaining wall with a reinforcement steel plate for supporting an earth anchor of a precast concrete pile, and the precast concrete pile therefor. The present invention increases stiffness of the retaining wall by supporting the precast concrete pile by using an earth anchor when the retaining wall is constructed by using a preliminarily manufactured precast concrete pile such as a PHC pile and improves bending stiffness of the precast concrete pile itself by using a steel plate while easily performing a wale installing work when wale installation is required when necessary. COPYRIGHT KIPO 2018 ...

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31-03-2017 дата публикации

석션 파일 앵커

Номер: KR0101722191B1
Автор: 임인규
Принадлежит: 삼성중공업 주식회사

... 본 발명의 일 실시예에 따르면, 석션 파일 앵커가 제공된다. 석션 파일 앵커는 자성체를 포함하는 석션 파일 및 석션 파일에 결합되어, 자성체와의 접촉을 통해 자성체를 자화시키는 자기장 발생부를 포함할 수 있다.

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03-01-2017 дата публикации

PILE PRESSING DEVICE USING STRUCTURE PENETRATION FIXING UNIT AND PILE PRESSING REINFORCEMENT BODY, AND CONSTRUCTION METHOD THEREOF

Номер: KR101689781B1
Автор: KIM, SUN YOUNG

The present invention relates to a pile pressing device using a structure penetration fixing unit and a pile pressing reinforcement body and a construction method thereof, capable of pressing a pile on a side of an existing pile based on using the pile pressing device after installation of the device. The pile pressing reinforcement body comprises: upper and lower horizontal reinforcement bodies having a side fixated to a side of an existing structure, having the other side penetrated by an anchor rod to be fixated in order to distribute and deliver a bending moment and a horizontal force to the existing structure, generated during a pile pressing procedure of the pile pressing device; upper and lower connection plates integrated with the upper and lower horizontal reinforcement bodies to be extended to the existing structure; and a structure penetration fixing unit penetrating the existing structure to fixate the upper and lower connection plates to the upper and lower surfaces of the ...

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07-01-2021 дата публикации

SEAWALL USING SCREW PILES

Номер: US20210002845A1
Автор: Jones Jason S.
Принадлежит:

A seawall is supported on a seabed along a coastline using a plurality of screw piles, each having a shaft and a helical flight about the shaft adjacent a bottom end of the shaft. The screw piles are penetrated into the seabed at spaced apart positions along the coastline such that each screw pile defines a lower portion embedded into the seabed and an upper portion protruding upwardly from the seabed. A plurality of modular wall panels, each formed of concrete material and having post apertures at opposing ends thereof, are each mounted onto two adjacent ones of the screw piles by inserting the upper portions of the screw piles into the post apertures at the opposing ends of the wall panel such that the wall panels are connected in series with one another along the coastline. 1. A seawall system for being supported on a seabed along a coastline , the system comprising:a plurality of screw piles having a lower portion including a helical flight so as to be arranged to be penetrated into the seabed and an upper portion above the lower portion arranged to protrude upwardly from the lower portion penetrated into the seabed; anda plurality of modular wall panels formed of concrete material and arranged for connection in series with one another to form a wall, each wall panel being arranged for mating connection with one or more of the screw piles for anchoring the wall to the seabed.2. The system according to wherein each wall panel includes an end portion locating a post aperture therein arranged to receive the upper portion of one of the screw piles vertically slidable therein.3. The system according to wherein each end portion locating the post aperture therein is formed of concrete.4. The system according to wherein each post aperture receives the upper portion of the respective screw pile therein such that a top end of the screw pile is substantially flush with a top end of the wall panel.5. The system according to wherein two adjacent wall panels are arranged to ...

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03-01-2019 дата публикации

Block Retaining Wall with Micro-Pile Soldier Piles

Номер: US20190003142A1
Принадлежит: H&k Group Inc

A retaining wall system includes a plurality of large mass retaining blocks formed with vertically oriented openings passing therethrough for the installation of micro-pile soldier piles. The retaining blocks can be formed of pre-cast concrete and stacked vertically so that the vertical openings are aligned for the installation of micro-pile soldier piles through the stacked retaining blocks and into the bedrock below the retaining blocks. The micro-pile soldier piles can include a steel casing that is installed through the aligned vertical openings to terminate at the bedrock with grout filling the steel casing except for optional reinforcement. The retaining blocks can be formed with cutout key openings that allow concrete to be inserted to provide a key interlock between adjacent retaining blocks to further stabilize the retaining wall. The retaining wall can also include a row of waler blocks that incorporate a pair of tie-back anchors for each waler block.

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26-01-2017 дата публикации

A POST SUPPORT DEVICE

Номер: US20170022679A1
Автор: Hayman Paul David
Принадлежит:

A support device adapted to support the base of a post or pile above the base of a foot hole excavated in preparation for pouring concrete having a lower tier adapted to contact the base of the foot hole and provide a support surface and an upper tier adapted to provide a post or pile supporting platform. The lower tier and the upper tier are separated by one or more support walls that define a region beneath the base of the post or pile to be filled with concrete. 1. A support device adapted to support the base of a post or pile above the base of a foot hole excavated in preparation for pouring concrete , the device comprising:a lower tier adapted to contact the base of the foot hole and provide a support surface,an upper tier adapted to provide a post or pile supporting platform, andthe lower tier and the upper tier separated by one or more support walls that span at least between the lower tier and the upper tier to thereby define a region to be filled with concrete.2. A device as claimed in wherein the one or more support walls extend beyond the upper tier to define claim 1 , together with the upper tier claim 1 , an enclosure region.3. A device as claimed in claim 1 , wherein the enclosure region is adapted to substantially enclose the bottom of a post or pile residing on the upper tier.4. A device as claimed in claim 1 , wherein the enclosure region is formed between an inner surface of the support walls and an upper surface of the upper tier.5. A device as claimed in claim 1 , wherein a portion of the one or more support walls extending beyond the upper tier has one or more holes configured to allow a fastener to pass.6. A device as claimed in claim 1 , wherein the upper tier has an internal region claim 1 , defined by the one or more support walls claim 1 , adapted to form an interference fit with the bottom of a post or pile to be supported.7. A device as claimed in claim 1 , wherein the upper tier has a square profile.8. A device as claimed in claim 1 , ...

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28-01-2021 дата публикации

APPARATUS AND METHODS FOR REINFORCING TELECOMMUNICATIONS TOWERS

Номер: US20210025124A1
Автор: SEMAAN Robert, You Hanming
Принадлежит:

A reinforcing apparatus for a telecommunications tower having a foundation at least partially embedded in the ground includes: a plurality of reinforcing bars at least partially embedded in the foundation; a transition member extending outward from the foundation; a joint connector connecting the plurality of reinforcing bars to a first end of the transition member; and an anchor attached to a second end of the transition member. The anchor is embedded in the ground. Methods of reinforcing a telecommunications tower are also described. 1. A reinforcing apparatus for a telecommunications tower , the telecommunications tower comprising a foundation at least partially embedded in the ground , comprising:a plurality of reinforcing bars at least partially embedded in the foundation;a transition member extending outward from the foundation;a joint connector connecting the plurality of reinforcing bars to a first end of the transition member; andan anchor attached to a second end of the transition member, wherein the anchor is embedded in the ground.2. The reinforcing apparatus according to claim 1 , wherein the anchor comprises a bearing plate and a support member claim 1 , the second end of the transition member is attached to the bearing plate claim 1 , and the bearing plate is retained within the support member.3. The reinforcing apparatus according to claim 2 , wherein the support member comprises one or more of a concrete deadman claim 2 , a sheet pile claim 2 , a concrete block claim 2 , or a metal beam.4. The reinforcing apparatus according to claim 1 , wherein the transition member comprises a tension bar claim 1 , rebar claim 1 , a concrete beam claim 1 , a metal beam claim 1 , a threaded rod claim 1 , a wire claim 1 , a cable claim 1 , a steel bar claim 1 , an angle claim 1 , a flat bar claim 1 , a solid rod claim 1 , or a channel.5. The reinforcing apparatus according to claim 1 , wherein each of the plurality of reinforcing bars comprise a dowel bar claim 1 , ...

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04-02-2021 дата публикации

ELONGATED CONNECTING ELEMENT FOR ANCHORING MEMBERS AND METHOD FOR PROVIDING AND INSTALLING AN ELONGATED CONNECTING ELEMENT FOR ANCHORING MEMBERS

Номер: US20210032829A1
Принадлежит:

An elongated connecting element for anchoring members, which is provided with a first anchoring end portion designed to be inserted into an anchoring region and a second end portion which defines a head, which lies opposite the first anchoring end portion and is designed to interact with an element to be anchored. The elongated connecting element includes an external tubular element which accommodates an internal elongated body, the external tubular element defining, at the head, at least one feeding port for a synthetic anchoring mix and, at the first anchoring end portion, at least one exit opening for the synthetic anchoring mix. The synthetic anchoring mix is configured to set, penetrating at least partially into the anchoring region and creating a stable connection between the anchoring region and the elongated connecting element and between the respective portions of the external tubular element and of the internal elongated body. 118-. (canceled)19. An elongated connecting element for anchoring members , the elongated connecting element comprising: a first anchoring end portion designed to be inserted into an anchoring region and a second end portion which defines a head , which lies opposite the first anchoring end portion and is designed to interact with an element to be anchored , comprising an external tubular element which accommodates an internal elongated body , said external tubular element defining , at said head , at least one feeding port for a synthetic anchoring mix and , at said first anchoring end portion , at least one exit opening for said synthetic anchoring mix , said synthetic anchoring mix being designed to set , penetrating at least partially into said anchoring region and creating a stable connection between said anchoring region and said elongated connecting element and between the respective portions of said external tubular element and of said internal elongated body.20. The elongated connecting element according to claim 19 , ...

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07-02-2019 дата публикации

MACHINE AND METHOD FOR INSTALLING VERTICAL DRAINS IN THE GROUND

Номер: US20190040599A1
Принадлежит:

The invention relates to a machine for putting a drain into place in ground, machine comprising: 119-. (canceled)20. A machine for putting a drain into place in ground , the machine comprising:a drive tube presenting a longitudinal axis and having a bottom end;a movement device for moving the drive tube in a direction parallel to the longitudinal axis;a drain extending inside the drive tube and having a bottom end extending outside the drive tube;at least one anchor;a fastener device for fastening the anchor to the drain; anda cutter member for cutting the drain and arranged under the fastener device; anda cutter device for cutting the anchor from a strip.21. The machine according to claim 20 , wherein the machine further comprises an actuator device for simultaneously actuating the cutter device and the fastener device.22. The machine according to claim 20 , wherein the cutter device comprises a blade for cutting the anchor from the strip.23. The machine according to claim 20 , including an assembly station which comprises the fastener device and the cutter device claim 20 , and a feeder device for feeding a free end part of the strip into the assembly station.24. The machine according to claim 20 , further comprising a reel for receiving the rolled up strip.25. The machine according to claim 24 , wherein the reel is mounted to rotate relative to a support of the machine.26. The machine according to claim 25 , wherein the reel is mounted to rotate about an axis of rotation that is parallel to the longitudinal axis of the drive tube.27. The machine according to claim 20 , further comprising a device for un-rolling the strip at least in part.28. The machine according to claim 20 , wherein the cutter device includes a setting member for modifying the length of the anchor cut from the strip.29. The machine according to claim 20 , wherein the fastener device is configured to fasten the anchor to the drain by crimping.30. The machine according to claim 20 , further ...

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03-03-2022 дата публикации

IMPROVED STRIP SOIL REINFORCING AND METHOD OF MANUFACTURING

Номер: US20220064895A1
Автор: Taylor Thomas P.
Принадлежит:

A soil reinforcing element and method of manufacturing for use in a mechanically stabilized earth (MSE) structure. A smooth metal strip is fabricated into a soil reinforcing element that is manufactured from stock pulled from a coil, the surface of the strip surface is manipulated using the technique of cold forming. Where the manipulated surface is optimized to consist of a peak and a valley to increase the pullout resistance when embedded in an earthen formation involving a mechanically stabilized earth (MSE) structure. 1. A strip soil reinforcing element , for use in a mechanically stabilized earth (MSE) structure , comprising:a stock member consisting of a strip wherein all surfaces on said strip are smooth, where the surface of the strip is manipulated using a cold forming process by passing said strip through opposing surfaces of two profile dies imparting a resistance profile on said strip;said resistance profile includes at least one first peak member on a first side of said strip having said first side and an opposite second side, and extending between respective at least a first flat section and a second flat section of said strip;each of said first and said second flat sections extending along a common plane;a first flat side and a second flat side on opposing sides of said at least one peak member having equal lengths and defining an obtuse medial angle therebetween;a first obtuse angle defined from said first flat side of said at least one first peak relative to said first flat section and a second obtuse angle defined from said second flat side of said at least one first peak relative to said second flat section; andsaid first obtuse angle and said second obtuse angle being between 160-140 degrees and said obtuse medial angle between said first and said second flat sides is between 120-100 degrees; whereby said resistance profile optimizes a pullout resistance of said strip soil reinforcing member from said mechanically stabilized earth (MSE) structure ...

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21-02-2019 дата публикации

Fiber Block System

Номер: US20190055706A1
Автор: Santha B. Lanka
Принадлежит:

A fiber block system suitable for controlling erosion and stabilizing soil is described that comprises a fiber block formed of a densely packed natural fibers and having an apron extending therefrom, wherein the apron is formed of the same natural fibers. The fiber block and apron are enclosed in a sleeve of fiber mesh and ties are disposed in the fiber block and connect to the sleeve. The fiber block, mesh, and ties can be made of coir fibers. 1. A fiber block system for perimeter sediment control , slope length shortening , and check dam applications comprising:a fiber block comprising a top side, a bottom side opposing the top side, a front side connected to the top side, a rear side opposing the front side and extending between the top side and the bottom side, a right side, and a left side opposing the right side, wherein the fiber block comprises compressed natural fibers;a sleeve encasing the fiber block, wherein the sleeve comprises a natural fiber mesh; and,a plurality of ties extending through the fiber block, wherein each tie of the plurality of ties comprises a first end extending through one of the top side, the bottom side, the front side, and the rear side of the fiber block and a second end extending through another of the top side, the bottom side, the front side, and the rear side of the fiber block, wherein each tie of the plurality of ties connects to the sleeve at the first end and the second end of the tie, whereby the plurality of ties supports the fiber block, and wherein each tie of the plurality of ties comprises natural fibers.2. The fiber block system of claim 1 , further comprising an apron projecting outward the front side of the fiber block claim 1 , wherein the apron comprises an apron body comprising compressed natural fibers.3. The fiber block system of claim 2 , wherein the apron body comprises an apron top side and an apron bottom side claim 2 , and wherein the apron top side is aligned oblique to the apron bottom side.4. The ...

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21-02-2019 дата публикации

Geosynthetic Reinforced Wall Panels Comprising Soil Reinforcing Members

Номер: US20190055712A1
Принадлежит: TENSAR INTERNATIONAL CORPORATION

Geosynthetic reinforced wall panels including soil reinforcing members and retaining wall system formed therewith are disclosed. The geosynthetic reinforced wall panels include any type of wall panels, such as a precast concrete wall panels, that are supported by an arrangement of soil reinforcing members. Various configurations of soil reinforcing members may include end tabs and/or inner tabs that have strips arranged therebetween. Examples of soil reinforcing members include, but are not limited to narrow-width single-section reinforcing members, narrow-width multi-section reinforcing members, and wide-width reinforcing members. Further, a retaining wall system is provided that includes any arrangement of the one or more geosynthetic reinforced wall panels. 1. A retaining wall system comprising:(a) a retaining wall facing element, the retaining wall facing element comprising a plurality of embedded retaining wall connectors comprising discrete first geogrid sections;(b) a plurality of tension connectors in communication with the embedded connector first geogrid sections; and(c) a plurality of soil reinforcing members comprising discrete second geogrid sections in communication with the tension connectors.2. The system of claim 1 , wherein the retaining wall facing element is a precast concrete panel.3. The system of claim 1 , wherein the embedded connector first geogrid sections and the soil reinforcing second geogrid sections comprise a corrosion-resistant material that is substantially inert to chemical degradation.4. The system of claim 3 , wherein the corrosion-resistant material that is substantially inert to chemical degradation comprises HDPE.5. The system of claim 1 , wherein the tension connectors comprise a corrosion-resistant material that is substantially inert to chemical degradation.6. The system of claim 5 , wherein the material that is substantially inert to chemical degradation comprises HDPE.7. The system of claim 1 , wherein the tension ...

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04-03-2021 дата публикации

PASSIVE TAILINGS COMPACTOR

Номер: US20210062447A1
Автор: BROWN DOUG ROY
Принадлежит:

The Passive Tailings Compactor is a system of components for facilitating the continuous passive drainage and consolidation of fine-grained sediments in active and continuous deposition environments. The invention consists of a flotation device, an anchor mass, and a drainage conduit which acts as a tether between the flotation device and the anchor. The flotation device also serves to orient the drainage conduit horizontally. As water or sediment levels rise, the flotation device rotates, releasing drainage conduit wrapped around its axis. This allows the flotation device to move upwards, extending the drainage conduit passively. The flotation device uses asymmetrical fixed weights to resist lesser rotational forces. The drainage conduit serves to create a path of relatively high hydraulic conductivity, protected by a filter barrier, for the dissipation of pore pressures and consolidation of buried sediments. The anchor mass fixes the system in place. 16-. (canceled)7. A passive tailings compactor for installing and maintaining a vertical drainage pathway through tailings , comprising:a drainage conduit which serves to enable the flow of water from the tailings while filtering and excluding solid particles;an anchor attached to one end of the drainage conduit; anda flotation device attached to the other end of the drainage conduit having a central axis about which a length of the drainage conduit is wrapped;wherein the flotation device is asymmetrically weighted or shaped to resist rotation.8. The passive tailings compactor of claim 7 , wherein the relative net buoyancy of the flotation device is less than that of water claim 7 , but higher than that of the tailings claim 7 , thereby allowing the flotation device to remain submerged in water and still rest above the tailings.9. The passive tailings compactor of claim 7 , wherein the drainage conduit is a coarse rope material core wrapped with a geotextile filter cloth sheath.10. The passive tailings compactor of ...

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04-03-2021 дата публикации

MULTI-FUNCTION RETAINING STRUCTURE AND IMPLEMENTATION METHOD THEREOF

Номер: US20210062450A1
Автор: Niroumand Bahman
Принадлежит:

A multi-function retaining structure for excavation and drainage operations during construction process and a method for excavation and implementation of a multi-function retaining structure at a target location. The multi-function retaining structure includes a first I-beam, a second I-beam, a third I-beam, a first inclined stiffener plate, and a second inclined stiffener plate. The method includes positioning the multi-function retaining structure above the target location, driving the multi-function retaining structure into the target location by pushing the bottom edge of the third web into the target location, softening soils in the target location by jetting water to the soils utilizing a first water jet tube and a second water jet tube, extracting the first water jet tube and the second water jet tube from the rectangular chamber, and draining water from the rectangular chamber by utilizing a water drainage pump and through a drainage tube. 1- A multi-function retaining structure for excavation and drainage operations during construction process , the multi-function retaining structure comprising:a first I-beam comprising a first web;a second I-beam comprising a second web, a first side of the first I-beam fixedly connected to a first side of the second I-beam, a main surface of the second web parallel to a main surface of the first web, the first I-beam and the second I-beam defining a rectangular chamber between the first web and the second web;a third I-beam comprising a third web, the third I-beam interconnected between a bottom end of the first I-beam and a bottom end of the second I-beam;a first inclined stiffener plate, a top edge of the first inclined stiffener plate attached to a bottom edge of the first web, a bottom edge of the first inclined stiffener plate attached to a bottom edge of the third web;a second inclined stiffener plate, a top edge of the second inclined stiffener plate attached to a bottom edge of the second web, a bottom edge of the ...

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08-03-2018 дата публикации

LANDSCAPING STAKE AND DRIVER

Номер: US20180064034A1
Принадлежит:

Disclosed herein is a landscaping stake and related driver. Generally, the landscaping stake is directed to a stake that may be configured into a U-shape and driven into the ground to secure landscaping elements such as edging. The stake has elongated legs having a contoured profile in cross-section which makes the legs very resistant to deformation permitting the landscaping stake to be driven into hard surfaces. The driver is configured to releasably engage the upper and of the landscaping stake. The driver spreads impact forces to the legs of the landscaping stake preventing damage to the stake while it is being driven into the ground 1. A landscaping stake , comprising: a concave cross-sectional profile over at least a portion of a length of said elongated leg;', 'a pointed tip disposed at a free end of said elongated leg; and', 'a plurality of serrated elements formed in at least one edge of said elongated leg proximate to said pointed tip; and, 'first and second elongated legs each having a first shoulder forming a first transition surface between said flat first end and said concave cross-sectional profile of said first elongated leg; and', 'a second shoulder forming a second transition surface between said second flat end and said concave cross-sectional profile of said second elongated leg;, 'a joint formed from a planar element having a substantially uniform thickness and bent into a u-shaped configuration, the joint extending between a first end and a second end, wherein said first and second ends are substantially flat;'}wherein said joint integrally connects said first and second elongated legs, and said joint is deformable to hold said first and second elongated legs in a desired orientation relative to one another.2. The landscaping stake of claim 1 , wherein said pointed tips and said serrated elements are located on each of said concave profiles of each of said elongated legs.3. The landscaping stake of claim 1 , wherein said serrated elements are ...

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17-03-2022 дата публикации

Building Elements For Making Retaining Walls, And Systems And Methods Of Using Same

Номер: US20220081868A1
Принадлежит:

A budding element for coupling with other budding elements to erect a retaining wall. Exemplary building elements have receiving spaces for receiving increased weight of fill material to provide increased stability. Optionally, each building element can have an enlarged face profile that provides efficiency in the shipping and assembly process. Optionally, each building element can define alignment voids that receive portions of alignment posts for ensuring vertical alignment between adjacent building elements or portions of building elements. 124-. (canceled)25. A building element for forming a portion of a retaining wall , the building element comprising:a face panel having a rear surface;a beam member having a proximal end portion coupled to the rear surface of the face panel and a distal end portion spaced from the proximal end portion, wherein the beam member comprises a main body having first and second side surfaces that extend along a length of the beam member,wherein the first and second side surfaces of the main body and the rear surface of the face panel cooperate to define first and second receiving spaces on opposing sides of the beam member,wherein the first and second side surfaces of the main body of the beam member define one or more support structures that are configured to positively support and create substantial arching of fill within the first and second receiving spaces.26. The building element of claim 25 , wherein the beam member has an upper surface and a lower surface claim 25 , wherein the one or more support structures comprise at least one longitudinal elbow that projects outwardly from the main body of the beam member and extends along a length of the beam member between the proximal end portion and the distal end portion of the beam member claim 25 , wherein the at least one longitudinal elbow is spaced from each of the upper surface and the lower surface of the beam member along the third axis.27. The building element of claim 26 , ...

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07-03-2019 дата публикации

TIP FOR A FOUNDATION PILE

Номер: US20190071835A1
Принадлежит: Proferro NV

A tip is described for attachment to a bottom end of a foundation pile. The tip comprises a cast iron tip body and an element partially molded into the cast iron tip body. A foundation pile assembly comprises such a tip. A method for manufacturing is provided for such a tip. 115.-. (canceled)16. A tip , for attachment to a bottom end of a foundation pile , wherein the tip comprises a cast iron tip body , wherein the tip further comprises an element partially molded into the cast iron tip body.17. A tip according to claim 16 , wherein:the tip extends axially from a top attachment side for the attachment of the foundation pile to an opposite bottom tip side along a central longitudinal axis;the cast iron tip body also extends axially along the central longitudinal axis of the tip, from a top end to a bottom end; andthe element partially molded into the cast iron tip body also extends axially along the central longitudinal axis of the tip, from an external end toward a molded end.18. A tip according to claim 16 , wherein the element partially molded into the cast iron tip body:comprises a molded part which extends into the cast iron tip body and is enveloped by the cast iron of the cast iron tip body; andcomprises an external part which extends outside the cast iron tip body.19. A tip according to claim 16 , wherein the element partially molded into the cast iron tip body consists of a material having a higher melting point than the cast iron of the cast iron tip body.20. A tip according to claim 18 , wherein the molded part comprises the following:one or more openings, recesses and/or protrusions which at least partially extend radially; and/orone or more openings, recesses and/or protrusions which at least partially extend axially, eccentrically with respect to the central longitudinal axis.21. A tip according to claim 16 , wherein the tip is configured for attachment to a steel foundation pile by means of a welded joint claim 16 , wherein the element partially ...

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12-05-2022 дата публикации

PILE WITH GROUND ANCHORING MEMBERS

Номер: US20220145563A1
Автор: WILLIAMSON Justin
Принадлежит: PATENTED FOUNDATIONS PTY LTD

A pile ground anchoring member is disclosed which includes an elongate member having a longitudinal axis, and an anchoring portion connected to the elongate member. The anchoring portion has a plate and also an arcuate member that is radially spaced from the elongate member. The plate has an arcuate distal edge. The plate is connected to the elongate member at a non-perpendicular angle to the longitudinal axis. The arcuate member is located on the arcuate distal edge of the plate. The plate has a leading portion which includes a lower portion of the arcuate distal edge that extends beyond the arcuate member and engages the earth as the pile is screwed into the ground. 1. A pile comprising:an elongate member having a longitudinal axis; anda first anchoring portion and a second anchoring portion connected to the elongate member,wherein each of the first and second anchoring portions comprise only one planar plate connected to a respective arcuate member that is radially spaced from the elongate member,wherein each plate has an arcuate distal edge and a leading portion which includes a lower portion of the arcuate distal edge that extends beyond the respective arcuate member and engages the earth as the pile is screwed into the ground,wherein the arcuate members are located on the respective arcuate distal edges of the plates,wherein the plates are connected to the elongate member at non-perpendicular angles to the longitudinal axis,wherein the first anchoring portion is spaced from the second anchoring portion along the longitudinal axis of the elongate member, andwherein the plate of the first anchoring portion lies in a first plane and the plate of the second anchoring portion lies in a second plane.2. A pile as claimed in claim 1 , wherein the elongate member includes a connecting portion.3. A pile as claimed in claim 2 , wherein the connecting portion is located at an end portion of the elongate member.4. A pile as claimed in claim 3 , wherein the connecting ...

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12-04-2018 дата публикации

GROUND REINFORCEMENT STRUCTURE AND CONSTRUCTION METHOD THEREOF

Номер: US20180100280A1
Принадлежит: KOLON GLOBAL CORPORATION

Provided is a ground reinforcement structure installed on a ground () in which a sandy soil layer () having a weak surface layer is provided and thus large-caliber excavation is difficult to be performed, the ground reinforcement structure including a ground reinforcement material () including: an expansion-type steel pipe () inserted to be installed in a small-caliber drilled portion (A) having a diameter of 51 mm to 61 mm and expanded by hydraulic pressure; and a settlement member () coupled to a rear end of the expansion-type steel pipe (). Here, the expansion-type steel pipe () is inserted into the sandy soil layer (), and the settlement member () is inserted into a rock layer (). In this case, the settlement member () of the ground reinforcement structure according to the present invention is fixed to the rock layer (), fixing force is excellent. 11011100. A ground reinforcement structure installed on a ground () in which a sandy soil layer () having a weak surface layer is provided and thus large-caliber excavation is difficult to be performed , the ground reinforcement structure comprising a ground reinforcement material () comprising:{'b': '110', 'an expansion-type steel pipe () inserted to be installed in a small-caliber drilled portion (A) having a diameter of 51 mm to 61 mm and expanded by hydraulic pressure; and'}{'b': 120', '110, 'a settlement member () coupled to a rear end of the expansion-type steel pipe (),'}{'b': 110', '11, 'wherein the expansion-type steel pipe () is inserted into the sandy soil layer (), and'}{'b': 120', '12, 'the settlement member () is inserted into a rock layer ().'}2110. The ground reinforcement structure of claim 1 , wherein the expansion-type steel pipe () has a diameter gradually decreasing from a front end to a rear end thereof.3210100200100. The ground reinforcement structure of claim 1 , wherein a grout injection pipe () is coupled along an outer circumferential surface of the ground reinforcement material () to fill ...

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02-06-2022 дата публикации

TIEBACK INSTALLATION APPARATUS AND SYSTEM

Номер: US20220170230A1
Автор: Timmerman James
Принадлежит:

The present invention is a tieback installation system, comprising: a mount, wherein the mount is secured to a piece of machinery having mechanical, hydraulic, and electrical connection means; a motor mechanically connected to the mount and hydraulically and electrically connected to the piece of machinery; and a drive shaft connected to the motor, wherein the drive shaft is sized to receive an anchoring member. 1. A tieback installation system , comprising:a mount, wherein the mount is secured to a piece of machinery having mechanical, hydraulic, and electrical connection means;a motor mechanically connected to the mount and hydraulically and electrically connected to the piece of machinery; anda drive shaft connected to the motor, wherein the drive shaft is sized to receive an anchoring member.2. The tieback installation system of claim 1 , wherein the drive shaft is longitudinally extending from the motor.3. The tieback installation system of claim 1 , wherein the piece of machinery has hydraulic and electrical controls claim 1 , and wherein the hydraulic and electrical controls are connected to the motor.4. The tieback installation system of claim 1 , wherein the motor provides a rotary motion about a longitudinal axis.5. The tieback installation system of claim 1 , wherein the controls of the piece of machinery are able to maintain the motor claim 1 , drive shaft claim 1 , and anchoring member along a longitudinal axis claim 1 , while also translating the anchoring member along the longitudinal axis.6. The tieback installation system of claim 1 , wherein the mount is able to adjust the position of the motor.7. The tieback installation system of claim 1 , wherein the hydraulic and electrical controls are remote.8. The tieback installation system of claim 1 , wherein the drive shaft is releasably connected to the anchoring member9. A tieback installation system comprising:a guide system connected to a piece of machinery;a motor mechanically connected to the guide ...

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29-04-2021 дата публикации

Foundation for a Structure

Номер: US20210123204A1
Принадлежит:

A foundation for a structure pre-stressed via a plurality of tensioning members includes a foundation slab and a suspension device cast into the foundation slab. The suspension device includes an anchor element, which may be an upper anchor plate, located at least as high as an upper side of the foundation slab, the anchor element for attachment to one of the tensioning members. The suspension device also includes a lower anchor plate located at least as low as within a lower third of the foundation slab. The structure may be a container, a tower or a wind turbine tower. The structure may include a stack of prefabricated concrete parts. The disclosure is also directed to the combined structure and foundation, and to a method of manufacturing a structure having a foundation. 130-. (canceled)31. A foundation for a structure pre-stressed via a plurality of tensioning members , the foundation comprising:a foundation slab; anda suspension device cast into the foundation slab and including an anchor element located at least as high as an upper side of the foundation slab, the anchor element for attachment to one of the tensioning members, the suspension device also including a lower anchor plate located at least as low as within a lower third of the foundation slab.32. The foundation according to claim 31 , wherein the lower anchor plate is cast into a lower side of the foundation slab and the suspension device extends from the lower side to at least the upper side.33. The foundation according to claim 31 , wherein the suspension device is connected to the anchor element.34. The foundation according to claim 31 , wherein the foundation slab is pre-stressed via the suspension device.35. The foundation according to claim 31 , wherein the suspension device includes at least one longitudinal element connecting the lower anchor plate to the anchor element.36. The foundation according to claim 35 , wherein the anchor element includes an upper anchor plate one of attached to or ...

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04-05-2017 дата публикации

Launchable Tethered Remote Anchoring Module

Номер: US20170121927A1
Автор: Hoyt Robert
Принадлежит: Tethers Unlimited Inc.

A launchable land anchor having a tether, an anchor head housing a self-righting control module, a ground penetration device, a plurality of stability panels extending from a bottom portion having an interior surface and an exterior surface, and a plurality of sensors disposed on said exterior surface of said stability panels. Embodiments according to the present invention allow for self-righting functionality and continuous monitoring of stability to ensure security of the anchoring and removing the need of an on-site operator to setup and monitor the land anchor. 1. A launchable land anchor , comprising:a tether;an anchor body;an anchor head housing a self-righting control module;a ground penetration device disposed in said anchor body;a plurality of stability panels having an interior surface and an exterior surface; anda plurality of sensors disposed on said exterior surface of said stability panels,wherein said plurality of stability panels extend from a bottom portion of said anchor body.2. The launchable land anchor of claim 1 , wherein said tether comprises a power over tether.3. The launchable land anchor of claim 1 , further comprising a plurality of extendable sharply pointed projections.4. The launchable land anchor of claim 1 , wherein said self-righting control module comprises:a self-righting motor;a drill translation motor; anda motor controller.5. The launchable land anchor of claim 1 , wherein said self-righting control module comprises:a stored energy device;a drill translation motor; anda motor controller.6. The launchable land anchor of further comprising:an inner structure having a top, a middle, and a bottom;a self-righting collar disposed around said middle having a plurality of short struts extending from said collar;a plurality of long struts connectively attached to said plurality of short struts; anda plurality of lead screws disposed in said inner structure threading said collar.7. The launchable land anchor of wherein said ground ...

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25-04-2019 дата публикации

TOWER FOUNDATION WITH CONCRETE BOX GIRDER BEAMS

Номер: US20190119875A1
Принадлежит:

Concrete foundations for supporting towers and other structures under heavy cyclical loads are described. Some or all of the major concrete components, such as the beams and the hubs, that form the foundation are fabricated off-site and then transported to the intended use site for the foundation. The concrete components can be fabricated as pre-cast segments, sections, or pieces, with the pre-cast segments then being assembled in the field at the use site to form each component, and the components then being assembled together to form the foundation. In one embodiment, the beams used in the foundation may have a box-girder construction. 1. A wind turbine foundation , comprising:a center hub that is configured to be secured to a tower of a wind turbine;a plurality of pre-cast concrete beams secured to and projecting radially outward from the hub, each of the pre-cast concrete beams is formed:a) as a box girder construction; and/orb) from a plurality of pre-cast concrete beam segments that are assembled together.2. The wind turbine foundation of claim 1 , wherein each of the pre-cast concrete beams is formed as a box girder construction.3. The wind turbine foundation of claim 1 , wherein each of the pre-cast concrete beams is formed from a plurality of the pre-cast concrete beam segments that are assembled together.4. The wind turbine foundation of claim 2 , wherein each of the pre-cast concrete beams is formed from a plurality of the pre-cast concrete beam segments that are assembled together.5. The wind turbine foundation of claim 1 , wherein the center hub is formed from pre-cast concrete.6. The wind turbine foundation of claim 1 , wherein the center hub is formed from a plurality of pre-cast concrete hub segments that are assembled together.7. The wind turbine foundation of claim 1 , further comprising a plurality of post tensioning cables that extend through the pre-cast concrete beams and securing the pre-cast concrete beams and the center hub to one another.8. ...

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25-08-2022 дата публикации

CONSTRUCTION METHOD FOR RECYCLABLE ANCHOR ROD

Номер: US20220267979A1
Принадлежит: Dalian University of Technology

A construction method for a recyclable anchor rod. The recyclable anchor rod includes a reinforcing steel bar body and an unlocking device. The unlocking device includes a housing, a fixed panel, a top limiter, lifting screw limiters, a lifting screw, transmission gears, gear clamping arms, a thread limiter, and a pressure bearing plate. The construction method includes: 1, positioning; 2, drilling; 3, anchoring; 4, performing primary grouting; 5, performing secondary grouting; 6, tensioning and locking; and 7, recycling the reinforcing steel bar body. Shock-absorbing pressure-bearing devices are arranged between the lower end of the housing and the pressure bearing plate. The present disclosure effectively solves the problems that a conventional anchor rod hinders the construction of an adjacent underground structure and pollutes underground environment, and the problems that the existing recyclable anchor rod unlocking device is unstable, does not have earthquake resistance, and cannot realize 100% recovery of rod bodies. 1. A construction method for a recyclable anchor rod , wherein the recyclable anchor rod comprises a reinforcing steel bar body , an unlocking device , a base plate , and an anchor head; the tail end of the reinforcing steel bar body is an unlocking end; the unlocking end comprises a first conventional section , a first diameter reducing section , a second conventional section , a threaded section , and a second diameter reducing section from bottom to top; the diameter of the second diameter reducing section is less than or equal to the thread inner diameter of the threaded section; the cross section of the top of the second diameter reducing section is in a radial sawtooth shape; the unlocking device includes a housing , a top limiter located at the top end of the housing , and a fixed panel fixedly connected to the housing; annular lifting screw limiters are arranged on the fixed panel; the lifting screw penetrates through the lifting screw ...

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11-05-2017 дата публикации

EDGE PROTECTION SAFETY BUND SYSTEM

Номер: US20170130417A1
Принадлежит: HIRAM (WA) PTY LTD

An edge protection safety bund system () for use in connection with a rock bund made of rock fill. The edge protection safety bund system () comprises a bund module () having a barrier wall () and a base plate (). The bund module () is preferably one of a plurality of bund modules () arranged side by side to form an extended barrier wall (). The barrier wall () of each module () extends substantially perpendicularly upwards from the base plate (), and a support web () extends at an angle from a rear face of the barrier wall () to an upper surface of the base plate (). In use, when rock fill is dumped onto the rear of the bund modules (), and allowed to flow back to its natural angle of repose behind the barrier walls (), it creates a rock bund () with a front face formed by the extended barrier wall (). 1. An edge protection safety bund system for use in connection with a rock bund made of rock fill , the safety bund system comprising:a bund module having a barrier wall and a base plate, the barrier wall extending substantially perpendicularly upwards from the base plate, and a support web extending at an angle from a rear face of the barrier wall to an upper surface of the base plate, wherein the barrier wall, base plate and support web of each bund module is moulded as a single integral structure and wherein, in use, when rock fill is dumped onto the rear of the bund module and allowed to flow back to its natural angle of repose behind the barrier wall it creates a rock bund with a front face formed by the barrier wall so that an impact of a truck crashing into the front face of the rock bund will be imparted through the safety bund system and into the rock fill horizontally and therefore the rock fill will more effectively inhibit the truck from pushing through the rock bund.2. An edge protection safety bund system as defined in claim 1 , wherein the bund module is one of a plurality of bund modules arranged side by side to form an extended barrier wall.3. An ...

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01-09-2022 дата публикации

Combined Suction Anchor Reinforced by Grouting Spiral Anchor

Номер: US20220275597A1
Принадлежит:

Provided is a combined suction anchor reinforced by a grouting spiral anchor, including a gravity suction anchor, an L-shaped skirt board and a spiral anchor. The gravity suction anchor includes a suction anchor top plate and a wall of a suction anchor barrel body and uses a concrete press block to reach an estimated set position faster during penetration due to self-weight thereof. Thereafter, the skirt board is lifted to outside of the suction anchor through a lug, and a fixing bolt is used to connect the skirt board to the suction anchor. The spiral anchor rod passes through a skirt board hole performed in the skirt board to penetrate into a deep site of seabed, and concrete is grouted through the skirt board hole to a seabed soil area loosened due to penetration of the spiral anchor rod, thereby forming a concrete reinforced area after the concrete solidifies. 1. A combined suction anchor reinforced by a grouting spiral anchor , comprising a gravity suction anchor , an L-shaped skirt board and a spiral anchor;wherein the gravity suction anchor is closed at an upper end and open at a lower end and comprises a suction anchor top plate and a wall of a suction anchor barrel body, a groove is formed between the wall of the suction anchor barrel body and the suction anchor top plate, and a concrete press block is provided in the groove; and the suction anchor top plate is further provided with a suction anchor negative pressure hole, and a suction anchor eye is provided at an upper end of the suction anchor negative pressure hole;the L-shaped skirt board has an annular shape and is provided with skirt board lugs that are symmetrically arranged at an upper part of the L-shaped skirt board, the skirt board lugs are configured to lift the L-shaped skirt board to outside of the suction anchor to be connected to the suction anchor, and a plurality of rows of skirting anchors are provided at a lower part of the L-shaped skirt board, so as to improve a horizontal bearing ...

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02-05-2019 дата публикации

SHEET PILE RETAINING WALL SYSTEM

Номер: US20190127941A1
Автор: Sydlik Michael
Принадлежит: Earth, Inc.

A sheet pile retaining wall system employing corrugated sheet piles not requiring temporary shoring to be used when widening and/or stabilization of existing highway embankment. The wall system provides a front face wall having a plurality of resistance fins perpendicularly extending therefrom via three-way connectors. The fin sheet piles first include a brace fin sheet for reducing stresses in the front face wall, then a series of additional resistance fin sheets terminating at an elevation below the face wall for accommodating a pipe drainage/utility cradle. Between the slope of the existing embankment, a temporary excavation bench, an excavation backslope, and the higher front face wall is reinforced concrete backfill for pre-stressing the wall system when fluid—and, when set, optionally engaging supplementary structural features within the set concrete backfill such as dowels/tie down anchors. 1. A sheet pile embankment retaining and/or stabilizing system , comprising:a face wall defining a front face of the embankment having an existing gradient;the face wall including a plurality of face wall sheet piles, wherein each face wall sheet pile terminates at a cantilever elevation located above the gradient;at least one brace fin sheet pile, each brace fin sheet pile spaced apart, along and perpendicularly connected to the face wall, each brace fin sheet pile terminating at a brace elevation located between the cantilever elevation of the face wall and the gradient;a plurality of additional resistance fin sheet piles connected linearly to each brace fin sheet pile, each plurality of resistance fin sheet piles terminating at a cradle elevation located below the cantilever elevation, wherein each plurality of interconnected resistance fin sheet piles interconnects each respective brace fin sheet pile so that said respective fin sheet piles define a linear relationship relative to each other;a temporary excavation bench defined by an absence of removed embankment ...

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03-06-2021 дата публикации

INTERLOCKING STABILIZATION SYSTEM FOR STABILIZING SLOPE, UNRESTRAINED EARTH OR THE LIKE

Номер: US20210164186A1
Принадлежит:

The present invention aims to provide an interlocking stabilization system () for stabilizing slope, unrestrained earth or the like. Accordingly, the interlocking stabilization system () includes: a) a compressed bearing plate (); b) at least one earth anchor () having a plurality of extendable pivotally hinged wings () penetrated to a predetermined depth and in communication with the compressed bearing plate () through a tendon bar/wire (); wherein the compressed bearing plate () is adapted to be compressed and advanced toward the at least one earth anchor () through the tendon bar/wire (), such that a reflective frustum cone or compact soil reaction () is formed thereof; wherein the plurality of extendable pivotally hinged wings () of the at least one earth anchor () is able to extend outwardly to an angle as the earth anchor () is progressively withdrawn under the compression, such that a frustum cone or end bearing force () is formed thereof; and wherein action-reaction forces (reflective frustum and end bearing force) defined between the compressed bearing plate () and progressively with-drawn of the at least one earth anchor () through the tendon bar/wire () are able to eliminate or overcome the active and passive zone pressures existed in the slope, unrestrained earth or the like. 1100100. An interlocking stabilization system () for stabilizing slope , unrestrained earth or the like , the interlocking stabilization system () includes:{'b': '110', 'a) a compressed bearing plate ();'}{'b': 150', '152', '110', '160, 'b) at least one earth anchor () having a plurality of extendable pivotally hinged wings () penetrated to a predetermined depth and in communication with the compressed bearing plate () through a tendon bar/wire ();'}{'b': 110', '150', '160', '112, 'wherein the compressed bearing plate () is adapted to be compressed and advanced toward the at least one earth anchor () through the tendon bar/wire (), such that a reflective frustum cone or compact soil ...

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30-04-2020 дата публикации

UMBRELLA ANCHORAGE

Номер: US20200131729A1
Принадлежит: ANADOLU UNIVERSITESI REKTORLUGU

The invention is an application that completely alter the operating principle and load transfer mechanism of the anchorage technique used in the field of civil engineering, in particular at the excavation bracing and slope stability applications with a novel root zone apparatus. 1. The invention relates to an anchorage system used particularly in excavation supporting and slope stability applications in the field of constructional engineering characterized in that it comprises:{'b': 1', '3', '1', '3', '1', '1', '3', '1', '1', '1', '1', '2', '1', '1', '3', '1', '1', '1', '2', '1, 'Open-Close ring (.) comprising multiple lower connection brackets (..) that are fixedly and mountedly positioned, that allow the coupling of the support elements (...), that is positioned anywhere on the anchorage body () and that open cutter vanes (..) by means of enabling the movement of support elements (...) and multiple cutter vanes (..) cutting the surface during the deployment of umbrella-shape anchoring,'}{'b': 1', '3', '1', '1', '1', '2', '1', '1', '1', '3, 'Multiple support elements (...) that ensure cutting wings (..) to assume a vertical position by anchoring body () during the deployment of umbrella-shape anchoring by the movement of open/close ring (.) towards the surface where the anchoring shall be performed,'}{'b': 2', '1', '4, 'Guide tube () that gets fixed to anchoring once the anchoring is inside the hole after the anchorage body () it owns drives the anchoring to desired depth and that ensures the anchorage cable () to remain at the center,'}{'b': 4', '1, 'Anchoring cable () that ensures the anchorage body () it comprises to pass through the hollow tube form,'}{'b': 1', '3', '2', '1', '3', '1', '2', '1, 'Grouting ring (..) positioned at the lower part of open/close ring (.) and that ensures the formation of a composite structure between cutter vanes (..) and cement grouting by injecting cement water into the well.'}2. (canceled)3. (canceled)4. (canceled)5. (canceled) ...

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17-06-2021 дата публикации

METHOD AND SYSTEM FOR FORMING STRUCTURES IN FLUID, ESPECIALLY UNDER WATER

Номер: US20210180285A1
Автор: VISCH Guido Luuc
Принадлежит:

The disclosure is related to a method for forming structures in a liquid, preferably underwater using a flowing, settable material, wherein the material used has a density which is substantially equal to the density of the liquid in which the structure is formed as well as a system for such method and structures formed. 1. A method for forming structures in a liquid using a flowing , settable material , characterized in that the settable material has a density which is substantially equal to a density of the liquid in which each structure is formed.2. The method according to claim 1 , wherein the method further comprises injecting the settable material directly into the liquid at a desired level at which each structure is formed claim 1 , wherein each structure is free formed.3. The method according to claim 2 , wherein the settable material is injected into and/or over and/or against a support structure provided in the liquid claim 2 , wherein the support structure is a natural structure or an artificial structure.4. The method according to claim 1 , wherein the method further comprises injecting the settable material into a flexible casing provided in the liquid.5. The method according to claim 4 , wherein the casing comprises at least one chamber into which the settable material is injected through at least one inlet opening claim 4 , wherein the casing is at least in part pliable claim 4 , and wherein the casing is at least partly shaped during and/or after injection of the settable material.6. The method according to claim 1 , wherein the method further comprises pumping the settable material through at least one injector line to form each said structure.7. The method according to claim 1 , wherein the settable material comprises non-compressible particles.8. The method according to claim 7 , wherein the said non-compressible particles are made of glass claim 7 , and wherein the particles are spheres.9. The method according to claim 1 , wherein the settable ...

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23-05-2019 дата публикации

ANCHOR PILE AND INSTALLATION METHOD FOR SAME

Номер: US20190153684A1
Автор: UEZU Masanao
Принадлежит: TACHIGAMI IRON WORKS CO., LTD.

The present invention provides an anchor pile and installation method for the same, which includes insertion hole portions and guide portion formed in the side surface of a hollow pipe. In a state where a resistance member formed of a material that can be elastically deformed is stored within the pipe, the anchor pile is driven into the ground. When an auxiliary tool is used to pull up the resistance member in a vertical direction within the pipe after the anchor pile is driven into the ground, the protrusion portions of the resistance member slide on the guide portions and are deformed so as to be opened and extended toward the insertion hole portions. The protrusion portions of the resistance member are protruded from the insertion hole portions toward the ground and function to provide the resistance force of the anchor pile in the ground. 1. An anchor pile comprising:a hollow pipe in which at least two insertion hole portions are formed on a predetermined location in a side surface of the hollow pipe;a resistance member which includes at least two protrusion portions and which is stored in the pipe and constructed to move along the pipe by application of a predetermined external force with an auxiliary tool that can perform a push-pull operation on the resistance member; anda guide portion which guides the protrusion portion of the resistance member such, that the protrusion portion is protruded from the insertion hole portion to an outside of the pipe by the push-pull operation of the auxiliary tool on the resistance member,wherein the guide portion is a region of an outer circumference of the pipe wherein the guide portion is formed by forming a slit in the side surface of the pipe and pressing the region inwardly to form the insertion hole portion, anda tip end portion of the guide Portion and an edge end portion formed on both sides of the insertion hole Portion and located in the outer circumference of the pipe wherein the tip end portion and the edge end ...

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08-06-2017 дата публикации

DEVICE FOR RETAINING SOLIDS, METHODS FOR MANUFACTURING AND FOR SECURING SUCH A DEVICE, FILTRATION DEVICE AND METHODS FOR MANUFACTURING AND DEPLOYING SUCH A DEVICE

Номер: US20170159259A1
Автор: Roure Frederic
Принадлежит:

A device for retaining solids includes a meshing, a removable fastener, and a covering. The meshing is made of synthetic material. The removable fastener to secure the covering is made of vegetable fiber to at least one portion of the meshing. The covering is made of vegetable fiber to cover at least part of the meshing. 115-. (canceled)16. A device for retaining solids , comprising:a meshing made of synthetic material;a removable fastener to secure a covering made of vegetable fiber to at least one portion of the meshing; andwherein the covering is made of vegetable fiber to cover at least part of the meshing.17. The device according to claim 16 , wherein the covering made of vegetable fiber covers at least half of a surface of the meshing.18. The device according to claim 16 , wherein a positioning of the covering is centered on the meshing.19. The device according to claim 16 , wherein the meshing is made of a biodegradable geotextile.20. The device according to claim 16 , wherein the covering comprises hemp fibers.21. The device according to claim 16 , wherein the covering is biodegradable.22. The device according to claim 16 , wherein the meshing comprises a fastener to secure to a surface.23. The device according to claim 22 , wherein the covering is configured to hold seeds to grow a vegetation over the surface on which the device is deployed.24. The device according to claim 23 , further comprising an unroller to unroll the meshing over the surface.25. The device according to claim 16 , further comprising eyelets configured to allow rods to pass through to secure the device to a surface supporting the device.26. The device according to claim 16 , wherein the covering is made of a non-woven fiber geotextile.27. A method of manufacturing the device for retaining solids according to claim 16 , comprising the steps of:attaching the covering made of vegetable fiber to the meshing made of synthetic material; andsecuring the covering to the meshing.28. The method ...

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14-06-2018 дата публикации

SEA BED TERMINAL FOR OFFSHORE ACTIVITIES

Номер: US20180163359A1
Принадлежит: GraviFloat AS

The publication relates to a shallow water seabed terminal () for storing and loading or unloading hydrocarbons, such as LNG, oil or gas, comprising a floatable, removable module (), and a removable seabed substructure () intended to be supported by a seabed (), the floatable module () being releasably fixed to the seabed substructure () so that a harbour terminal is formed, the seabed substructure () comprises a base structure () provided with buoyancy devices, an upwards extending wall structure () extending up from the base structure () and arranged along at least a part of the periphery of the base structure (), the base structure also being provided with an opening () in the wall structure () for allowing the floatable module (), to be berthed in and supported by the seabed substructure (). The base structure () is provided with a submerged beam or base slab structure () extending laterally out from the vertical wall structure (), configured to support the floatable, removable module, the beam or slab structure () being provided with sleeves or ducts extending through the submerged beam or slab structure () configured to receive the piles to be driven down into the seabed soil. 14020101920101011121111181220101135123535. A shallow water seabed terminal () for storing and loading or unloading hydrocarbons , such as LNG , oil or gas , comprising a floatable , removable module () , and a removable seabed substructure () intended to be supported by a seabed () , the floatable module () being releasably fixed to the seabed substructure () so that a harbour terminal is formed , the seabed substructure () comprises a base structure () provided with buoyancy devices , an upwards extending wall structure () extending up from the base structure () and arranged along at least a part of the periphery of the base structure () , the base structure also being provided with an opening () in the wall structure () for allowing the floatable module () , to be berthed in and ...

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15-06-2017 дата публикации

REMOVABLE GROUND ANCHOR BODY USING SPRING

Номер: US20170167103A1
Автор: SHIN Hyun Taik
Принадлежит:

A removable ground anchor body uses a spring and includes: a waterproof cap formed with an upward screw groove at an inner lower end; a housing that is coupled to a lower end of the waterproof cap and is formed with an upward locking protrusion therein; a body that is formed with a rotating main spring coupled to a screw groove of the waterproof cap at the top and is formed with a stopper on an outer peripheral edge to be locked to the locking protrusion of the housing; a stopper presser that is installed between the waterproof cap and the body and brings the lower end into close contact with the stopper upper surface of the body; a strand wire wedge; a wedge hold; and a head coupler. 1. A removable ground anchor body , comprising:a waterproof cap including a screw groove located inside the waterproof cap, wherein the screw groove extends upwardly from an inner lower end of the waterproof cap;a housing coupled to a lower portion of the waterproof cap and including a locking protrusion therein;a rotating mainspring coupled with the screw groove;a body coupled with the rotating main spring;a strand wire wedge coupled to a lower portion of the body and including a plurality of pieces;a wedge hold including a tapered hole for receiving the strand wire wedge, and including a locking jaw;a cushioning auxiliary spring located on the locking jaw and extending downward; anda head coupler coupled to a lower portion of the housing to house and support the wedge hold therein and including an entry hole at a bottom of the head coupler for receiving a tensile material.2. The removable ground anchor body of claim 1 , further comprising:a stopper presser located below and adjacent to the waterproof cap, and located within the housing, 'a stopper located on an outer peripheral edge of the body, and located between the stopper presser and the locking protrusion, such that the stopper is pressed against the locking protrusion by the stopper presser.', 'wherein the body comprises3. The ...

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21-05-2020 дата публикации

TOWER FOUNDATION WITH CONCRETE BOX GIRDER BEAMS

Номер: US20200157760A1
Принадлежит:

Concrete foundations for supporting towers and other structures under heavy cyclical loads are described. Some or all of the major concrete components, such as the beams and the hubs, that form the foundation are fabricated off-site and then transported to the intended use site for the foundation. The concrete components can be fabricated as pre-cast segments, sections, or pieces, with the pre-cast segments then being assembled in the field at the use site to form each component, and the components then being assembled together to form the foundation. In one embodiment, the beams used in the foundation may have a box-girder construction. 115-. (canceled)16. A wind turbine foundation , comprising:a center hub that is configured to be secured to a tower of a wind turbine;a plurality of pre-cast concrete beams secured to and projecting radially outward from the hub, each of the pre-cast concrete beams is formed as a box girder construction.17. The wind turbine foundation of claim 16 , wherein each of the pre-cast concrete beams is formed from a plurality of pre-cast concrete beam segments that are assembled together.18. The wind turbine foundation of claim 17 , wherein there are three of the pre-cast concrete beam segments for each of the pre-cast concrete beams.19. The wind turbine foundation of claim 17 , wherein at least two of the pre-cast concrete beam segments are hollow from an inner end to an outer end thereof.20. The wind turbine foundation of claim 16 , wherein the center hub is formed from pre-cast concrete.21. The wind turbine foundation of claim 16 , wherein the center hub is formed from a plurality of pre-cast concrete hub segments that are assembled together.22. The wind turbine foundation of claim 21 , wherein there are four of the pre-cast concrete hub segments.23. The wind turbine foundation of claim 21 , wherein the pre-cast concrete hub segments fit together into a ring shape.24. A wind turbine foundation claim 21 , comprising:a center hub that is ...

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22-06-2017 дата публикации

GROUND ANCHOR SYSTEM AND METHOD

Номер: US20170175353A1
Принадлежит:

A ground anchor system configured for introducing into a borehole, and comprising a plurality of straps each having a length dimension extending along a central longitudinal axis of the ground anchor system. Each of said straps has a width dimension taken along a major axis and a thickness dimension taken along a minor axis. The major axis and the minor axis are disposed at a transverse plane of the ground anchor system and intersect at a middle point. The middle point of each of said straps is intersected by an imaginary line extending through the longitudinal axis at the transverse plane. The imaginary line forms an angle smaller than 90° with the major axis of the respective strap. 1. A ground anchor system configured to be introduced into a borehole , the ground anchor system comprising:a plurality of straps each having a length dimension extending along a central longitudinal axis of the ground anchor system between a distal end and a proximal end, each of the plurality of straps having a width dimension taken along a major axis and a thickness dimension taken along a minor axis, the major axis and the minor axis being disposed at a transverse plane of the ground anchor system and intersect at a middle point; andan anchor sleeve configured for enveloping the plurality of straps therein;wherein each of the plurality of straps includes a middle point intersected by an imaginary line extending through the longitudinal axis at the transverse plane, the imaginary line forms an angle smaller than 90° with the major axis of the respective strap; andwherein said anchor sleeve has a sleeve length that is shorter than said length dimension of the straps, so that when said anchor sleeve envelopes the straps, said distal end of the plurality of straps is free of said anchor sleeve.2. The ground anchor system according to claim 1 , wherein said distal end of the plurality of straps is configured for directly contacting a grouting agent when being at least partially grouted ...

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22-06-2017 дата публикации

EARTH RETAINING WALL

Номер: US20170175355A1
Автор: Brown Franklin
Принадлежит:

A retaining wall () is disclosed having multiple piles () and multiple panels () mounted uprightly to the piles for lateral, pivotal movement. Each panel has a body portion () and an end hinge () mounted to each side end (). Each hinge includes hinge barrels () adapted to conform with the laterally opposing hinge barrels and spaces () located at the opposite end of another panel. 1. An earth retaining wall for retaining earth material placed against the entire height of the earth retaining wall , the earth retaining wall comprising at least two piles , and at least one panel having two laterally opposed end hinges , each said end hinge having a generally cylindrical barrel configured to receive one said pile for pivotal movement of said panel relative to said pile , said panel having an erected height of at least approximately two feet , said piles and said panel being of a size , construction , and strength to retain the force of dirt backfilled against the entire height of said panel without collapsing said earth retaining wall.2. The earth retaining wall of wherein each said at least one panel includes one said end hinge having at least two barrels vertically separated from each other to create a space therebetween claim 1 , and the other said end hinge having at least one barrel sized and shaped to fit within said space and in axially alignment with said at least two barrels claim 1 ,whereby the one barrel of a first panel may be positioned within the space of a second panel with the pile extending through both said one barrel and said at least two barrels.3. The earth retaining wall of wherein said piles are generally round in shape along a horizontal plane.4. The earth retaining wall of further comprising an earth anchor coupled to at least one said pile.5. The earth retaining wall of wherein said at least one panel has a support frame and a cover plate coupled to at least a portion of said support frame on the surface of said support frame facing the retained ...

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28-05-2020 дата публикации

RETROFIT REINFORCING STRUCTURE ADDITION AND METHOD FOR WIND TURBINE CONCRETE GRAVITY SPREAD FOUNDATIONS AND THE LIKE

Номер: US20200165792A1
Автор: HENDERSON Allan P.
Принадлежит: Terracon Consultants, Inc.

A retrofit reinforcing structure addition and method for an existing gravity spread foundation for a wind turbine or the like having a central pedestal and a spread section is provided. 1. A retrofit reinforcing structure addition for an existing spread foundation that has a central pedestal and a horizontal spread section , the retrofit structure comprising:a collar surrounding the central pedestal of the spread foundation, a base of the collar pressing on an upper surface of the horizontal spread section of the foundation;a plurality of radial bolts extending in a generally horizontal orientation from an outer perimeter of the collar, through the collar and into the pedestal; anda plurality of soil and/or rock anchor bolts extending in a generally vertical orientation through the collar and the horizontal spread section and into an underlying soil and/or rock substrate below the spread section.2. The retrofit spread foundation reinforcing structure addition as set forth in claim 1 , wherein said soil and/or rock anchor bolts and said radial bolts are post-tensioned.3. The retrofit spread foundation reinforcing structure addition as set forth in claim 1 , wherein said existing spread foundation has a tower already supported thereon when the retrofit structure is added.4. The retrofit spread foundation reinforcing structure addition as set forth in claim 1 , wherein said collar includes a shape sustaining outer member having a perimeter greater than an outer diameter of the pedestal to define a region between the shape sustaining outer member and the central pedestal claim 1 , said region having cementitious material poured therein which hardens to form a body of cementitious material surrounding the pedestal and contained within the shape sustaining outer member.5. The retrofit spread foundation reinforcing structure addition as set forth in claim 4 , wherein the perimeter of said shape sustaining outer member is generally circular.6. The retrofit spread foundation ...

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13-06-2019 дата публикации

Apparatuses and Methods for Fiber Rolls

Номер: US20190177945A1
Автор: Allard Douglas Paul
Принадлежит:

The invention provides components, structures, methods, and assemblies for controlling sedimentation and debris flow associated with soil erosion. The invention also provides components, structures, methods, and assemblies that are useful for anchoring fiber rolls along a sloped surface. 2. The apparatus of claim 1 , wherein the complementary closures on the side pieces of body member comprise a mechanical closure selected from the group consisting of a hook-and-loop fastener claim 1 , string claim 1 , a snap claim 1 , a staple claim 1 , and a zipper.3. The apparatus of claim 1 , wherein the fastener disposed along an interior of the body member comprises a tie-down string.4. The apparatus of claim 1 , further comprising an apron member extending from an exterior surface of the body member.5. The apparatus of claim 1 , further comprising a plurality of apron members extending from an exterior surface of the body member.6. The apparatus of claim 1 , wherein the elongated body member comprises an interior space claim 1 , and the interior space is adapted to define a substantially tubular opening.7. The apparatus of claim 1 , wherein the elongated body member is constructed of biodegradable burlap material.8. The apparatus of claim 1 , wherein the elongated body member is constructed of UV degradable polypropylene material.9. The apparatus of claim 1 , wherein the elongated body member comprises a high visibility color.10. The apparatus of claim 1 , wherein the elongated body member is adapted to fit around a segment of a single fiber roll.11. The apparatus of claim 1 , wherein the elongated body member is adapted to fit around an end portion of a first fiber roll and an end portion of a second fiber roll to couple the fiber rolls.12. The apparatus of claim 1 , wherein the elongated body member is adapted to be positioned at intervals along joints of a fiber roll assembly.13. The apparatus of claim 1 , further comprising a hoop disposed along an exterior portion of the ...

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20-06-2019 дата публикации

FLOATING MANHOLE COVER ASSEMBLY

Номер: US20190186099A1
Принадлежит: NEENAH FOUNDRY COMPANY

A manhole cover assembly comprises a base frame, the base frame comprising a base body and a base flange extending laterally outward from the base body. The assembly further comprises a top frame, the top frame comprising a top body disposed annularly about at least a portion of the base body, a top flange extending laterally outward from the top body, and a lip extending laterally inward from the top body. 1. A manhole cover assembly , comprising:a base frame comprising a base body; a top body disposed annularly about at least a portion of the base body; and', 'a lip extending laterally inward from the top body;, 'a top frame comprisinga cover received in the top frame proximate the lip; anda member pivotally coupled to the cover and pivotally coupled to one of the top frame or the base frame.2. The assembly of claim 1 , wherein the member is pivotally coupled to a lower surface of the cover through a fastener.3. The assembly of claim 1 , wherein the member is pivotally coupled to the one of the top frame or the base frame through an opening formed in the member.4. The assembly of claim 3 , wherein the member is configured to rotate about the opening as the cover is repositioned.5. The assembly of claim 3 , wherein the member is configured to rotate about the opening as the top frame is inclined relative to the base frame.6. The assembly of claim 1 , wherein the member is coupled to a ladder.7. The assembly of claim 1 , further comprising a base flange extending laterally outward from the base body;wherein the top body engages the base flange.8. A manhole cover assembly claim 1 , comprising:a manhole structure;a base frame comprising a base body; a top body disposed annularly about at least a portion of the base body; and', 'a lip extending laterally inward from the top body;, 'a top frame disposed in a pavement structure, the top frame comprisinga cover received in the top frame proximate the lip; anda member pivotally coupled to the cover and pivotally coupled to ...

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12-07-2018 дата публикации

Moulding insert and facing block with such an insert

Номер: US20180195251A1
Принадлежит: TERRE ARMEE INTERNATIONALE

Moulding insert ( 8 ) for a mould manufacturing a concrete facing block ( 4 ) for a reinforced-ground structure ( 90 ), said reinforced-ground structure comprising a facing formed by such facing blocks and a fill in which reinforcements connected to the facing are installed, the moulding insert ( 8 ) comprising a shell ( 1 ), delimiting a general space of a connection connecting a reinforcement ( 3 ) to the facing block, a core envelope ( 2 ) obtained by moulding the shell separately, the shell having a first lateral face ( 15 ) pierced with a first orifice ( 11 ), in which a first end portion ( 21 ) of the core envelope is fitted, characterised in that the core envelope is in the general form of a truncated cone.

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21-07-2016 дата публикации

SOIL ANCHOR FOOTING

Номер: US20160208454A1
Автор: ARYA ANOOP KUMAR
Принадлежит:

The present invitation relates to a soil anchor footing supporting system within the ground surface to support steel or concrete column, brick or block wall, light post, sign post, substation equipment, pre-cast panel, retaining wall etc. It comprises of a footing slab () made of concrete; plurality of deformed steel bars () or fiber reinforced polymer (FRP) bars embedded in the lower surface of the concrete slab () and plurality of anchor bolts () or reinforcing starter bars which are embedded into upper surface of concrete slab () to suit steel or concrete column. The bars, which act as mini piles, are configured for ground penetration and a concrete slab is cast on top to encase all the bars and is capable of holding desired loads. These footings can be cast-in-situ type where the bars are pushed into ground () individually or in groups and concrete is cast on top, or it can be pre-cast type where, the whole footing is pushed into ground using pile driving equipment or mobile press. 120.-. (canceled)21. A soil anchor footing slab assembly for supporting a load column above the ground at a predetermined ground site location , comprising:a pre-cast footing slab, pre-cast at a location remote from a predetermined ground site location at which said pre-cast footing slab is to be affixed to the ground, having a substantially flat configuration with a planar upper surface and an opposed mutually parallel planar lower surface capable of supporting a desired load, wherein said pre-cast footing slab has a substantially uniform thickness and wherein a plurality of enlarged holes are formed within said pre-cast footing slab for receiving a plurality of first vertically oriented anchor bars;wherein said plurality of first vertically oriented anchor bars comprise elongated linear bars selected from the group comprising deformed steel bars, fiber reinforced polymer (FRP) bars, stainless steel bars, plain steel bars and threaded rods, have good soil anchorage capacity resulting ...

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20-07-2017 дата публикации

Apparatuses and Methods for Fiber Rolls

Номер: US20170204582A1
Автор: Douglas Paul Allard
Принадлежит: D&l Living Trust

The invention provides components, structures, methods, and assemblies for controlling sedimentation and debris flow associated with soil erosion. The invention also provides components, structures, methods, and assemblies that are useful for anchoring fiber rolls along a sloped surface.

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05-08-2021 дата публикации

System and process for installing basketball goals

Номер: US20210236908A1
Автор: Robert W. Cornell
Принадлежит: Indian Industries Inc

A system and process for installing in-ground base and basketball systems allows the systems to be installed without needing to wait for concrete to cure. During installation, concrete is poured and anchor bolts are positioned in the wet concrete, a brace is placed over the upper face of the concrete base and the protruding anchor bolt ends. The brace includes a plurality of outwardly extending lateral legs. The legs extend horizontally beyond the edges of the concrete base and into/over the adjacent ground. A stake is placed through each leg. The basketball goal system is then mounted to the anchor bolts and brace. The brace assists in holding the basketball goal system in the correct position while the concrete cures.

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26-07-2018 дата публикации

Stay-in-place footing form assembly and method of use

Номер: US20180209115A1
Автор: Jose L. Henriquez
Принадлежит: Jlh Patent Holdings Inc

A stay-in-place footing form assembly includes a plurality of inner form boards serially aligned and joined by inner joining brackets, a plurality of outer form boards serially aligned and joined by outer joining brackets, a plurality of lower spacing rails, each disposed between and connecting base brackets in the inner and outer joining brackets aligned laterally, and a plurality of upper spacing rails, each disposed between and connecting top brackets in the inner and outer joining brackets aligned laterally. The lower spacing rails include first rebar receptacle(s) for seating horizontal rebars on the rails, and the upper spacing rails include second rebar receptacle(s) for holding vertical dowel rebars therein. The inner and outer form boards are insulation boards that have an ability of absorbing lateral forces of earthquakes exerted to a concrete footing formed in the stay-in-place footing form, and an ability of insulating the concrete footing from surrounding temperatures.

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04-07-2019 дата публикации

BUILDING ELEMENTS FOR MAKING RETAINING WALLS, AND SYSTEMS AND METHODS OF USING SAME

Номер: US20190203441A1
Автор: Jaecklin Felix P.
Принадлежит:

A building element for coupling with other building elements to erect a retaining wall. Exemplary building elements have receiving spaces for receiving increased weight of fill material to provide increased stability. Optionally, each building element can have an enlarged face profile that provides efficiency in the shipping and assembly process. Optionally, each building element can define alignment voids that receive portions of alignment posts for ensuring vertical alignment between adjacent building elements or portions of building elements. 1. A building element for forming a portion of a retaining wall , the building element comprising:a face panel comprising a top surface, a bottom surface, a front surface, and a rear surface positioned on an opposing side of the face panel from the front surface, wherein the face panel comprises a length dimension oriented along a first axis, a width dimension oriented along a second axis that is perpendicular to the first axis, and a height dimension oriented along a third axis that is perpendicular to the first and second axes; anda beam member coupled to the rear surface of the face panel, the beam member comprising a main body and first and second foot portions, the main body having an upper surface and first and second side surfaces that are substantially parallel to the second axis, wherein the first and second foot portions project, respectively, from the first and second side surfaces relative to the first axis, and wherein the first and second foot portions have respective lower surfaces that are substantially co-planar with the bottom surface of the face panel and respective upper surfaces that are positioned between the bottom and top surfaces of the face panel relative to the third axis,wherein the beam member has a distal end portion spaced from the front panel relative to the second axis, wherein the distal end portion comprises first and second projections that project, respectively, from the first and second ...

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03-08-2017 дата публикации

TIEBACK ANCHOR ALIGNMENT AND ACCESS DEVICE

Номер: US20170218592A1
Принадлежит:

A tieback alignment and access device has a hollow core and vertically aligned angled anchor subassemblies that provide attachment points for tieback anchors that pass laterally through the hollow core. The hollow core is configured to allow a cutting tool (e.g., a drill bit) to be inserted therein longitudinally and used to cut the tieback anchors at any time. When cast into a contiguous temporary support-of-excavation wall, the angled anchor subassemblies are set back from an outwardly facing surface of the wall resulting in a smooth surface. 1. An assembly configured to be embedded in a contiguous support-of-excavation (“SOE”) wall , the assembly being for use with a tieback anchor comprising anchor strands , the assembly comprising:an upright support having a front portion opposite a rear portion, the upright support defining a through-conduit extending along a longitudinal axis, the through-conduit having an upper inlet accessible from above the SOE wall, the front portion having a front opening into the through-conduit and the rear portion having a rear opening into the through-conduit, the front and rear openings being configured to allow the anchor strands to pass therethrough with a portion of the anchor strands extending laterally across the through-conduit, the upper inlet providing access along the longitudinal axis to the portion of the anchor strands extending laterally across the through-conduit.2. The assembly of claim 1 , further comprising:a standoff member comprising a first end opposite a second end, the first end being immediately adjacent to the upright support, an open-ended conduit extending between the first and second ends of the standoff member, the open-ended conduit being in communication with the front opening into the through-conduit, the open-ended conduit being configured to allow the anchor strands to pass therethrough into the front opening.3. The assembly of for use with the tieback anchor comprising an anchor head claim 2 , the ...

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10-08-2017 дата публикации

Pile cap with integrated bearing housing

Номер: US20170229998A1
Принадлежит: SolarCity Corp

This disclosure relates to the design of pile cap assemblies configured to rotatably couple the torque tube of a photovoltaic solar tracker to multiple support piles that elevate the torque tube above the ground. The pile cap assemblies define low friction bearings that allow the torque tube to rotate smoothly within the low friction bearings. The pile cap assemblies also include numerous mounting hole configurations that allow for adjustment of a position of the pile cap assemblies with respect to the support piles. This allows for any small variation in positioning of the support piles to be accommodated.

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17-08-2017 дата публикации

RETROFIT REINFORCING STRUCTURE ADDITION AND METHOD FOR WIND TURBINE CONCRETE GRAVITY SPREAD FOUNDATIONS AND THE LIKE

Номер: US20170233975A1
Автор: HENDERSON Allan P.
Принадлежит:

A retrofit reinforcing structure addition and method for an existing gravity spread foundation for a wind turbine or the like haying a central pedestal and a spread section is provided. The retrofit structure addition includes a collar formed around the pedestal of the spread foundation. The collar is formed by a shape sustaining member, such as a CMP, placed around the pedestal to define an annular ring between the CMP and the pedestal that is filled with cementitious material. Radial bolts extend horizontally through the collar and into the side of the pedestal. Soil and/or rock anchor bolts extend vertically through the collar, the spread portion of the foundation and into the underlying soil and/or rock substrate. The radial and anchor bolts are post-tensioned to ensure that the cementitious material of the collar remains in compression and the bolts are always in static tension, strengthening the original gravity spread foundation and extending the fatigue life thereof. 1. A method of installing a retrofit spread foundation reinforcing structure addition onto an existing concrete gravity spread foundation having a central pedestal and a spread section and supporting a tower or wind turbine , the retrofit spread foundation reinforcing structure addition including an annular cementitious collar having a shape sustaining member at its outer perimeter , a plurality of radial bolts extending horizontally through the collar and into the central pedestal , and a plurality of vertically oriented soil and/or rock anchor bolts extending downwardly through the collar and the spread section of the foundation , the method comprising the steps of:drilling a plurality of horizontally extending core holes in the sides of the pedestal for the radial bolts;inserting the radial bolts into said horizontally extending core holes in the sides of the pedestal;encircling the pedestal with the shape-sustaining member to define a generally annular ring around the central pedestal of the ...

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03-09-2015 дата публикации

Structural post and beam connection device with friction release bracket

Номер: US20150247336A1
Автор: Richard Bergman
Принадлежит: Individual

A post anchoring support device comprising a ground anchor having a shaft with a threaded upper portion terminating in an upper end that may be engaged and rotated by a drive tool for rotating the shaft about a vertical axis, and a lower portion for insertion into the ground, and a post receiving bracket having base with a vertically oriented internally threaded portion adapted to receive the externally threaded portion of the shaft, a support portion defining a support surface for abutting the end of the post, vertical planar walls extending above the support surface, each planar wall having an inside surface for abutting a side of the post, and each planar wall defining a plurality of vertically oriented elongate holes and having a raised portion on the outside surface adjacent each elongate hole adapted to abut a lower surface of a head of a fastener passing through the elongate hole and into the post to allow the fastener to travel within the elongate hole upon the application of a vertically force to the post anchoring support device sufficient to overcome a coefficient of friction between the head of the fastener and the raised portion.

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25-08-2016 дата публикации

GEOCELL FOR MODERATE AND LOW LOAD APPLICATIONS

Номер: US20160244935A1
Принадлежит:

Geocells for moderate to low load applications are disclosed here. The geocells have a cell wall thickness of from 0.25 mm to 0.95 mm. They have a wall strength of from 3500 N/m to 15000 N/m. 1. A geocell for moderate to low load applications , characterized by a geocell wall strength , measured at 23 Celsius , of at least 3500 N/m and at most 15000 N/m;wherein the geocell is formed from a plurality of polymeric strips bonded together along seams so that a honeycomb pattern is formed when the strips are expanded;wherein the geocell has a seam splitting strength that is greater than 80% of the geocell wall strength;wherein the geocell has a wall thickness of 0.25 mm to 0.95 mm, measured according to ASTM D5199; andwherein each polymeric strip is made of an alloy of (i) polyethylene or polypropylene with (ii) polyamide or polyester.2. The geocell of claim 1 , characterized by a geocell wall strength claim 1 , measured at 23 Celsius claim 1 , of at least 7500 N/m and at most 15000 N/m.3. The geocell of claim 2 , useful for (1) reinforcing bases claim 2 , sub-bases and sub-grades of pavements claim 2 , parking yards and railways; (2) slopes claim 2 , including medium and steep slopes of up to 60 degrees claim 2 , or where stakes are applied at greater than 1 per square meter (3) retaining walls claim 2 , wherein the slope is at most 85 degrees; or (4) channels lining wherein water flow is less than 10 m/sec.4. The geocell of claim 1 , characterized by a geocell wall strength claim 1 , measured at 23 Celsius claim 1 , of at least 3500 N/m and at most 9000 N/m.5. The geocell of claim 4 , useful for (1) channels lining where water flow is medium or low; (2) reinforcement of subgrade and sub-base of pavements claim 4 , railways and parking yards; (3) tree root protection; (4) for walkways and bicycle pavements and (5) moderate slopes and/or short slopes; (6) private cars private lots; (7) vegetated roof coverings; (8) protection of water proof lining of ponds claim 4 , ...

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23-08-2018 дата публикации

Erosion control apparatus

Номер: US20180238006A1
Автор: Seth Wilkinson
Принадлежит: Wilkinson Ecological Design Inc

The present invention relates to an erosion control apparatus and methods of using and installing the apparatus. The apparatus is constructed to prevent erosion of soil during typical weather or tidal conditions and adverse weather events. The apparatus can include a plurality of anchored rolls and soil lifts operative to stabilize the shoreline.

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23-07-2020 дата публикации

SYSTEM, METHOD AND APPARATUS FOR INTEGRATED PORTABLE BUILDING FOUNDATION PLATFORM WITH MODULAR COMPONENTS

Номер: US20200232205A1
Принадлежит: SIMPLE STRUCTURES, INC.

A shelter, comprising: a foundation system configured to be filled in-place at a construction site with concrete; and a structure mounted to the foundation system, the structure walls and a roof comprising rigid foam insulation plastered with continuous filament winding (CFW), wherein the foundation, walls and roof comprise seamless transitions there between. A method of fabricating a shelter, comprising of a ‘rail system’ for pressing and gluing together foam walls, floor, ceiling, roof and foundation into a full structure. A foundation for a shelter, comprising: a portable tray configured to support the shelter, the portable tray comprising an interior configured to be filled or injected with a mass, and anchor elements configured to be anchored to an underlying formation. A modular tiling system that can be integrated into the foundation, comprising of movable functional components comprising a toilet, sink, speaker, lights, furniture, electronic equipment, cooking surface, lock box, trash bin and HVAC. 1. A shelter , comprising:a foundation system configured to be filled in-place at a construction site with concrete; anda structure mounted to the foundation system, the structure walls and a roof comprising rigid foam insulation plastered with continuous filament winding (CFW), wherein the foundation, walls and roof comprise seamless transitions there between.2. The shelter of claim 1 , wherein the CFW comprises strands or rovings of at least one of glass fiber claim 1 , carbon fiber claim 1 , polypropylene or basalt.3. The shelter of claim 1 , wherein the structure does not rotate during manufacturing claim 1 , and self-tensioning creels of the CFW are applied to the structure on a continuous looped track that encircles the rigid foam insulation as it progresses through a winding station claim 1 , such that the structure is in compression.4. The shelter of claim 1 , wherein the structure further comprises stand offs located between the rigid foam insulation and ...

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30-08-2018 дата публикации

SYSTEMS AND METHODS FOR WALL SUPPORT AND/OR STRAIGHTENING

Номер: US20180245361A1
Принадлежит: Supportworks, Inc.

System and methods for supporting and/or straightening a building wall are provided. The systems and methods utilize a pivot bracket. 1. A support system comprising:a beam with a first end and a second end, the beam configured to support a building wall located between a first floor and a second floor;wherein the first end of the beam is configured to couple to the first floor;a pivot bracket including a cam surface and a rotational coupling, the pivot bracket configured to pivotably couple to a floor support structure of the second floor utilizing the rotational coupling;a force application mechanism interacts with the pivot bracket and engages the second end of the beam; anda plate configured to couple to the floor support structure of the second floor and positioned to mechanically link with the cam surface of the pivot bracket.2. The support system of claim 1 , wherein the plate configured to couple to the floor support structure of the second floor comprises:a direct attachment of the plate to a floor joist.3. The support system of claim 1 , further comprising:one or more block inserts coupled to the plate.4. The support system of claim 3 , wherein the plate configured to couple to the floor support structure of the second floor comprises:a direct attachment of the plate to a first block insert of the one or more block inserts.5. The support system of claim 3 , wherein the pivot bracket is configured to pivotably couple to the floor support structure of the second floor utilizing the rotational coupling comprises:a direct attachment of the rotational coupling to a first block insert of the one or more block inserts.6. The support system of claim 1 , wherein the pivot bracket configured to pivotably couple to the floor support structure of the second floor utilizing the rotational coupling comprises:a direct attachment of the rotational coupling to the floor support structure.7. The support system of claim 1 , wherein the pivot bracket configured to pivotably ...

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22-08-2019 дата публикации

ANCHOR BOLT ASSEMBLY AND ARRANGEMENT FOR CONCRETE FOUNDATION DESIGNS

Номер: US20190257075A1
Принадлежит:

An anchor bolt assembly and arrangement for anchoring structure or equipment of an air separation plant to a reinforced concrete foundation is provided. The anchor bolt assembly includes one, two or more anchor bolts, each anchor bolt having a first end configured to be embedded in the concrete foundation and a threaded second end configured to be projecting from the foundation. The anchor bolt assembly further comprises a steel plate affixed to the first end of the anchor bolt(s) and extends in an orthogonal orientation to the length of the anchor bolts. The size of the steel plate is selected such that a perimeter of the steel plate is between about 0.25 and 4.0 times the embedment depth of the anchor bolt body which provides additional pull-out strength of the anchor bolt assembly. Preferably, the steel plate is disposed below to the bottom longitudinal reinforcement within the concrete foundation. 1. An anchor bolt assembly for fastening a frame of a structure or a piece of equipment in an air separation plant to a concrete foundation , the anchor bolt assembly comprising:one or more anchor bolts, each anchor bolt comprising an anchor bolt body defining a central axis, a length measured along the central axis and a width or diameter measured orthogonally to the central axis, the anchor bolt body further defining a first end configured to be embedded in the concrete foundation, and a threaded second end configured to be projecting from the concrete foundation;a steel plate affixed to the first end of the one or more anchor bolts and extending in an orthogonal orientation to the central axis of each of the one or more anchor bolts, the steel plate configured to be embedded in the concrete foundation;wherein the size of the steel plate is selected such that a perimeter of the steel plate is between about 0.25 times the embedment depth of the anchor bolt body to about 4.0 times the embedment depth of the anchor bolt body;wherein the threaded second end of the one or ...

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04-11-2021 дата публикации

CONNECTOR FOR SOIL REINFORCING AND METHOD OF MANUFACTURING

Номер: US20210340718A1
Автор: Taylor Thomas P.
Принадлежит:

An apparatus, system and method of connecting an earthen formation to a facing of a mechanically stabilized earth (MSE) structure in which a connector includes a single piece of wire that defines an opening for coupling the connector to an anchor and a pair parallel legs for mechanically connecting the to a soil reinforcing element. 1. A connection element for a mechanically stabilized earth structure including a first longitudinal wire having a first proximal end and a second longitudinal wire having a second proximal end , the connection element comprising:a pair of legs that are biased apart from one another, each of the pair of legs configured to be coupled to respective ones of the first proximal end of the first longitudinal wire and the second proximal end of the second longitudinal wire, the pair of legs being biased apart from one another; anda fastener receptacle from which each of the pair of legs extends.2. The connection element of claim 1 , wherein:the connection element has a unitary construction.3. The connection element of claim 2 , wherein:the connection element is formed from a single length of wire.4. The connection element of claim 3 , wherein the single length of wire defines a cross-section that is round claim 3 , square claim 3 , rectangular claim 3 , hexagonal claim 3 , octagonal claim 3 , or a combination thereof.5. The connection element of claim 1 , wherein:the pair of legs includes a first leg and a second leg, the first leg including a first elongated longitudinally extending section, the second leg including a second elongated longitudinally extending section, the first elongated longitudinally extending section being substantially parallel to the second elongated longitudinally extending section.6. The connection element of claim 1 , wherein the pair of legs include:a first leg includes a second section that orthogonally extends from a distal end of the first section; anda second leg includes a second section that orthogonally extends ...

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27-08-2020 дата публикации

Tapered Manhole Assembly

Номер: US20200270837A1
Принадлежит:

A tapered manhole assembly includes a manhole frame that is positionable in a roadway. The manhole frame has a first portion and a second portion each sloping downwardly from a horizontally oriented centerline of the manhole frame to match the slope of the roadway. A manhole cover is removably positioned on the manhole frame to close the manhole frame. The manhole cover has a top side and the top side is divided into a first half and a second half, each sloping downwardly from a centerline of the manhole cover. The manhole cover is oriented on the manhole frame such that each of the first and second halves of the manhole cover is coplanar with a respective one of the first and second sections of the top edge of the manhole frame. Thus, each of the first and second halves of the manhole cover match the slope of the roadway. 1. A tapered manhole assembly being configured to be positioned in a centerline of a roadway thereby matching a crown of the roadway , said assembly comprising:a manhole frame being positionable in a roadway wherein said manhole frame is configured to surround an entry into a sewer line, said manhole frame having a top edge, said top edge being continuously curved about a vertical axis of said manhole frame such that said top edge forms a closed loop, said top edge having a first portion and a second portion each sloping downwardly from a horizontally oriented centerline of said manhole frame, said horizontally oriented centerline of said manhole frame being orientable to be collinear with a center line of the roadway wherein each of said first and second portions of said top edge of said manhole are configured to match the slope of a respective lane on the roadway; anda manhole cover being removably positioned on said manhole frame to close said manhole frame, said manhole cover having a top side, said top side being divided into a first half and a second half, each of said first and second halves sloping downwardly from a centerline of said ...

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19-10-2017 дата публикации

STRUCTURE WITH SUPPORTING INFLATABLE BEAM MEMBERS, AND METHOD FOR CONTAINING AND RECOVERING HYDROCARBONS OR TOXIC FLUIDS LEAKING FROM A COMPROMISED SUB-SEA STRUCTURE

Номер: US20170298587A1
Автор: KNAPE Aaron, Warner Harold
Принадлежит: DYNAMIC SHELTERS INC.

A resiliently deformable containment structure having an open bottom end and a raised center portion. A central hub, situated centrally in a textile containment sheet, is provided. A plurality of elongate inflatable beam members are arranged circumferentially around the central hub, each extending radially outwardly and in a downwardly-extending manner therefrom and each underlying or overlying the textile containment sheet to support, when inflated, the textile containment sheet in a downwardly-extending shape to form an enclosure having an open bottom end. Distal ends of the inflatable beam members are tethered to one or more anchor members situated below the open bottom end of the dome structure. The structure is suited for placement above and over a compromised sub-sea structure for collecting and recovering to surface fluids which may be leaking therefrom. A method for containing and recovering such fluids from a compromised sub-sea structure is further disclosed. 110. A containment structure () having a central elevated portion and an open bottom end , comprising:{'b': 22', '12, '(i) a textile containment sheet () substantially impervious to a first fluid ();'}{'b': 18', '22', '20, '(ii) a central hub () situated centrally on said textile containment sheet () and having an outer periphery ();'}{'b': 25', '26', '20', '18', '25', '18', '22', '22', '27', '25', '22, '(iii) a plurality of elongate inflatable beam members (), first longitudinal ends () thereof arranged circumferentially around said outer periphery () of said central hub (), said inflatable beam members () each extending radially outwardly and in a downwardly-extending manner from said central hub () and each underlying or overlying said textile containment sheet () and each coupled to said textile containment sheet () at one or more intervals or continuously along a longitudinal length () of each of said inflatable beam members () and thereby supporting said textile containment sheet ();'}{'b': 32', ...

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17-09-2020 дата публикации

Controlling backflow from drilling with hollow rebar and grouting

Номер: US20200291593A1
Автор: Horst K. Aschenbroich
Принадлежит: Individual

Backflow during installation of a ground anchor is controlled using a preventer, and the preventer is removed during curing of grout and backflow. A cylinder may be inserted at least partially into a structure, and the preventer placed or attached atop the cylinder. A hollow bar may be extended through the preventer and cylinder into one or more layers of materials beyond the cylinder. Grout may be delivered to the layer(s) through the hollow bar, which may cause a viscous backflow to flow into the cylinder and preventer. During application of the grout, the preventer may be used to control a rate of backflow. After application of the grout, the preventer may put into an open position, and a seal assembly forced down the hollow bar, through an interior cavity of the preventer, to a position below the preventer, after which the preventer may be removed while the grout and backflow cure.

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25-10-2018 дата публикации

IMPROVEMENTS IN SEA WALLS, RETAINING WALLS AND LIKE STRUCTURES USING PIN PILES

Номер: US20180305884A1
Автор: JARVIE John
Принадлежит:

A pin pile is disclosed for anchoring sections of sheet pile to form a wall structure. The pin pile has a casing with a plurality of external clutches formed around the periphery. In use other corresponding clutches on the sections of sheet pile can interlock with the external clutches of the pin pile over a range of angles in accordance with a directional extent of said wall structure. 1. A pin pile for anchoring sections of sheet pile to form a wall structure , said pin pile having a casing with a plurality of external clutches formed around the periphery thereof whereby in use other corresponding clutches on said sections of said sheet pile can interlock with the external clutches of the pin pile over a range of angles in accordance with a directional extent of said wall structure.2. The pin pile as claimed in wherein the external clutches are formed as one piece with said casing.3. The pin pile as claimed in wherein said external clutches include pairs of male and/or female clutches which slidably engage with said other corresponding clutches on said sections of sheet pile.4. The pin pile as claimed in wherein said external clutches are spaced to engage said other corresponding clutches which are formed on inner and outer flanges of said sections of sheet pile.5. The pin pile as claimed in wherein said external female clutches include slots formed between curved arms claim 3 , said slots being shaped and sized for a sliding fit over splayed edges of said other corresponding male clutches formed on said sections of sheet pile.6. The pin pile as claimed in wherein said casing is formed from a fibre reinforced polymer.7. The pin pile as claimed in wherein said external clutches extend the length of the casing.8. A wall structure which includes a pin pile having a casing with a plurality of external clutches formed around the periphery thereof and sections of sheet pile with other corresponding clutches which interlock with said external clutches whereby said ...

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25-10-2018 дата публикации

FLOATING MANHOLE COVER ASSEMBLY

Номер: US20180305888A1
Принадлежит:

A manhole cover assembly comprises a base frame, the base frame comprising a base body and a base flange extending laterally outward from the base body. The assembly further comprises a top frame, the top frame comprising a top body disposed annularly about at least a portion of the base body, a top flange extending laterally outward from the top body, and a lip extending laterally inward from the top body. 1. A manhole cover assembly , comprising: a base body configured to engage a pavement structure; and', 'a base flange extending laterally outward from the base body; and, 'a base frame comprising a top body disposed annularly about at least a portion of the base body;', 'a top flange extending laterally outward from the top body; and', 'a lip extending laterally inward from the top body., 'a top frame comprising2. The assembly of claim 1 , further comprising a gasket disposed about the base body.3. The assembly of claim 2 , wherein the gasket is disposed between an inner surface of the top body and an outer surface of the base body; andwherein the gasket sealingly engages the inner surface of the top body and the outer surface of the base body.4. The assembly of claim 1 , further comprising a cover received within the top frame proximate the lip.5. The assembly of claim 1 , wherein the base body and the top body are substantially annular.6. The assembly of claim 5 , wherein the base body defines an upper end and a lower end claim 5 , the upper end defining an upper outer diameter claim 5 , the lower end defining a lower outer diameter greater than the upper outer diameter.7. The assembly of claim 6 , wherein the base flange extends from the base body proximate the lower end.8. The assembly of claim 6 , wherein the top frame defines an upper end and a lower end claim 6 , the upper end defining an upper inner diameter claim 6 , the lower end defining a lower inner diameter greater than the upper inner diameter.9. The assembly of claim 8 , wherein the upper inner ...

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01-11-2018 дата публикации

LANDFILL LINER SYSTEM

Номер: US20180313055A1
Принадлежит: R&B LEASING

A system and method are provided for a protective barrier liner system on near vertical to vertical slopes of a waste facility. The system includes anchors installed into the side walls of the waste facility, a drainage network including geo-composite drain strips, steel reinforcement, a sprayed water proof membrane, and a pneumatically applied final protective concrete cap layer. The anchors may include soil nails launched from a pneumatic launching device or anchors placed in drilled bores then reinforced with grout. The water proof membrane may be installed between an initial layer of concrete and the final layer of concrete to protect the membrane from damage by facility operations. The steel reinforcement may include wire mesh, whalers, bearing plates, shear studs secured to the bearing plates, and combinations thereof. The system can be constructed in progressive bands spliced together enabling construction of the complete system over a longer period of time. 120-. (canceled)21. A liner system especially adapted for installation on near vertical or vertical walls of a waste facility , said liner system comprising: a. a first plurality of anchors imbedded in a wall of the waste facility, each anchor having an exposed end that protrudes from the wall;', 'b. a first plurality of drain elements that capture water and channel the water away from the liner system;', 'c. a first water proof membrane applied to the wall to function as a waterproof layer to prevent liquid from escaping the liner system;', 'd. a first metallic reinforcement including a first mesh reinforcement layer placed adjacent the first water proof membrane and supported by said first anchors and a first plurality of whalers connected to the first mesh reinforcement layer; and', 'wherein the first liner assembly has an upper end defined by an upper edge of said layer of concrete, said waterproof membrane and said metallic reinforcement extending above said upper end as splicing elements;', 'e. a ...

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01-10-2020 дата публикации

Thin stabilized segmental wall blocks, soil reinforcing system, and methods

Номер: US20200308800A1
Принадлежит: Tensar International Corp

A segmental wall block, soil reinforcing system, and method related thereto, wherein the wall block may be used for constructing retaining walls. In one embodiment, the segmental wall block may include: a front face; a rear face; a slot disposed along the rear face; a troughed top face; a bottom face; a first and second open core extending from the top face to the bottom face; a first side having a tongue; and an opposing second side having a groove, wherein the tongue is shaped to interlock with the groove. A soil system may include: a wall block component including a first configuration of interlocked segmented wall blocks as described, and a stabilizing component. A method of reinforcing soil may include the steps of: installing a leveling pad of concrete or gravel; and providing a soil stabilizing system.

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29-11-2018 дата публикации

Berm Or Levee Expansion System And Method

Номер: US20180340305A1
Автор: JR. Larry J., Ragsdale
Принадлежит:

A system and method to create or elevate a berm of a liquid retention facility by placement of lightweight fill material anchored by impervious liner material(s). The liner materials can be part of the liquid retention pond. The system and method can also be used to elevate the height of the berm in combination with impervious liner retention material. By constructing the berm system on an existing berm, earth embankment or levee, the effective height of the system structure can be increased. The liquid impervious liner material provides a watertight surface, joining media, and the anchoring of the lightweight fill material to the existing berm. The system may use solid wall hollow body structures. The system may also use flexible and liquid porous geotextile structures including geotubes. The liquid impervious liners retain the liquid in the retention pond. 120-. (canceled)21. A liquid retention barrier system comprising:a) one or more elongated flexible wall structures positioned on a ground or berm surface wherein the elongated flexible wall forms a tube having at least one hollow interior space;b) at least one opening through the flexible wall configured to convey fill material into the hollow interior space;c) fill material contained in the hollow interior space;d) a taut liquid impermeable liner wherein the taut liner is placed in a stretched position to extend over the top of the elongated flexible wall structure and to extend to the ground or berm surface; ande) an anchor structure that tautly secures the liquid impermeable liner over the elongated flexible wall structure.22. The liquid retention barrier system of wherein the fill material contained in the hollow interior space comprises at least one of soil claim 21 , sand claim 21 , gravel claim 21 , silt or dredge soils.23. The liquid retention barrier system of wherein the fill material contained in the hollow interior space comprisesa) lightweight rigid foam having a density less than 5 pounds per cubic ...

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06-12-2018 дата публикации

Anchoring Systems and Methods for Mechanically Stabilized Earthen Walls

Номер: US20180347141A1
Автор: Ruel Steven V.
Принадлежит:

An anchoring system for a mechanically stabilized earthen structure having an earthen structure and at least one reinforced concrete wall panel having a concrete portion and a rebar structure. The anchoring system has at least one anchor pocket, at least one anchor structure, and at least one anchor strap. The at least one anchor pocket is arranged within the concrete portion of the at least one reinforced concrete wall panel. The at least one anchor structure has at least one anchor portion. The at least one anchor structure is arranged within the concrete portion of the at least one reinforced concrete wall panel such that the at least one anchor portion is accessible within the at least one anchor pocket. The at least one anchor strap that engages the earthen structure and the at least one anchor portion. 1. A reinforced concrete wall panel that engages at least one anchor strap to stabilize an earthen structure , the concrete wall panel comprising:a concrete portion;a rebar structure at least partly within the concrete portion; and at least one anchor pocket arranged within the concrete portion of the at least one reinforced concrete wall panel;', the at least one primary anchor member and the at least one secondary member are arranged to circumscribe at least one of the anchor pockets, and', 'the at least one anchor structure is arranged within the concrete portion such that the at least one anchor portion is accessible within the at least one anchor pocket; and, 'at least one anchor structure comprising at least one anchor portion, at least one primary anchor member, and at least one secondary anchor member, where'}, 'each anchor portion is adapted to engage the at least one anchor strap., 'an anchoring system comprising2. The reinforced concrete wall panel as recited in claim 1 , in which the rebar structure is arranged within the concrete portion between the at least one anchor structure and the earthen structure.3. The reinforced concrete wall panel as ...

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15-12-2016 дата публикации

STRUCTURALLY ENHANCED GEOTEXTILE SEDIMENT-CONTROL FENCES

Номер: US20160362865A1
Принадлежит:

Sediment-control fences that are structurally enhanced to prevent failure due to hydrostatic and hydrodynamic forces are disclosed. The sediment-control fences comprise a permeable geotextile material and reinforcing straps located at controlled heights. The reinforcing straps provide added strength and stiffness at key structural locations along the height of the sediment-control fence. 1. A sediment-control fence comprising:a permeable geotextile material having a lower grade line and an upper edge defining an installed height extending between the lower grade line and the upper edge;an overtopping strap adjacent to the upper edge of the permeable geotextile material; anda primary center of pressure strap running along a length of the permeable geotextile material at a height between the lower grade line and the upper edge corresponding to a height of the center of pressure at overtopping.2. The sediment-control fence of claim 1 , wherein the height of the center of pressure at overtopping falls within a width of the primary center of pressure strap.3. The sediment-control fence of claim 1 , wherein the height of the center of pressure at overtopping is equal to the height of the primary center of pressure strap.4. The sediment-control fence of claim 1 , wherein the height of the primary center of pressure strap is from 32 to 35 percent of the installed height.5. The sediment-control fence of claim 1 , wherein the sediment-control fence further comprises a secondary center of pressure strap running along the length of the permeable geotextile material at a height corresponding to a height of the center of pressure at half overtopping.6. The sediment-control fence of claim 5 , wherein the height of the center of pressure at half overtopping falls within a width of the secondary center of pressure strap.7. The sediment-control fence of claim 5 , wherein height of the center of pressure at half overtopping is equal to the height of the secondary center of pressure ...

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20-12-2018 дата публикации

VOID FORMER

Номер: US20180361620A1
Автор: FRASER Maurice Andrew
Принадлежит:

A void former to form a void in an earth retaining cast block during casting, the void configured to locate a strap for a strap stabilised earth structure. 1. A void former to form a void in an earth retaining cast block to locate a strap for a strap stabilised earth structure , the void former forming a void during casting intermediate a first face of the block and a second face of the block , the void former comprising:a tail section forming a conduit configured to operationally accept a strap from a first end of the tail section, anda head section at a second end of the tail section configured to form a recess to operationally accept a loop of the strap extending from the conduit section and a locking pin to extend through the loop to prevent the strap from being able to pull back through the void former,wherein the tail section comprises a bend, so that the strap extends substantially horizontally from the tail section at the first face of the block and with the pin located at the second face of the block, the second face at an angle to the first face.2. A void former as claimed in claim 1 , wherein the first face is a rearward face of the block and the second face is an upward facing face of the block claim 1 , the void former configured to have the first end of the conduit section arranged substantially horizontally at the rearward face of the block and the head section at the upward facing face of the block with the recess open at the upward facing face of the block to receive and locate the locking pin at the upward facing face of the block.3. A void former as claimed in or claim 1 , wherein the bend comprises an angle of about 45 to 135 degrees claim 1 , or about 90 degrees.4. A void former as claimed in any one of to claim 1 , wherein second face of the block is perpendicular to the first face of the block.5. A void former adapted to form a void in an earth retaining cast block to locate a strap for a strap stabilised earth structure claim 1 , the void ...

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12-11-2020 дата публикации

Landscaping Walls, Systems and Methods

Номер: US20200354916A1
Автор: MOSS MATTHEW J.
Принадлежит:

Landscaping walls, systems and methods of manufacturing and installation of such walls include in aspects a fiberglass based wall having a decorative front side and a back side having at least one conduit where the conduit receives a cable or fastener extending outward from both ends of the conduit to connect to a stake to be inserted into ground adjacent the wall. The conduit in one aspect is a PVC tube mounted vertically against the wall and in aspects is embedded within the wall. The conduit allows for self-adjustment of the cable while also providing solid anchoring of the wall to prevent movement. The wall and system is lightweight, good looking and easy to install. 1. A landscaping wall comprising:a base wall having a front side and a back side, the base wall made of a fiberglass or plastic material; andat least one passageway located at the back side and having a first opening leading to a second opening at the back side and configured to receive a cable therethrough.2. The landscaping wall of where the passageway is defined by a conduit connected to the back side claim 1 , the conduit defining the first opening and the second opening and configured such that a first end of a cable extends through the first opening and a second end of the cable extends through the second opening.3. The landscaping wall of where the conduit comprises a plastic tube embedded within a fiberglass layer of the back side claim 2 , opposite ends of the plastic tube being open to form the first opening and the second opening.4. The landscaping wall of where the plastic tube includes a PVC conduit oriented vertically upon the landscaping wall.5. The landscaping wall of where the PVC conduit has a length of about 12 inches and is oriented such that a top portion of the conduit is positioned at least 4 inches downward of an uppermost portion of the landscaping wall and a bottom portion of the conduit is positioned at least 4 inches upward of a lowermost portion of the landscaping wall.6 ...

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27-12-2018 дата публикации

PIER BRACKET ASSEMBLY

Номер: US20180371716A1
Автор: GANTT Allen
Принадлежит:

A pier bracket comprises a seat including a base plate and an upper plate extending orthogonally from the base plate wherein, when the base plate is positioned for supporting a structure, the upper plate is adjacent to the structure for securing the upper plate to the structure. A tubular member is mounted to the seat and adapted to slidably receive structural piers. A planar support plate is distally spaced from and parallel to the base plate. Each of a pair of side plates extend between an opposite side edge of the base plate and the support plate. 1. A pier bracket for use in an anchor assembly including structural piers inserted into ground using a drive assembly , the pier bracket securing the structural piers to a structure for supporting a structure , the pier bracket comprising:a seat including a base plate, and an upper plate extending orthogonally from the base plate, wherein when the base plate is positioned for supporting the structure the upper plate is adjacent to the structure for securing the upper plate to the structure;a tubular member mounted to the seat, the tubular member adapted to slidably receive the structural piers;a planar support plate distally spaced from and parallel to the base plate; anda pair of side plates, each side plate extending between an opposite side edge of the base plate and the support plate.2. The pier bracket as recited in claim 1 , further comprising means for releasably fastening the seat to the structure.3. The pier bracket as recited in claim 2 , wherein the releasable fastening means comprises at least one opening in the upper plate for receiving a fastener for fastening the seat to the structure.4. The pier bracket as recited in claim 1 , wherein at least one of the pair of side plates defines an opening for providing a handhold for a user.5. The pier bracket as recited in claim 1 , further comprising a flange connected between the seat and the tubular member claim 1 , the flange defining a fastener opening adapted ...

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12-12-2019 дата публикации

EROSION CONTROL APPARATUS

Номер: US20190376248A1
Автор: Wilkinson Seth
Принадлежит:

The present invention relates to an erosion control apparatus and methods of using and installing the apparatus. The apparatus is constructed to prevent erosion of soil during typical weather or tidal conditions and adverse weather events. The apparatus can include a plurality of anchored rolls and soil lifts operative to stabilize the shoreline. 1. An erosion control apparatus comprising:a plurality of fiber rolls, wherein the fiber rolls are arranged relative to a slope adjacent to a shoreline;a plurality of anchors, each anchor comprising a cable, each cable extending from one or more fiber rolls to a depth into the slope, a most seaward anchor inserted at a deeper depth than other anchors of the plurality of anchors;a connecting cable harnessing together the plurality of fiber rolls; anda fill material positioned between the fiber rolls and the anchor points, at least a portion of the plurality of fiber rolls and the fill material being positioned over the anchor points.2. The apparatus of claim 1 , wherein each cable extends from inside a fiber roll.3. The apparatus of claim 1 , further comprising a plurality of crimps claim 1 , each crimp securing a cable to a fiber roll.4. The apparatus of claim 3 , wherein each crimp forms a loop in a cable.5. The apparatus of claim 4 , wherein each loop is welded at a point below a fiber roll.6. The apparatus of claim 1 , the anchors being spaced at intervals across each fiber roll claim 1 , each interval having a length in a range of 24 inches to 96 inches.7. The apparatus of claim 1 , wherein the anchors are inserted at a depth of at least 42 inches below a slope surface of the apparatus.8. The apparatus of claim 1 , wherein each anchor provides between at least 2 claim 1 ,500 to 6 claim 1 ,500 pounds of holding force through the cable.9. The apparatus of claim 1 , further comprising a first trench located at a highest end of the apparatus; the trench being backfilled claim 1 , wherein the first trench is at least 6 ...

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17-12-2020 дата публикации

SCREW ANCHOR FOUNDATIONS AND RELATED INTERFACES FOR MODULAR, MANUFACTURED AND PREFABRICATED STRUCTURES

Номер: US20200392688A1
Принадлежит:

A foundation system for manufactured homes, prefabricated houses, and other structures. Multiple screw anchors are driven into the ground at the desired location of the structure. Preformed grade bars may be placed over the screw anchors to provide a modular foundation without pouring concrete or digging footers. Alternatively, adapters may be attached to one or more of the driven screw anchors to provide a pedestal to receive the grade bar or prefabricated sections of concrete 1. A foundation system comprising:a first plurality of screw anchors; anda second plurality of grade bar sections, each grade bar section comprising an elongated concrete structure adapted at each end to overlap with an adjacent grade bar section and to be supported from below by at least one of the first plurality of screw anchors.2. The foundation system according to claim 1 , wherein each screw anchor comprises a head portion that is received in an opening formed in one of the grade bar sections.3. The foundation system according to claim 2 , wherein a lower end of the head portion terminates in a support having a diameter wider than the opening.4. The foundation system according to claim 3 , wherein the head portion is rotatable relative to the screw anchor portion to raise and lower the support relative to the screw anchor after the grade bar portion has been lowered over the head portion.5. The foundation system according to claim 1 , further comprising a fastener passing through a portion of each overlapping grade bar section to join them together.6. The foundation system according to claim 5 , further comprising at least one anchor bolt extending above at least one of the grade bar sections.7. A foundation system comprising:at least one screw anchor; andat least one pre-cast concrete section that is supported by the at least one screw anchor at a pre-formed through-hole formed in the pre-cast concrete section.8. The foundation system according to claim 7 , further comprising an ...

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17-12-2020 дата публикации

SUPPORTING SRW WITH COUNTERFORTING AND INVERTED CANTILEVERING FORCES

Номер: US20200392690A1
Автор: DUECK Vernon John
Принадлежит:

Disclosed is a metallic cage (to create inverted cantilevered and counterfort forces) for supporting a retaining wall of hollow-cored blocks, having (a) first vertical (stem, post) insertable into such cores, a base member extending into the retained soil and a diagonal strut member securely connecting the top of first stem with the distal end of the base member embedded in the retained soil, where the base member has a platform on which to locate a suitable weight. 1. A method for providing a force for inverted cantilevering and a force for counterforting to (the construction of) a retaining wall , comprising the steps of:a) assembling blocks, each block having a front wall, an opposed rear wall and two side walls that define a hollow core therebetween, in a first course and a superjacent second course, each course having an inter-block cavity between two blocks thereof, and in one location thereof, in a half-bond configuration so that in that one location, a vertically extending column-like hole is created by an inter-block cavity of one course and a block hollow core of a block of the other course;b) assembling a reinforcing cage about one said first course block block's rear wall through its core, the cage being roughly wedge shaped, with its longer base perpendicular to the wall when finally assembled longitudinally in final form, having a longitudinal base/beam member with a front end and a rear end, thereof, a vertical stem/post member depending perpendicularly vertically/rising from said first beam front end, a diagonal brace/strut extending, rising from base member rear/end to the top of said vertical stem/post member of the base member front part, with said vertical post member inserted within said column-like hole;the length of said base member being greater than the height of said vertical stem/post member (i.e. the base is the major cathetus and the stem is the minor cathetus)=right scalene triangle where the height of said stem member being sufficient, ...

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08-05-2006 дата публикации

얕은 트렌치 소자 분리용 화학적 기계적 연마 슬러리

Номер: KR100577348B1
Автор: 강민철, 김재정
Принадлежит: 한화석유화학 주식회사

본 발명은 본 발명은 얕은 트렌치 소자 분리용 화학적 기계적 연마 슬러리에 관한 것으로, 좀 더 구체적으로는 탈이온수, 연마입자, 및 pH 컨트롤러를 포함하는 얕은 트렌치 소자 분리용 화학적 기계적 연마 슬러리에 있어서, 상기 슬러리가 탈이온수 및 연마입자로 구성된 수성 슬러리 100중량부에 대하여 카르복실산 폴리머계 화합물 0.001 내지 5중량부 및 포스페이트 에스테르계 화합물 0.001 내지 1 중량부를 더욱 포함하는 얕은 트렌치 소자 분리용 화학적 기계적 연마 슬러리에 관한 것이다. 본 발명에 따른 슬러리는 제거 선택비를 높이기 위한 카르복실산 폴리머계 화합물이 포함된 상태에서 실리콘 산화막 수화 가속제인 포스페이트 에스테르계 화합물이 함께 첨가되어 실리콘 질화막에 대한 산화물의 제거 선택비가 현저히 향상된 화학적 기계적 연마 슬러리를 제공할 수 있다. 트렌치, 소자, 연마, 슬러리, 카르복실산, 포스페이트

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14-02-2011 дата публикации

A Pre - Stressed Extension Anchor

Номер: KR101013736B1
Автор: 임철웅
Принадлежит: (주) 신풍컨설턴트, (주)에이에스

본 발명은 천공홀에 시공되는 앵커에 있어서, 테이퍼를 갖는 원추형의 앵커헤드; 앵커헤드의 외주면에 결합되고, 앵커헤드와 대응되도록 내부에 테이퍼를 갖는 복수의 쐐기; 앵커헤드의 일측에 연결된 하나 이상의 인장재; 앵커헤드의 하부 일측에 구비되는 헤드캡; 헤드캡의 하부 일측에 구비되는 밀핀; 밀핀을 헤드캡에 결합시키기 위한 결합부; 헤드캡 및 밀핀 사이에 구비되어 쐐기를 고정하는 쐐기 고정부; 및 쐐기 고정부와 헤드캡의 하부의 자중에 의해 고정되고, 종단이 쐐기의 하부 일측에 결합되는 연결판;을 포함하는 것을 특징으로 하는 프리 - 스트레스드 확장형 앵커를 구현한 바, 본 발명에 따르면 앵커의 정착부의 구조가 간단하여 고장 없이 작동신뢰도가 우수한 효과가 있다. 정착부의 구조가 간단하기 때문에 시공기간이 짧아지고, 이로 인해 시공 비용을 절감할 수 있는 효과가 있다. 별도의 그라우팅 작업 없이 인장력을 확보할 수 있기 때문에 시공 기간 및 시공비를 절감할 수 있는 효과가 있다. 이로 인해, 지반, 건물 또는 사면 등의 붕괴를 빠르고 원활하게 방지할 수 있는 효과가 있다. The present invention provides an anchor constructed in a drilling hole, the conical anchor head having a taper; A plurality of wedges coupled to an outer circumferential surface of the anchor head and having a taper therein to correspond to the anchor head; One or more tension members connected to one side of the anchor head; Head cap provided on the lower side of the anchor head; Milpin is provided on the lower side of the head cap; A coupling part for coupling the mil pin to the head cap; A wedge fixing part provided between the head cap and the mill pin to fix the wedge; According to the present invention, a pre-stressed expandable anchor comprising a connecting plate which is fixed by the wedge fixing portion and the lower portion of the head cap and whose end is coupled to the lower side of the wedge. Simple structure of anchor fixing unit has excellent operation reliability without failure. Since the structure of the fixing unit is simple, the construction period is shortened, thereby reducing the construction cost. Since the tensile force can be secured without a separate grouting operation, the construction period and the construction cost can be reduced. Therefore, there is an effect that can quickly and smoothly prevent the collapse of the ground, buildings or slopes. 앵커, 쐐기, 연결판 Anchor, wedge, connecting plate

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03-11-2022 дата публикации

EROSION CONTROL APPARATUS

Номер: US20220349139A1
Автор: Wilkinson Seth
Принадлежит:

The present invention relates to an erosion control apparatus and methods of using and installing the apparatus. The apparatus is constructed to prevent erosion of soil during typical weather or tidal conditions and adverse weather events. The apparatus can include a plurality of anchored rolls and soil lifts operative to stabilize the shoreline. 1. An erosion control apparatus comprising:a plurality of fiber rolls, wherein the fiber rolls are arranged relative to a slope adjacent to a shoreline;a plurality of helical anchors, each anchor comprising a rod, each rod extending from one or more fiber rolls to a depth into the slope, wherein a fill material positioned between the fiber rolls and threaded portions of the helical anchors applies a holding force to the treaded portions of the helical anchors; anda connecting cable harnessing together the plurality of fiber rolls to a plurality of the helical anchors.2. The apparatus of claim 1 , wherein each helical anchor extends to a depth in the slope of at least 42 inches and a most seaward anchor inserted at a deeper depth than other anchors of the plurality of anchors.3. The apparatus of claim 1 , further comprising a plurality of crimps claim 1 , each crimp securing a cable to a fiber roll.4. The apparatus of claim 3 , wherein each crimp forms a loop in a cable.5. The apparatus of claim 4 , wherein each loop is welded at a point below a fiber roll.6. The apparatus of claim 1 , wherein the anchors are coupled to one or more fiber rolls at spaced intervals across each fiber roll claim 1 , each interval having a length in a range of 24 inches to 96 inches.7. The apparatus of claim 1 , wherein the anchors are inserted through one or more soil lifts.8. The apparatus of claim 1 , wherein each anchor provides between at least 2 claim 1 ,500 to 6 claim 1 ,500 pounds of holding force through the cable.9. The apparatus of claim 1 , further comprising a first trench located at a highest end of the apparatus; the trench being ...

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11-12-2019 дата публикации

Molding insert and facing unit with such insert

Номер: RU2708752C2

FIELD: construction. SUBSTANCE: invention relates to civil engineering structures such as fortified bulk structures, for example, bulk, dam, weir, retaining wall, reservoir wall, coastal bridge and so forth. Forming insert, configured to be inserted into the mold for making a concrete facing unit intended for a reinforced bulk structure, wherein said reinforced bulk structure comprises a lining formed by such lining blocks, and a bulk, in which there are reinforcement elements connected to lining. Forming insert comprises a casing limiting the total volume of connection connecting the reinforcement element to the facing unit, wherein said total volume is open and extends towards the support plane P, shell core made by casting separately from jacket. Casing has the first lateral side with the first hole made in it, in which the first end section of the core shell is put. Core shell has common truncated cone shape. EFFECT: technical result consists in optimization of molding inserts, their manufacture, their laying in a mold for making blocks with simultaneous preservation of good mechanical strength properties for connection between facing units and reinforcing bars in the embankment and, therefore, to ensure the integrity of the erected structure. 16 cl, 12 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 708 752 C2 (51) МПК E02D 29/02 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E02D 29/02 (2019.08) (21)(22) Заявка: 2018104386, 05.07.2016 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): ТЕРР АРМЕ ЭНТЕРНАСЬОНАЛЬ (FR) Дата регистрации: 11.12.2019 07.07.2015 FR 15 56425 (43) Дата публикации заявки: 07.08.2019 Бюл. № 22 (56) Список документов, цитированных в отчете о поиске: US 8790045 B2, 29.07.2014. RU 2521375 C2, 27.06.2014. SU 1303672 A1, 15.04.1987. RU 2276230 C1, 10.05.2006. JP 9165762 A, 24.06.1997. JP 2009167766 A, 30.07.2009. (45) Опубликовано: 11.12.2019 Бюл. № 35 (85) Дата ...

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07-11-2011 дата публикации

Enlarged endbearing capacity foundation using cone and it's construction work method

Номер: KR101080159B1
Автор: 염성수, 이성진

본 발명은 콘기초를 이용한 확대 선단지지기초와 그 시공방법에 관한 것이다. The present invention relates to an extended tip support base using a cone foundation and a construction method thereof. 본 발명의 콘기초를 이용한 확대 선단지지기초 시공방법은, 기초 설치 지반을 정리한 후 기초 설치 위치를 선정하는 위치선정단계; 상부에 내부가 빈 형태의 기둥이 설치되어 있고, 상부가 기둥 직경보다 큰 직경을 가지며 하부로 가면서 점차 직경이 감소되는 콘 형태로 형성되어 있고 내부에 수용부를 갖는 콘기초를 설치 위치에 위치시킨 후 기초를 자천공으로 회전과 압입을 이용하여 소정의 깊이까지 천공하는 천공단계; 소정의 깊이에 도달시킨 후 기둥 내부 및 콘기초의 수용부에 그라우트재나 콘크리트를 주입하는 그라우트단계;로 구성된다. The expanded tip support base construction method using the cone foundation of the present invention comprises: a position selection step of selecting a foundation installation position after arranging foundation installation grounds; After the pillar is installed in the upper part, the upper part has a diameter larger than the diameter of the column, and is formed in the shape of a cone that gradually decreases in diameter as it goes to the lower part. A perforation step of perforating the foundation to a predetermined depth using rotation and indentation; The grout step of injecting grout material or concrete into the interior of the column and the receiving portion of the cone base after reaching a predetermined depth. 본 발명에 의해, 강재(steel)나 강화플라스틱과 같은 강화된 재질로 제작된 콘 형태의 확대기초를 직접 자천공으로 지반을 굴착하여 소정의 양질 지반에 위치시킨 다음 콘 형태의 기초부 내부에 그라우트를 행하여 시멘트 모르타르와 같은 그라우트를 채움으로서 결과적으로 확대기초를 용이하게 설치하게 하여 굴착으로 인해 인근 지반이나 구조물의 이완 또는 변위 발생을 방지할 수 있으며, 굴착 및 되메움의 공정이 생략되어 경제적이고 용이하게 확대기초를 설치할 수 있고, 사전에 계산된 단면을 갖는 기초를 설치함에 따라 정확한 선단지지력 확보가 용이할 뿐만 아니라 이로 인해 기초의 수를 현저히 감소시킬 수 있어 경제적인 효과가 크며, 설치 방법도 단순하여 용이하게 말뚝기초의 지지력을 확실하게 확보할 수 있으며, 외 부에서 항타를 가하지 않음에 따라 말뚝기초 설치시 소음이나 진동을 방지할 수 있고 회전 및 압입으로 인해 지반이 이완되어 지지력이 감소되는 부분을 선단지지력의 확실한 증대를 통하여 전체적으로는 기초의 지지력이 증대된다. According to the present invention, the ground of the cone shape made of a reinforced material such as steel (steel) or reinforced plastics is directly excavated with the self-puncture to place the ground on a predetermined good ground, and then grout inside the base of the cone shape. By ...

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07-10-2019 дата публикации

End expansion type ground reinforcing apparatus and construction method using the apparatus

Номер: KR102029329B1
Автор: 강경호, 박유린
Принадлежит: 강경호, 기찬토건(주), 박유린

The present invention relates to a front end expansion ground reinforcing apparatus, which is inserted and fixed into a perforated hole (H) perforating the ground. The front end expansion ground reinforcing apparatus includes: an accelerating agent pack (40); a wedge body (20) receiving the accelerating agent pack (40) therein; and a dividing pressing body (10) surrounding the wedge body (20). The present invention also relates to a construction method using the same.

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12-05-2016 дата публикации

method of slope reinforcement using waste waste fish net and fixation anchor

Номер: KR101620356B1
Автор: 권순장, 김윤태
Принадлежит: 부경대학교 산학협력단

본 발명은 폐어망을 재활용하기 위하여 사면을 보강하기 위한 사면보강공법 및 고정앵커에 관한 것으로, 사면의 바닥을 정리하는 제10단계(S10); 정리된 사면 바닥을 다짐 기계로 다져 기초를 형성하는 제20단계(S20); 기초가 형성된 사면에 포설부재인 폐어망을 포설하여 고정앵커로 고정하는 제30단계(S30); 폐어망 위에 성토재를 채우는 제40단계(S40); 성토재를 다짐 기계로 다지는 제50단계(S50); 제30단계(S30) 내지 제50단계(S50)를 반복하는 제60단계(S60);와 일정 높이로 쌓인 성토재 위에 폐어망으로 보강된 녹생매트를 포설하는 제70단계S70);를 포함하도록 된 것이다. The present invention relates to a slope reinforcement method and a fixed anchor for reinforcing a slope for recycling a closed network, comprising: a tenth step (S10) of arranging a bottom of a slope; A twentieth step (S20) of forming the foundation of the slope bottom with the compaction machine; A thirty step (S30) in which a closed net as an installation member is installed on a foundation slope and fixed with a fixed anchor; Step 40 (step S40) of filling the closed net with the embankment; Step 50 of filling the embankment with a compaction machine (S50); Step S60 to step S60 of repeating steps S30 to S50 and step S70 of installing a green mat reinforced by a closed net on the embankment formed at a certain height .

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18-03-2013 дата публикации

Retaining law carbon eco-friendiy wall

Номер: KR101244804B1
Автор: 김재선
Принадлежит: (주)대한지오이엔씨

PURPOSE: A carbon environmentally friendly compound retaining wall is provided to be constructed with an inclined wall attached to a cut-out ground surface by a pressurization unit to be stabilized, thereby preventing the collapse of a cut-out ground surface and fitting in the surroundings with a plantation unit with plants and trees to grow. CONSTITUTION: A carbon environmentally friendly compound retaining wall(A) includes an inclined wall(30), a plantation unit(40), and a pressurization unit(20). The inclined wall has reinforcing bars(10) which are set in a width and a length direction contacted to a cut-out ground surface(31) by the pressurization unit and composed by being buried and cured with concrete(32). The plantation unit is composed of an upright wall(41) consisting of a concrete and forms a plantation space(42) between the bottom surface of the inclined wall and the rear surface of the upright wall by being integrally constructed on the lower part of the inclined wall. The pressurization unit is composed for the inclined wall including the reinforcing bars to apply a constant pressure force from the outside towards the ground cut-out surface.

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28-11-2005 дата публикации

Complex Piezoelectric Linear Ultrasonic Motor

Номер: KR100530867B1
Принадлежит: 한국과학기술연구원

본 발명은 압전 세라믹스 다수 개로 구성된 반파장 변환기 한쌍으로 이루어지는 압전 액츄에이터(진동빔)가 2개 이상의 복수개로 구성되는 복합 압전선형 초음파모터에 관한 것으로서, 더 상세하게는 복수쌍의 압전 세라믹스에 90°의 위상차를 갖는 두개의 고주파 전류 전계를 가함으로써 이와 연결된 2개 이상의 진동빔(shaking beam)에 타원형의 기계적 변위를 발생시켜 마찰력을 통해 이동자를 선형으로 구동하는 복합 압전선형 초음파모터에 관한 것이다. The present invention relates to a composite piezoelectric linear ultrasonic motor comprising a plurality of piezoelectric actuators (vibration beams) composed of a pair of half-wavelength transducers composed of a plurality of piezoelectric ceramics. The present invention relates to a complex piezoelectric type ultrasonic motor in which elliptical mechanical displacement is generated in two or more shaking beams connected thereto by applying two high frequency current electric fields having a phase difference to linearly move the mover through frictional force. 본 발명에 따르면 진동빔의 개수에 따라 비례하는 높은 구동력을 얻을 수 있으며, 응답성과 이동속도가 빠르고 nm급의 높은 정밀도가 필요한 정밀과학기기, 반도체 제작장비 등의 위치 제어에 이용할 수 있다. According to the present invention, a high driving force proportional to the number of vibration beams can be obtained, and can be used for position control of precision scientific devices, semiconductor manufacturing equipment, etc., which require responsiveness and fast moving speed and high nm-class precision.

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22-10-2019 дата публикации

Patent RU2018104386A3

Номер: RU2018104386A3
Автор: [UNK]
Принадлежит: [UNK]

ВИ“? 2018104386” АЗ Дата публикации: 22.10.2019 Форма № 18 ИЗ,ПМ-2011 Федеральная служба по интеллектуальной собственности Федеральное государственное бюджетное учреждение «Федеральный институт промышленной собственности» ж 9 (ФИПС) ОТЧЕТ О ПОИСКЕ 1. . ИДЕНТИФИКАЦИЯ ЗАЯВКИ Регистрационный номер Дата подачи 2018104386/03(006589) 05.07.2016 РСТ/ЕК2016/051698 05.07.2016 Приоритет установлен по дате: [ ] подачи заявки [ ] поступления дополнительных материалов от к ранее поданной заявке № [ ] приоритета по первоначальной заявке № из которой данная заявка выделена [ ] подачи первоначальной заявки № из которой данная заявка выделена [ ] подачи ранее поданной заявки № [Х] подачи первой(ых) заявки(ок) в государстве-участнике Парижской конвенции (31) Номер первой(ых) заявки(ок) (32) Дата подачи первой(ых) заявки(ок) (33) Код страны 1. 1556425 07.07.2015 ЕК Название изобретения (полезной модели): [Х] - как заявлено; [ ] - уточненное (см. Примечания) ФОРМОВОЧНАЯ ВСТАВКА И ОБЛИЦОВОЧНЫЙ БЛОК С ТАКОЙ ВСТАВКОЙ Заявитель: ТЕРР АРМЕ ЭНТЕРНАСЬОНАЛЬ, ЕК 2. ЕДИНСТВО ИЗОБРЕТЕНИЯ [Х] соблюдено [ ] не соблюдено. Пояснения: см. Примечания 3. ФОРМУЛА ИЗОБРЕТЕНИЯ: [Х] приняты во внимание все пункты (см. Примечания) [ ] приняты во внимание следующие пункты: [ ] принята во внимание измененная формула изобретения (см. Примечания) 4. КЛАССИФИКАЦИЯ ОБЪЕКТА ИЗОБРЕТЕНИЯ (ПОЛЕЗНОЙ МОДЕЛИ) (Указываются индексы МПК и индикатор текущей версии) ЕО20 29/02 (2006.01) 5. ОБЛАСТЬ ПОИСКА 5.1 Проверенный минимум документации РСТ (указывается индексами МПК) Е 02 В 3/00, 3/04, 3/06, 3/12, 3/14, Е 02 Р 17/00, 17/20, 29/00, 29/02 5.2 Другая проверенная документация в той мере, в какой она включена в поисковые подборки: 5.3 Электронные базы данных, использованные при поиске (название базы, и если, возможно, поисковые термины): ЕАРАТТУ, Ебрасепе Раеагсв, КОРТО 6. ДОКУМЕНТЫ, ОТНОСЯЩИЕСЯ К ПРЕДМЕТУ ПОИСКА Кате- Наименование документа с указанием (где необходимо) частей, Относится к гория* относящихся к предмету ...

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03-08-2005 дата публикации

Tension nail of construction

Номер: KR100505330B1
Автор: 전승희
Принадлежит: 전승희

본 발명은 지반 보강용 텐션 네일에 관한 것으로, 이 텐션 네일은 지반의 천공 구멍에 삽입되어 주입된 그라우트재에 의해 고정되면서 그 외주면에 수나사가 성형된 락볼트용 철근과, 이 락볼트용 철근의 일측 선단을 고정할 수 있도록 그 중앙에 체결홀이 형성됨과 아울러 체결홀 일측에 그라우팅 호스가 삽입되는 그라우트홀이 형성된 지압판과, 이 지압판의 후방에 설치되어 상기 락볼트용 철근의 선단부에 체결되는 너트와, 상기 락볼트용 철근에 나사결합될 수 있도록 내측의 중앙홀에 암나사가 성형되어 양방향 응력을 지지할 수 있도록 된 방추형 콘 및, 상기 락볼트용 철근의 외측에 일정간격을 두고 다수 설치된 센터라이져를 포함하여 구성된 것으로, 지반을 보강하기 위한 상기 텐션 네일에 의해 락볼트용 철근이 순수하게 받을 수 있는 수직응력과 락볼트용 철근이 긴장된 텐션 응력을 합한 양 만큼 토사의 수직응력을 지탱함으로써 시공부위의 그 구조적인 강성을 증대시키고, 지반의 천공 구멍에 삽입된 텐션 네일을 통해 절/성토 사면보강, 흙막이 공사의 가설토류벽, 지하 기초 구조물의 부력방지 등의 안정성을 확보할 수 있는 것이다. The present invention relates to a tension nail for reinforcing the ground, the tension nail is fixed by the grout material inserted into the boring hole of the ground while the outer bolt is a rock bolt reinforcing rod and the outer bolt surface of the rock bolt reinforcement, A clamping plate is formed at the center thereof to fix one end, and a pressure plate having a grout hole into which a grouting hose is inserted at one side of the fastening hole, and a nut which is installed at the rear of the pressure plate and fastened to the tip of the reinforcing bar for the lock bolt. And a cone-shaped cone with a female thread formed in the inner central hole so as to be screwed to the rock bolt reinforcing rod to support bidirectional stress, and a plurality of centerizers installed at a predetermined interval on the outer side of the rock bolt rebar. It is configured to include, by the tension nail for reinforcing the ground can be received vertically the rock bolt reinforcement vertically Force and rock bolt reinforce the vertical stress of the soil by the amount of tension tension stress added together to increase the structural rigidity of the construction site, and strengthen the cut / fill slope through the tension nail inserted into the boring hole of the ground. It is possible to secure stability such as temporary earth wall of construction and buoyancy prevention of underground foundation structure.

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29-09-2008 дата публикации

Honey cell greening works

Номер: KR100860748B1
Автор: 양영규

An afforesting method using honey cells is provided to obtain structural safety of plant soil laid on a slope by arranging the honey cells on nonwoven fabrics on the slope and installing anchor mats atop the honey cells. An afforesting method using honey cells includes the steps of: covering a slope(10) with a nonwoven fabric(11); laying a polygonal structure(12) having continuous honey cells on the nonwoven cell, wherein the honey cells are filled with plant soil; installing an anchor mat(14) on the polygonal structure; piling anchor pins(13) at regular intervals to fix the polygonal structure and the anchor mat; paving a surface soil(15) on the anchor mat and planting lawn or flower seeds thereon; and installing a side ditch(16) to prevent rainwater from running down to the slope.

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14-04-2005 дата публикации

Soil Nailing Method for fixation anchor

Номер: KR200381583Y1
Автор: 공대식
Принадлежит: 공대식

소일네일링공법에 의해 굴착벽체(10)의 지반의 강도를 보강하기 위하여 굴착벽체(10)의 구멍(11) 내부에서 양생된 콘크리트몰탈(12)에 의해 고정된 네일(13)에 관통되도록 중심부에 암나사공(212)을 천공시킨 플랜지(211)를 돌출시키고 그 일측면에 일체로 지압판(213)을 형성시킨 하우징(210)과, 상기 하우징(210)의 암나사공(212)에 체결될 수 있도록 외주연에 숫나사(221)를 형성시키고 내부 중심에는 테이퍼공(222)을 형성시킨 압박구(220)와, 상기 압박구(220)의 테이퍼공(222)에 내입하되 한 쌍의 절개편(231)이 하나의 조합으로 이루어져 네일(13)의 외주연을 압박하여 고정되는 파지구(120)와, 상기 하우징(210)의 일측에 결합되도록 일측을 개구시키고 타측은 연통공(242)을 천공한 캡(240)과, 상기 캡(240)의 내부공간(241)에 내입되어 파지구(230)를 테이퍼공(222)측으로 탄력적으로 압박하는 스프링(250)으로 구성된 고정앵커(100)에 있어서, 상기 압박구(220)의 외주연에 길이방향으로 소정의 폭으로 확개절개공(222)을 형성시켜 네일(13)에 하우징(210)과 압박구(220) 및 파지구(120)를 일체로 결합시킨 고정앵커(100)를 다음 네일(13)을 인장시 압박구(220)의 숫나사(221)의 외경이 하우징(210)의 암나사공(212) 내경 내주연에 확개되면서 밀착되도록 하여 네일(13)에 고정앵커가 흔들림 없이 고정될 수 있도록 구성한다. In order to reinforce the strength of the ground of the excavating wall 10 by the soil nailing method, the center of the core 11 is penetrated by the nail 13 fixed by the concrete mortar 12 cured in the hole 11 of the excavating wall 10. Protruding flange 211 to the female threaded hole 212 in the housing 210 and the pressure plate 213 integrally formed on one side thereof and can be fastened to the female screw hole 212 of the housing 210 In order to form a male screw 221 on the outer circumference and to form a tapered hole 222 at the inner center thereof, it is inserted into the tapered hole 222 of the pressure hole 220, but a pair of cut pieces ( 231 consists of a combination of holding the gripper 120 is fixed by pressing the outer periphery of the nail 13, and open one side to be coupled to one side of the housing 210 and the other side punctures the communication hole 242 One cap 240 and the inner space 241 of the cap 240 is resilient to the gripper 230 to the taper hole 222 side In the fixed anchor (100) consisting of a spring 250 for pressing in the form, in the outer periphery of the pressing hole 220 in the longitudinal direction by forming a cut-out hole 222 with a predetermined width in the length of the housing ( The outer diameter ...

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10-07-2014 дата публикации

Removable tendon cable type anchor

Номер: KR101417434B1
Автор: 서동현
Принадлежит: (주)현이앤씨, 서동현

본 발명은 깊은 터파기시 또는 절취 비탈면에서 절취에 따른 토압을 지지하기 위한 절취면에 설치하는 앵커에 관한 것으로서, 특히 터파기 및 절취 비탈면에 설치된 앵커를 고정했던 긴장재를 제거하기 위한 장치에 관한 것으로서, 앵커의 역할을 완료 한 후, 앵커의 긴장재를 제거하기 위하여 앵커 헤드 근처에서 잘린 긴장재 선단을 망치로 가격하므로서 긴장재를 잡고 있는 쐐기는 제거식 앵커 정착체에 쐐기 고정 몸체 내의 테이퍼진 구멍에 고정되었던 쐐기와 긴장재가 캡쪽으로 이동하여 풀리면 쐐기의 테이퍼진 외측면을 가압하고 있던 핀선단이 다시 인장 방향 쪽으로 이동이 안되도록하여 쉽게 긴장재가 빠져 나오도록 하여 긴장재를 회수할 수 있는 특징이 있다. [0001] The present invention relates to an anchor provided on a cut surface for supporting earth pressure according to cutting at the time of deep trenching or cut slope, and more particularly to an apparatus for removing a trench which fixes an anchor provided at a trench and a cut slope After completing the role of the anchor, the wedge holding the tension member by hammer-pronging the tip of the tie cut near the anchor head to remove the tension member of the anchor is fixed to the tapered hole in the wedge fixing body in the removal anchor fixing body When the wedge and the tension member are moved to the cap side, the tapered outer surface of the wedge is released, so that the tip end of the pin is not moved toward the tension direction again.

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07-06-2004 дата публикации

Revetment block for a slope of river dike

Номер: KR100433496B1
Автор: 윤성호
Принадлежит: 윤성호

본 발명은 하천의 범람방지와 수자원의 이용을 위하여 조성된 제방의 경사면에 설치되어 경사면의 침식과 토사의 유출을 방지하는 하천 제방용 호안블록에 관한 것으로서, 더욱 상세하게는 격자틀 형태의 제방보호용 프레임을 조립식 결합에 의하여 형성시키고, 상기 프레임의 사이에는 제방 경사면의 표면보호기능과 함께 초본식물의 식생기능을 가지는 식생블록을 조립식으로 고정시키므로서, 우수한 보호기능을 가지는 호안블록을 별도의 장비없이 빠르고 손쉽게 설치할 수 있도록 하고, 호안블록의 시공상에 노출되는 각종 문제점을 해결함과 동시에 초본식물의 식생토 취부와 취부된 식생토의 안전한 지지를 도모하여 제방 경사면의 조기녹화를 이루어 낼 수 있도록 한 하천 제방용 호안블록에 관한 것이다. The present invention relates to a bank embankment protection block installed on the inclined surface of the embankment formed for the prevention of flooding of the river and the use of water resources, and more specifically to protect the embankment in the form of a lattice frame. The frame is formed by a prefabricated coupling, and between the frame and the surface protection function of the inclined slope of the embankment and the vegetation block having the vegetation function of the herbaceous plant to be assembled into a prefabricated, without the additional equipment to provide a revetment block having excellent protection function A river that enables quick and easy installation, solves various problems exposed to the construction of shore banks, and promotes the early recording of bank slopes by installing vegetation soils of plants and safe support of the vegetation soils. The present invention relates to a bank embankment block. 본 발명에 의한 하천 제방용 호안블록은, "¬" 형태의 모서리블록(21)과 일자형블록(22) 및 T자형블록(23)에 의하여 사각형태로 연결 고정되는 외곽프레임(20)이 앵커볼트(11)에 의하여 경사면(1)상에 고정 설치되고, 상기 외곽프레임(20)의 내부에는 십자형블록(31)과 일자형블록(22)에 의하여 격자형태로 연결 고정되는 커버프레임(30)이 체결볼트(12)와 앵커볼트(11)에 의하여 상기 T자형블록(23)과 경사면(1)에 각각 고정 설치되고, 상기 외곽프레임(20)과 커버프레임(30)을 이루는 각 블록(21)(22)(23)(31)의 사이에는 몸체(40a) 전체에 걸쳐 형성된 식생공(41)의 후방에 식생시트(42)가 부착된 식생블록(40)이 끼움 결합되어 앵커볼트(11)로서 경사면(1)에 고정 설치되며, 상기 외곽프레임(20)의 모서리블록(21)은 앵커공(214)이 관통된 막대형상의 몸체(210) 양단에 연결단부(211)와 삽입홈(212)이 각각 형성되고, 상기 일자형블록(22)은 막대형상의 몸체(220) 양단에 연결단부(221)가 형성되고, 상기 T자형블록(23)은 앵커공(234)이 관통된 몸체(230)의 각 절단면에 삽입홈(232)이 형성되며, 상기 커버프레임(30)의 십자형블록(31)은 앵커공(314)이 관통된 몸체(310)의 머리부의 각 절단면에 삽입홈( ...

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24-12-2014 дата публикации

multipurpose load dispersion style ground anchor assembly

Номер: KR101471487B1
Автор: 신현택
Принадлежит: 삼진스틸산업(주)

The present invention relates to a multipurpose ground anchor of a load dispersion type, including a hollow waterproof cap (110); a head coupler (120) engaged to a lower portion of the waterproof cap (110) and formed with a tapered hole (121) in a longitudinal direction through which a PC steel wire (10) passes; a wedge (130) inserted in the tapered hole (121) of the head coupler (120) to fix the PC steel wire (10); a tubular guide (140) installed in the waterproof cap (110) and formed with one or more slide groove (141); a body (150) installed in the guide (140) and formed with a slide boss (151) inserted in the slide groove (141), and a key groove (152) formed in the lower center which is coupled to an upper end of the PC steel wire (10) by key engagement, the body having a wedge (130) at a lower portion thereof; a pressing spring (160) resiliently pressing the body (150) downward; and a lower member (170) engaged to the head coupler (120) at a lower portion thereof, the PC steel wire (10) penetrating the lower member. Since the load is dispensed to several portions of a tension member, the sufficient anchor force is secured under the soft ground to effectively obtain a high load. The tension member, such as PC steel wire, can be easily detached and removed from the anchor, and the stable engaging state can be maintained when the anchor is moved or the external impact is applied thereto on the site, thereby improving the reliability of the product.

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04-08-2004 дата публикации

법면보호블록

Номер: KR100443037B1
Автор: 윤성호
Принадлежит: 윤성호

본 발명은 성토지역이나 절토지역의 연약한 법면상에 설치되는 법면보호블록에 관한 것으로서, 더욱 상세하게는 외곽프레임과 커버프레임으로 이루어지는 법면보호구조물을 배수로를 구비하는 블록간의 조립식 결합에 의하여 형성시키고, 상기 프레임을 이루는 각 블록의 사이에는 식생토의 취부공간이 형성된 식생블록을 조립식으로 고정시키며, 식생블록의 상면에는 식생망을 구비하는 식생커버를 조립식으로 고정시키므로서, 우수한 보호기능을 가지는 법면구조물을 빠르고 손쉽게 설치할 수 있도록 하고, 우천시 발생하는 토사유실을 최소화하여 법면의 표면붕괴를 사전에 차단하며, 식생토의 용이한 취부와 취부된 식생토의 완벽한 보호를 가능하게 하여 법면의 조기녹화를 이루어 낼 수 있도록 한 법면보호블록에 관한 것이다. 본 발명에 의한 법면보호블록은, 성토지역이나 절토지역의 연약한 법면(1)상에 설치되어 토사의 유실을 방지하고 법면(1)의 녹화를 가능하게 한 법면보호블록(10)에 있어서, 상기 법면보호블록(10)은 "ㄱ"자형의 모서리블록(21)과 T자형블록(22)과 일자형블록(23)이 사각형태로 연결되는 외곽프레임(20)과, 십자형블록(31)과 일자형블록(23)이 격자형태로 연결되어 상기 외곽프레임(20)과 일체로 형성되는 커버프레임(30)과, 상기 각 프레임(20)(30)의 사이에 고정되는 사각형태의 식생블록(40)과, 상기 식생블록(40)의 상면에 끼움 고정되는 식생망 형태의 식생커버(50)로 이루지는 것을 특징으로 하며, 본 발명의 다른 실시예에 의한 법면보호블록(10)은, "ㄱ"자형의 모서리블록(25)과 마감블록(27) 및 일자형의외곽블록(26)이 사각형태로 연결되는 외곽프레임(20)과, "Χ"자형의 A,B형 커버블록(33)(34)이 육각별 형태로 연결되어 상기 외곽프레임(20)과 일체로 형성되는 커버프레임(30)과, 상기 각 프레임(20)(30)의 사이에 고정되는 원형의 식생블록(40)과, 상기 식생블록(40)의 상면에 끼움 고정되는 부채꼴 형태의 식생커버(50)로 이루어지는 것을 특징으로 한다.

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18-05-2022 дата публикации

Lattice earthquake proof pile and construction method for the same

Номер: KR102399298B1
Автор: 안성율
Принадлежит: 주식회사 에스와이텍

래티스 내진말뚝이 개시되며, 상기 래티스 내진말뚝은, 말뚝 시공을 위한 천공부의 저면 상에 안착 배치되는 내부 강관; 상기 내부 강관의 상부에 상기 내부 강관과 연결되게 상기 내부 강관의 둘레를 따라 구비되는 두부 결합 디스크; 상기 내부 강관의 하부에 상기 내부 강관과 연결되게 상기 내부 강관의 둘레를 따라 구비되는 결합용 부재; 각각의 상단이 상기 두부 결합 디스크에 일체적으로 연결되고, 상기 내부 강관으로부터 외측으로 반경 방향 간격을 두고 상기 내부 강관의 둘레를 따라 상호 간격을 두고 배치되는 복수의 외부 강관; 각각이 상기 복수의 외부 강관 각각과 상기 내부 강관 사이에 구비되어 각각이 상기 복수의 외부 강관 각각과 상기 내부 강관을 연결하는 복수의 래티스부; 및 상기 두부 결합 디스크와 상기 결합용 부재 사이에 형성되는 구간에 충진 형성되는 무수축 콘크리트부를 포함한다. Disclosed is a lattice earthquake-resistant pile, the lattice earthquake-resistant pile comprising: an internal steel pipe seated and disposed on the bottom surface of a perforation for pile construction; a head coupling disk provided along the circumference of the inner steel pipe to be connected to the inner steel pipe on the upper part of the inner steel pipe; a coupling member provided along a circumference of the inner steel pipe to be connected to the inner steel pipe at a lower portion of the inner steel pipe; a plurality of outer steel pipes each having an upper end integrally connected to the head coupling disk and disposed at a radial distance from the inner steel pipe to the outside and spaced apart from each other along the circumference of the inner steel pipe; a plurality of lattice parts each provided between each of the plurality of external steel pipes and the internal steel pipe to connect each of the plurality of external steel pipes and the internal steel pipe; and a non-shrinkable concrete portion filled in a section formed between the head coupling disk and the coupling member.

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27-11-2016 дата публикации

Geocell for moderate and low load applications

Номер: RU2603677C2

FIELD: construction. SUBSTANCE: invention relates to construction, specifically to a volumetric geocell to prevent erosion of soil, lining of channels, construction of retaining walls from reinforced soil, application of road surfaces. Volumetric geocell for versions of applications with medium and low load, in which strength of wall of volumetric geocell, measured at 23 °C, is at least 3,400 N/m and at most 19,500 N/m. Volumetric geocell is formed from multiple polymer strips connected with each other b seams so that when strips are drawn apart, a cellular structure is formed. Each polymer strip has wall thickness, measured according to ASTM D5199, from 0.25 to 0.95 mm. Each polymer strip is made of high-density polyethylene, polypropylene or alloys thereof with polyamide or polyester. EFFECT: technical result consists in improvement of strength and sufficient vertical stability of geocell, reduction of material consumption and labour intensity. 25 cl, 9 tbl, 16 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E02D 17/18 (13) 2 603 677 C2 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2014136712/03, 02.03.2012 (24) Дата начала отсчета срока действия патента: 02.03.2012 Приоритет(ы): (30) Конвенционный приоритет: (72) Автор(ы): ЭРЕЗ Одед (IL), ЭРЕЗ Ади (IL), ХАЛАХМИ Ицхар (IL) 10.02.2012 US 61/597,652 (43) Дата публикации заявки: 10.04.2016 Бюл. № 10 R U (73) Патентообладатель(и): ПиАрЭс МЕДИТЕРРЭНИАН ЛТД. (IL) (45) Опубликовано: 27.11.2016 Бюл. № 33 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 10.09.2014 2 6 0 3 6 7 7 (56) Список документов, цитированных в отчете о поиске: US 20110304080 A1, 15.12.2011. RU 2081234 C1, 10.06.1997. RU 2166025 C1, 27.04.2001. RU 2136817 C1, 10.09.1999. US 20110243670 A1, 06.10.2011. US 4717283 A, 05.01.1988. US 2012/027542 (02.03.2012) C 2 C 2 (86) Заявка PCT: (87) Публикация заявки PCT: R U 2 6 0 3 6 7 7 WO 2013/119259 (15.08.2013) Адрес для ...

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12-10-2016 дата публикации

环保型植草混凝土公路护坡结构及施工方法

Номер: CN106013191A
Автор: 张国飞, 朱凯, 王新泉
Принадлежит: Hangzhou Jiangrun Technology Co Ltd

本发明涉及一种环保型植草混凝土公路护坡结构,主要包括植草混凝土、预制框格梁、锚杆、土钉、浆砌片石墙、坡面排水系统及重力式挡墙。公路原边坡不稳定岩体内设置土钉,锚头处设置混凝土墩,在原坡面上增设浆砌片石墙,浆砌片石墙内由下而上依次填充砂砾层、粘土层、植草混凝土,浆砌片石墙顶安装预制框格梁,框格梁交点设置锚杆,锚杆周围设置有混凝土包裹体,砂砾层内设置有排水系统,在坡底设置有排水通道,坡脚公路路基边沟外侧设置有重力式挡土墙。本发明的公路护坡结构整体性和稳定性好,同时环保型植草混凝土真正实现安全护砌与环境保护相结合,有效改善交通环境。本发明还提供上述环保型植草混凝土公路护坡结构的施工方法。

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29-07-2011 дата публикации

Assembly Structure of Removable Soil Nails Using Wedge Wedges and Method of Assembling and Removing Soil Nails

Номер: KR101052728B1

본 발명은 조립에 의하여 인장재와 그라우팅체와의 고정력이 최대로 발휘되는 조립구조가 되게 하면서 동시에 고정력이 최대로 발휘된 조립구조상태에서 분해가 극히 용이하게 이루어지는 분해구조가 되게 함에 목적이 있을 뿐 아니라 조립구조 및 분해구조가 1~3피치의 회전에 의하여 조립ㆍ분해가 가능하도록 함으로써 인장재의 분해ㆍ제거가 용이하게 그리고 효율적으로 이루어지도록 함에 다른 목적이 있다. The present invention is not only intended to be an assembly structure in which the fixing force between the tension member and the grouting body is exhibited to the maximum by assembling, but also to the disassembly structure in which the disassembly is extremely easy in the state of the assembly structure in which the fixing force is exhibited to the maximum. It is another object of the assembly and disassembly structure to disassemble and remove the tension member easily and efficiently by allowing assembly and disassembly by rotation of 1 to 3 pitches. 이러한 목적을 위하여 고정 소켓(10)과, 쐐기 고정구(20)와, 보호 파이프(30)와, 그리고 이형철근(40)으로 구성하되 고정 소켓(10)은 그 내부공간에 직경이 큰 쪽에서 작은 쪽을 향해 쐐기형상을 이루고 있는 쐐기형상 삽입공간부(12)와, 걸림턱(17)을 갖는 쐐기 고정구의 해체공간부(15)와, 그리고 보호 파이프 삽입공간부(16a, 16b)가 일체로 형성되어있으면서 쐐기형상 삽입공간부(12)에는 2개의 분할편(21a)(21b)이 1조가 된 쐐기 고정구(20)가 삽입되며, 또 쐐기형상 삽입공간부(12)의 직경이 큰 쪽의 내주면 단부에는 1~3피치의 나선부-A(14)가 형성되어있고, 나선부-A(14)에 대응되는 쐐기 고정구(20)의 2개의 분할편(21a)(21b)의 직경이 큰 쪽의 외주면 단부에는 1~3피치의 나선부-B(22)가 형성되어있는 구성이다. For this purpose, the fixed socket 10, the wedge fixture 20, the protective pipe 30, and the deformed reinforcing bar 40 is composed of the fixed socket 10 in the inner space of the larger diameter from the smaller side The wedge-shaped insertion space portion 12, which is wedge-shaped toward the side, the dismantlement space portion 15 of the wedge fixture having the locking jaw 17, and the protective pipe insertion space portions 16a and 16b are integrally formed. While the wedge-shaped insertion space portion 12 is inserted into the wedge fixture 20 in which two divided pieces 21a and 21b are formed into one set, the inner peripheral surface of the wedge-shaped insertion space portion 12 with the larger diameter At one end, a spiral portion-A 14 having a pitch of 1 to 3 is ...

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18-03-2005 дата публикации

Breast wall structure of embankment for river

Номер: KR100477379B1
Принадлежит: (주)삼원기술단

Anchor connection-type revetment-retaining wall structure for preventing scour of a river embankment foundation is provided to prevent the foundation coming in contact with water from being scoured and collapsed and to prevent flood damage caused by collapse of the foundation. In anchor connection-type revetment-retaining wall structure for preventing scour of a river embankment foundation, a revetment-retaining wall(900) is installed to a river embankment while plural blocks are fastened to the foundation coming in contact with water with anchor bolts(600) and are fixed by fixing piles(700). A Y-shaped block(300), a T-shaped block(400), and a U-shaped block(500) are fixed with anchor bolts(600) and the fixing piles. Sealing members(570) are installed to cut-off holes formed in surfaces where the blocks are closely adhered. The Y-shaped block is formed in a Y-shape protruded to the opposed side of an incised side and cut-off holes(302), an anchor hole(304), and a pile-fixing hole(306) are formed along the longitudinal direction of the Y-shaped block. The T-shaped block is formed in a T-shaped section and plural cut-off holes(402), an anchor hole(404), a pile-fixing holes(406) are formed in the T-shaped block, which is inserted in the incised hole of the Y-shaped block. The central part of the U-shaped block is incised and a cut-off hole(502), an anchor hole(504), and a pile-fixing hole(506) are formed in the U-shaped block, which is combined to the protruded part of the Y-shaped block. The sealing members are inserted in the cut-off holes and are closely adhered. The anchor bolts and the fixing piles are inserted and fixed in the anchor holes and the pile-fixing holes.

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08-04-2004 дата публикации

Device for anchor fixing

Номер: KR200346693Y1
Автор: 윤용수
Принадлежит: 주식회사 장평건설

연약지반을 개량함에 있어, 지중에 매설되며 앵커체에 장착되는 고정장치에 관한 기술이 개시된다. In improving the soft ground, a technique related to a fixing device embedded in the ground and mounted to the anchor body is disclosed. 본 고안은 연약지반 개량을 위한 앵커체에 장착되는 앵커체 고정장치에 관한 것으로, 그라우팅에 의한 정착장부 형성으로 앵커체의 부착력이 확보되는 앵커체를 앵커체 고정장치의 날개부로 지중 내에 한번 더 고정시켜줌으로써 지중 내 앵커체 고정을 견고히 하며 앵커체의 마찰저항 및 토압저항을 증가시키고, 앵커체의 인장력을 향상시키며 구조적으로 안정된 앵커체를 형성하고 안정된 지반개량을 이루어지게 하는 앵커체 고정장치를 제공하는 것을 목적으로 하는 발명으로서, 이를 위하여 본 고안은 연약지반 개량을 위해 지중에 매설되며, 강봉과 그라우팅관으로 구성되는 앵커체에서, 내측에 상기 강봉을 포함할 수 있는 공간부가 형성되어 있고, 측면에는 상기 강봉에 지지되는 고정핀이 삽입되는 고정공이 형성되어 있는 좌우 대칭되는 한 쌍의 몸체부; 상기 몸체부의 길이방향 양 단부에 위치하며, 일단은 상기 몸체부의 내측에 고정되고 타단은 상기 몸체부의 외측을 향해 형성되어 있는 다수개의 날개부; 및 상기 날개부가 상기 몸체부의 외측에서 일방향으로 회동가능하도록 상기 날개부와 상기 몸체부를 연결하는 탄성수단;을 포함하는 앵커체 고정장치를 제공한다. The present invention relates to an anchor body fixing device mounted on the anchor body for improving the soft ground, and to fix the anchor body to secure the anchoring force of the anchor body by forming the anchoring part by grouting once again in the ground with the wing of the anchor body fixing device It provides anchor anchoring device to strengthen anchor body in the ground, increase frictional resistance and earth pressure resistance of anchor body, improve tensile strength of anchor body, form structurally stable anchor body and achieve stable ground improvement. As an invention for the purpose of this, the present invention is buried in the ground for the improvement of soft ground, in the anchor body consisting of a steel rod and a grouting tube, a space portion that can include the steel bar is formed on the inner side, There is a pair of left and right symmetrical is formed with a fixing hole is inserted into the fixing pin is supported on the steel bar A body portion; Located at both ends of the body portion in the longitudinal direction, one end is fixed to the inside of the body portion and the other end of the plurality of wings are formed toward the outside of the body portion; And elastic means ...

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13-06-2011 дата публикации

Display apparatus

Номер: KR101041057B1
Автор: 박용주, 윤진혁, 이응상
Принадлежит: 삼성전자주식회사

생산성을 향상시키고 신호 지연을 방지할 수 있는 표시장치가 개시된다. 제1 표시패널은 제1 구동신호에 응답하여 제1 영상을 표시하고, 제2 표시패널은 제2 구동신호에 응답하여 제2 영상을 표시한다. 구동칩은 제2 표시패널과 인접하여 제1 표시패널 상에 구비되고, 각종 신호에 응답하여 제1 및 제2 구동신호를 제1 및 제2 표시패널로 각각 출력한다. 제1 연성회로기판은 제1 표시패널과 제2 표시패널과의 사이에 구비되어 구동칩으로부터 출력된 제2 구동신호를 제2 표시패널로 제공한다. 따라서, 표시장치의 생산성을 향상시킬 수 있으면서 제1 및 제2 표시패널로 제공되는 신호의 지연을 방지할 수 있다. Disclosed is a display device capable of improving productivity and preventing signal delay. The first display panel displays the first image in response to the first driving signal, and the second display panel displays the second image in response to the second driving signal. The driving chip is disposed on the first display panel adjacent to the second display panel, and outputs first and second driving signals to the first and second display panels in response to various signals. The first flexible printed circuit board is provided between the first display panel and the second display panel to provide a second driving signal output from the driving chip to the second display panel. Accordingly, the productivity of the display device can be improved while delaying the signals provided to the first and second display panels can be prevented.

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21-11-2003 дата публикации

Method and apparatus for mounting lock bolt and lock anchor

Номер: KR100406813B1
Автор: 심석래
Принадлежит: 주식회사 동아특수건설

본 발명은 락볼트와 락앵커 설치장치 및 설치방법에 관한 것으로서, 암벽, 암반 및 토사 등에 대한 락볼트의 설치시 고압의 그라우팅에 의한 락볼트의 마찰력 증가로 그 강성이 증대되도록 한 락볼트와 락앵커 설치장치 및 설치방법을 제공하는데 그 목적이 있다. 이러한 목적달성을 위한 본 발명의 락볼트 및 락앵커 설치장치는, 경사지면(10)의 삽입공(11)에 일정깊이 위치에 설치되며, 중앙에 락볼트(22) 및 락앵커(32)의 삽설을 위한 통공(16)과, 이 통공(16)의 양측으로 각각 관통공(18,20)들이 형성된 팩커(14)와, 이 팩커(14)의 하부측으로 몰탈을 주입시키기 위한 주입호스(24) 및 팩커(14)의 하부측 공기를 외부로 배출시키기 위한 배기호스(26)를 포함하여 이루어지며, 이와 같은 구성을 갖는 락볼트 및 락앵커 설치장치(12)를 이용한 락볼트 및 락앵커의 설치방법은, 상기 팩커(14)의 통공(16)을 통해 락볼트(22) 및 락앵커를 일정깊이로 삽입시킨 후, 이 팩커(14)의 상부측에 무압상태로 팽창제를 사용하여 몰탈을 주입함으로써, 1차 그라우팅을 실시하는 단계; 상기 1차 그라우팅후 양생이 되었으면 제 1관통공(18)에 삽설된 주입호스(24)를 통하여 몰탈을 주입하여 상기 팩커(14)의 하부측에 고압의 2차 그라우팅을 실시함으로써, 고밀도로 충진되도록하여 락볼트(22)가 보다 견고하게 고정설치되도록 하는 단계;로 이루어진 것을 특징으로 한다. The present invention relates to a rock bolt and a rock anchor installation device and a method for installing the rock bolt and the rock bolt to increase its rigidity by increasing the frictional force of the rock bolt by high pressure grouting when the rock bolt is installed on rock walls, rocks and earth and sand Its purpose is to provide an anchor installation device and installation method. Rock bolt and lock anchor installation device of the present invention for achieving this purpose, is installed in a predetermined depth position in the insertion hole 11 of the inclined surface 10, the center of the lock bolt 22 and the lock anchor 32 A through hole 16 for inserting, a packer 14 having through holes 18 and 20 formed on both sides of the through hole 16, and an injection hose 24 for injecting mortar into the lower side of the packer 14; ) And an exhaust hose 26 for discharging the lower side air of the packer 14 to the outside, and the lock bolt and the lock anchor using the lock bolt and the lock anchor installation device 12 having such a configuration. In the installation method, the lock bolt 22 and the lock anchor are inserted to a predetermined depth through the through hole 16 of the packer 14, and then mortar is removed from the upper side of the ...

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13-02-2013 дата публикации

Micro pile having some reinforcing rods

Номер: KR101232301B1
Автор: 박이근
Принадлежит: (주)지오알앤디, 박이근

지반에 압입되어 구조물을 지지하는 마이크로 파일에 있어서, 마이크로 파일에 가해지는 응력을 분산시키기 위해, 일정간격을 두고서, 종방향으로 평행하게 구비되는 다수의 봉재(110,112,114,116); 상기 봉재들이 콘크리트 유동에 따라 상호 교차되거나, 이격되는 것을 방지하기 위해, 상기 봉재들의 최외곽면을 따라 감싸도록 구비되는, 외부스프링 스페이서(135); 상기 봉재들 중, 마이크로파일 수평 단면상의 중심부를 지나는 봉재(중심봉재, 110)을 제외한 주변 봉재(112,114,116)의 하단부와 결합되는 고정부재의 상부(155); 상기 중심봉재(110)와 결합되되, 단부는 원추형인 중심봉재 수용부재(170); 상기 고정부재 상부와 결합되는 고정부재 하부(150)의 내부 일측에 인입되어 있으며, 상기 중심봉재수용부재(170)의 하방 이동에 의해, 방사형으로 돌출되어, 지반에 압입되는 확경형 돌기(160);를 포함하는 것을 특징으로 하는 다봉재 마이크로 파일이 제시된다. A micro pile press-fitted into the ground to support a structure, the micro pile comprising: a plurality of rods (110, 112, 114, 116) provided in parallel in a longitudinal direction at regular intervals to distribute stress applied to the micro pile; An outer spring spacer 135 provided to surround the outermost surfaces of the bars to prevent the bars from crossing each other or being spaced apart according to the flow of concrete; Among the rods, the upper portion 155 of the fixing member coupled to the lower end of the peripheral rods 112, 114, 116 except for the rod (center rod, 110) passing through the center on the horizontal cross section of the micropile; A center rod receiving member 170 coupled to the center rod 110, the end of which is conical; Is inserted into the inner side of the fixing member lower 150 coupled to the fixing member upper, by the downward movement of the center bar receiving member 170, protruding radially, expansion-expansion projections 160 are pressed into the ground There is provided a multi-rod micro file comprising a.

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