ФУНДАМЕНТНЫЙ БЛОК

FIELD: civil engineering. SUBSTANCE: foundation block has a panel with upper and lower horizontal shelves and stiffening ribs making the shelves physically integral. Horizontal shelves are higher than stiffening ribs. Thermal insulation is fastened to inner side of a panel in the cavity generated by the shelves and stiffening ribs. Additional thermal insulation is attached to the ends of stiffening ribs and free inner sides of horizontal strips. EFFECT: technological effectiveness. 4 cl, 20 dwg С990У70сС ПЧ Го РОССИЙСКОЕ АГЕНТСТВО ПО ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (19) (51) МПК ВИ” 2 040 652 ' 13) СЛ Е 04С 2/26, Е 02 0 27/01 12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21), (22) Заявка: 5001226/33, 04.07.1991 (30) Приоритет: 05.01.1989 ЗЕ 8900032-7; 8902760-1 (46) Дата публикации: 25.07.1995 (56) Ссылки: 1. Патент Швеции М В-442654, кл. Е 04 С 3/293, 1986.2. Макарочкин Н.Ф., Ситников МА. Индустриальные фундаменты зданий. Государственное издательство БССР, Редакция научно-технической литературы, Минск, 1962, с.136-137, р.49. (71) Заявитель: Геран Карлссон[5Е], Эрик Телбер[ЗЕ] (72) Изобретатель: Геран Карлссон[3ЗЕ], Эрик Телбер[$Е] (73) Патентообладатель: Геран Карлссон[5Е], Эрик Телбер[5Е] (54) ФУНДАМЕНТНЫЙ БЛОК (57) Реферат: Изобретение относится к строительству. Сущность изобретения: фундаментный блок включает панель с верхними и нижними горизонтальными полками и С объединяющими их ребрами жесткости. Высота горизонтальных полок превышает высоту ребер жесткости. К внутренней стороне панели в полости, образованной полками и ребрами жесткости прикреплена тепловая изоляция. К торцам ребер жесткости и свободным внутренним сторонам горизонтальных полос прикреплена дополнительная тепловая изоляция. 4 з.п. ф-лы, 20 ил. 2040652 С1 КО С990У70сС ПЧ Го (19) КУЗЗАМ АСЕМСУ ГОК РАТЕМТ$ АМО ТКАОЕМАКК$ 12) АВЗТКАСТ ОЕ 1МУЕМТОМ (51) 1пЕ. С1.6 13) ВИ "” 2 040 652 ``” С1 Е 04 С 2/26, Е 02 0 27/01 (21), (22) АррИсаНоп: 5001226/33, 04.07.1991 (30) Рпогу: 05.01.1989 ЗЕ 8900032-7; ...

Ladestationsfundament und Ladestation

Ladestationsfundament mit, einem Einlass für eine Energieversorgungsleitung, und einer Ausnehmung für die Aufnahme einer Ladeelektronik, wobei der Einlass von einer Außenwand des Fundaments bis an eine Innenwand der Ausnehmung geführt ist. Um die Zuverlässigkeit von Ladeinfrastruktur zu erhöhen ist vorgesehen, dass in der Ausnehmung eine Ladeelektronik zumindest umfassend einen Leistungsschutzschalter sowie ein Ladecontroller geschützt nach Schutzklasse IPxy mit x>=6 und y>=6, vorzugsweise y>=8 gemäß DIN EN 60529 angeordnet ist. Charging base with, an inlet for a power supply line, and a recess for receiving a charging electronics, wherein the inlet is guided from an outer wall of the foundation to an inner wall of the recess. In order to increase the reliability of charging infrastructure is provided that in the recess charging electronics at least comprising a circuit breaker and a charging controller protected according to protection class IPxy with x> = 6 and y> = 6, preferably y> = 8 according to DIN EN 60529 is arranged.

Modular foundation resistant to ground movement

Modular foundation resistant to ground movement

Modular foundation resistant to ground movement

FUNDAMENTSYSTEM ZUR LASTABTRAGENDEN AUFNAHME EINES GEHÄUSES ODER VON WENIGSTENS EINEM GEHÄUSEMODUL EINES SELBSTBEDIENUNGSAUTOMATEN

The invention relates to a foundation system (2) for receiving the load of a housing or of at least one housing module (13, 13', 13") of a self-service machine (1), comprising at least one base element (14, 14', 14"), which has at least one support surface (16, 16', 16") for a housing or for at least one housing module (13, 13', 13") of a self-service machine (1). The base element (14, 14', 14") comprises a concrete body (17, 17', 17") and at least one metal carrier element (18, 18', 18") supported thereon, on which metal carrier element the at least one support surface (16, 16', 16") for a housing or housing module (13, 13', 13") of a self-service machine (1) is formed, and the metal carrier element (18, 18', 18") can be leveled relative to the concrete body (17, 17', 17") of the base element (14, 14', 14") by means of at least one adjusting device (19).

PREFABRICATED BUILDING FOUNDATION ELEMENT.

BELOW-GRADE MODULAR ASSEMBLY

A modular assembly (20) is provided and includes a modular frame (28) to be installed at least partially below grade and at least two panels (34) attached to the modular frame (28), where the at least two panels (34) are made of a material that withstands lateral, vertical and shear forces generated by surrounding below grade materials. The modular frame (28) and the at least two panels (34) are joined together as a unit prior to installation.

PRE-CAST CONCRETE FOUNDATION OF MODULAR CONSTRUCTION FOR TELECOMMUNICATION OR WIND TURBINE TOWER

A modular foundation design for supporting a wind turbine or telecommunication tower, comprised of pre-cast concrete modules offering advantages of off-site manfucture and ease of transportation, but which deign is simple to construct. A base slab is provided comprised of sub-modules/base members arranged together in juxtaposed position which together provide a horizontal surface on which pre-cast pipe members may be stacked in end-to-end position to form a pedestal. Anchor rods extend through the pipe members into screw retainers in the base members, which rods serve to not only post-tension the pipe members and secure them together, but further advantageously serve to retain the base members together thereby assisting in distributing forces and loads applied to one sub-module/base member over the entire base slab. Coupling means to further couple the base members together may be added to better retain the base members together and still further improve distribution of forces .

PREFABRICATED BUILDING FOUNDATION

PREFABRICATED BUILDING FOUNDATION A structural member is provided for the tilt-up assembly of a foundation of a structure. The member is characterized by fastening means adapted to restrict lateral shifting of the member relative to adjacent members, and comprises either a wall panel, a wall T-junction member, a wall corner member, an elongate straight footing member, a T-junction footing member or a footing corner member. The fastening means may comprise a rabbet joint. The footing members may be provided with an upwardly-extending key adapted to mate with a groove recessed into a lower face of a wall member. The member may be coated with a water resistant coating prior to assembly thereof into a foundation. A resilient waterproof membrane may be interposed between adjacent members within a completed foundation, to provide a resilient seal between adjoining members. Methods for constructing a foundation from the members are disclosed, employing either a prefabricated footing, a conventional ...

Foundation for air hall.

Das erfindungsgemässe Fundament wird für eine Traglufthalle verwendet, welche sodann einzig auf einem Streifenfundament erstellt wird, welches sich rund um die zu erstellende Traglufthalle erstreckt. Das Fundament besteht aus werkseitig vorfabrizierten Beton-Streifenfundament-Elementen (23). Diese weisen eine Ankerschiene (22) auf, mit einem Keder-Verbindungsprofil (1) mit Keder-Fassungsprofil, sodass die Membranen (8), die eigens mit einem Keder (5) längs ihres Randes ausgerüstet ist, an diesen Ankerschienen (22) lösbar befestigbar ist. Die Membranen (8) sind vorzugsweise als doppellagige Membranen mit einer Aussen- und Innenmembrane gebildet und in Streifen unterteilt. Die Streifen (8) sind längs ihrer Längsränder mittels eines Keders (5) mit Keder-Verbindungsprofil (1) zugkraftschlüssig verbindbar. Die Membranstreifen (8) sind 3–5 Meter breit und erstrecken sich über die ganze Halle vom Boden aus auf einer Seite bis zum Boden auf der anderen Seite. Jeder Streifen bildet eine Tasche.

MODULE FOR STRUCTURE

BYGGRUND PA BETONGPLATTOR

Load-bearing insulated modular frame foundation.

A load-bearing, modular construction, insulated frame structure capable of providing a foundation for a building, in use, rests on the surface of the ground and is preferably made from interlocking frame elements of expanded polystyrene or similar load-bearing plastics material. Corner edge pieces 6 of the frame may have a leg portion 12 angled at between 60-90 degrees relative to a foot portion 10. A method of constructing a foundation of a building is also disclosed, comprising pouring reinforced concrete between boundaries of a modular frame located on the ground surface.

FUNDAMENTSYSTEM ZUR LASTABTRAGENDEN AUFNAHME EINES GEHÄUSES ODER VON WENIGSTENS EINEM GEHÄUSEMODUL EINES SELBSTBEDIENUNGSAUTOMATEN

The invention relates to a foundation system (2) for receiving the load of a housing or of at least one housing module (13, 13', 13") of a self-service machine (1), comprising at least one base element (14, 14', 14"), which has at least one support surface (16, 16', 16") for a housing or for at least one housing module (13, 13', 13") of a self-service machine (1). The base element (14, 14', 14") comprises a concrete body (17, 17', 17") and at least one metal carrier element (18, 18', 18") supported thereon, on which metal carrier element the at least one support surface (16, 16', 16") for a housing or housing module (13, 13', 13") of a self-service machine (1) is formed, and the metal carrier element (18, 18', 18") can be leveled relative to the concrete body (17, 17', 17") of the base element (14, 14', 14") by means of at least one adjusting device (19).

PREFABRICATED BUILDING FOUNDATION ELEMENT AND A METHOD AND MEANS FOR THE MANUFACTURE OF THE ELEMENT

A building system

The present invention relates to a building system and a method of making and assembling the building system. In particular, the present invention relates to a footing for a building structure, the footing comprises a plurality of precast concrete layers, each precast concrete layer comprising reinforcement bars and a plurality of apertures. The footing further comprises a base structure comprising a base plate and a plurality of alignment bars protruding from the base plate. The footing is configured such that when the plurality of precast concrete layers are positioned on top of one another, the plurality of alignment bars of the base structure extend through the respective apertures of each precast concrete layer. Furthermore, the present invention relates to a building structure having one or more building modules.

Novel template-free anti-corrosion UHPC-NC combined bearing platform and construction method therefor

Disclosed are a novel template-free anti-corrosion ultra-high performance concrete (UHPC)-normal concrete (NC) bearing platform and a construction method therefor. The combined bearing platform comprises a prefabricated UHPC protective layer and a cast-in-place core normal concrete portion; the prefabricated UHPC protective layer specifically comprises: a UHPC bearing platform bottom plate, a bottom plate reserve groove, a bottom plate reserve round hole, a bottom plate reserve pile hole, prefabricated UHPC side plates I and II, a side plate reserve through hole, a prefabricated UHPC bearing platform top plate, a top plate reserve groove, a top plate reserve through round hole, a top plate reserve pile hole and full-thread screws, the prefabricated UHPC top plate, the side plates and the bottom plate being connected by using the full-thread screws; reinforcing bar glue is injected; coarse aggregate-free UHPC is cast in place at the top plate for hole sealing; and before covering the top ...

CONCRETE POLE

Disclosed in the present invention is a construction method of a concrete pole, which can adjust the height of a concrete pole and tightly install the concrete pole by installing a foundation block with an anchor bolt for height adjustment buried in an excavated ground bed, fixing a concrete pole to the anchor bolt for height adjustment with a certain space from the foundation block, and filling a separation space between a base plate and the foundation block with mortar. COPYRIGHT KIPO 2016 ...

BOTTOM FOUNDATION BASE OF SMALL SCALE PREFABRICATED WAREHOUSE AND CONSTRUCTION METHOD THEREOF

The present invention provides a bottom foundation base of a small scale prefabricated warehouse which facilitates assembly of bottom side prefabricated materials and provides a bottom structure which is stable and firm for supporting a wall, and a construction method thereof. According to a proper embodiment of the present invention, the bottom foundation base of a small scale prefabricated warehouse comprises: a foundation aggregate layer constructed by excavating the ground on an area at least larger than an area of a bottom of a warehouse to be installed to a prescribed depth, then leveling and compacting, and then filling aggregate; a waterproof layer wherein a waterproof sheet is installed on an upper surface of the foundation aggregate layer for waterproofing; a base stepping block arranged on proper locations of the upper surface of the foundation aggregate layer including a corner; a foundation concrete base constructed by installing a form along an edge where the base stepping ...

CONCRETE FOUNDATION STRUCTURE AND METHOD FOR CONSTRUCTING SAME

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.

BELOW-GRADE MODULAR ASSEMBLY

A modular assembly is provided and includes a modular frame to be installed at least partially below grade and at least two panels attached to the modular frame, where the at least two panels are made of a material that withstands lateral, vertical and shear forces generated by surrounding below grade materials. The modular frame and the at least two panels are joined together as a unit prior to installation.

Improvement in systems for construction for building panels

Building foundation

Improvements relating to foundation rafts

A support unit comprising a base member 12, a platform member 14, an external support post 20 and an internal support post 22, wherein the external post can move in an axial direction. The posts comprise openings 24, (34, fig 6D), and receive a releasable retaining member 42 that extends through the openings, arranged such that the platform is supported in an elevated position when installed and the platform can drop towards the base when removed. The openings are preferably elongate slots of different heights. The retaining member may be a detent pin and preferably has a tension line (58, fig 7) for removal of the pin and to aid in removing the support from under the foundation. Further disclosed is a support system comprising multiple support units and a tension line, and a method of forming a foundation.

Swash plate containment assembly

PREFABRICATED BUILDING FOUNDATION ELEMENT AND A METHOD AND MEANS FOR THE MANUFACTURE OF THE ELEMENT

A building element

A building element for forming a slab or a foundation with a settable material includes a body having an upper surface, a bottom, and sidewalls extending from the upper surface to the bottom. A hole is defined in the body. At least one rib-forming channel extends across the upper surface and intersects with the hole. Cavities are formed in the bottom of the body.

FOUNDATION SYSTEM AND METHOD OF CONSTRUCTION

A foundation system for supporting a structure thereon comprising: a plurality of blocks, each block having at least three sides; at least two recesses formed in the at least three sides of each block; a plurality of connecting plates having a first end configured to be secured within a recess of a first block and a second end configured to be secured within a recess of an adjacent block such that the connecting plate extends between recesses of adjacent blocks to secure adjacent blocks together to form a foundation grid of said blocks; and enclosure panels mountable to said blocks along an edge thereof so as to form an enclosure about a perimeter of the foundation grid.

CHARGING STATION FOUNDATION AND CHARGING STATION

The invention relates to a charging station foundation, comprising an entrance for an energy supply line and a cavity for holding charging electronics, wherein the entrance is led from an outer wall of the foundation to an inner wall of the cavity. In order to increase the reliability of charging infrastructure, according to the invention, charging electronics, at least comprising a circuit breaker and a charging controller, are arranged in the cavity in such a way that the charging electronics are protected according to degree of protection IPxy, with x = 6 and y = 6, preferably y = 8, according to DIN EN 60529.

CONCRETE FOUNDATION STRUCTURE AND METHOD FOR CONSTRUCTING SAME

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.

ФУНДАМЕНТНАЯ СИСТЕМА ДЛЯ ВОСПРИНИМАЮЩЕГО НАГРУЗКУ РАЗМЕЩЕНИЯ КОРПУСА ИЛИ ПО МЕНЬШЕЙ МЕРЕ ОДНОГО КОРПУСНОГО МОДУЛЯ АВТОМАТА САМООБСЛУЖИВАНИЯ

FIELD: construction. SUBSTANCE: invention relates to construction, namely, to a foundation system for load-perceiving placement of a body or at least one body module of a self-service machine. The foundation system for load-perceiving placement of a body or at least one body module of a self-service machine comprises at least one basement element, which comprises at least one support surface for the body or at least for one body module of the self-service machine. The basement element comprises a concrete body and at least one metal bearing element resting on it, on which there is at least one support surface for the body or the body module of the self-service machine. The metal bearing element is made as capable of levelling relative to the concrete body of the basement element with the help of at least one adjustment accessory. At least to one side, in particular, to the front side and/or rear side of the basement element, there is at least one element of paving attached from concrete. This paving element is connected to the basement element, accordingly, to its concrete body, so that movement of the paving element from the basement element is prevented. EFFECT: increasing bearing capacity, reduced labour intensiveness and material intensity during erection. 36 cl, 13 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 546 708 C2 (51) МПК E02D 27/42 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2012120708/03, 20.10.2010 (24) Дата начала отсчета срока действия патента: 20.10.2010 (72) Автор(ы): ХАЙДФОГЛЬ Франц Энгельберт (AT) (73) Патентообладатель(и): КЕБА АГ (AT) Приоритет(ы): (30) Конвенционный приоритет: (43) Дата публикации заявки: 27.11.2013 Бюл. № 33 R U 20.10.2009 AT A1644/2009 (45) Опубликовано: 10.04.2015 Бюл. № 10 10007932 C1, 13.06.2001. US 5881527 A, 16.03.1999. DE 20216236 U1, 27.02.2003. RU 38789 U1, 10.07.2004. RU 50553 U1, 20.01.2006 (85) Дата начала рассмотрения заявки PCT на ...

МОДУЛЬНЫЙ ФУНДАМЕНТ, УСТОЙЧИВЫЙ К ДВИЖЕНИЮ ГРУНТА

FIELD: construction. SUBSTANCE: invention relates to load-bearing structures of buildings, preferably prefabricated buildings, serving to effectively support said building or buildings on soil or other surfaces and are relatively resistant to soil layer shifts, such as shifts resulting from seismic activity or freezing. The foundation of building consists of one or more modules. The module or each module has a wide, rigid, reinforced lower surface which, in a position in place, has an outer underside and an inner side and on which the walls of the module are simultaneously formed and moulded and at least one rigid separating means selected from the group including peripheral beams, internal vertical protrusions and transverse ribs in all cases of the same height, which thereby determines the height of at least one hermetically sealed enclosure inside the foundation. A wide, rigid, reinforced upper surface that has an inner side and an upper outer side is simultaneously formed or moulded on the separating means, and said module or each module comprises means for connecting with other modules and the buildings mounted thereon. EFFECT: ensuring the strength and reliability of the foundation in emergency situations, ensuring reliability under shift loads. 11 cl, 7 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 636 067 C2 (51) МПК E02D 27/01 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (21)(22) Заявка: 2014150920, 05.06.2012 (24) Дата начала отсчета срока действия патента: 05.06.2012 (72) Автор(ы): БРИ Чарльз Колдер (NZ) (73) Патентообладатель(и): БРИ Чарльз Колдер (NZ) Дата регистрации: (56) Список документов, цитированных в отчете о поиске: RU 2121044 C1, 27.10.1998. RU Приоритет(ы): (22) Дата подачи заявки: 05.06.2012 (43) Дата публикации заявки: 27.07.2016 Бюл. № 21 (45) Опубликовано: 20.11.2017 Бюл. № 32 (85) Дата начала рассмотрения заявки PCT на национальной фазе: 12.01.2015 (86) Заявка PCT: NZ 2012/000082 (05.06 ...

Мобильное строение

FIELD: construction. SUBSTANCE: present invention relates to construction. Mobile structure includes foundation, walls, roof and engineering communications. Foundation is installed on pad of inert materials with layer thickness of more than 10 centimetres, covered with plates, on which basement base is installed with partitions making their surface single surface without using their overlapping plates. Surfaces that are ready for operation are mounted on the surface. In the four upper and lower corners of the extreme rooms of each floor of the structure there are tightening threaded devices ensuring seismic stability of the structure. All rooms are made in parallel adjacent circuit and are equipped with rotary wall around their vertical axis. Premises of the last floor of the structure represent a prefabricated modular roof from ready premises for the functioning, besides, their common roof makes a common slope in two side ends of the building. Longitudinal edges of common roof are protected with angular elements, which prevent water flowing to front and rear facades of structure. Whole building is equipped with complete autonomous engineering. EFFECT: invention increases stability of structure to wind and seismic loads, reduces time of its erection. 1 cl, 4 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 730 484 C1 (51) МПК E04H 1/00 (2006.01) E04B 1/348 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (52) СПК E04H 1/005 (2020.02); E04B 1/34815 (2020.02); E04B 1/34861 (2020.02); E02D 27/016 (2020.02); E04G 23/00 (2020.02) (21)(22) Заявка: 2019119783, 25.06.2019 25.06.2019 (73) Патентообладатель(и): Галеев Раис Хасанович (RU) Дата регистрации: 24.08.2020 Приоритет(ы): (22) Дата подачи заявки: 25.06.2019 (45) Опубликовано: 24.08.2020 Бюл. № 24 2 7 3 0 4 8 4 R U (54) Мобильное строение (57) Реферат: Данное изобретение относится к области строительства. Мобильное строение включает фундамент, стены, крышу и инженерные ...

МОДУЛЬНЫЙ ФУНДАМЕНТ, УСТОЙЧИВЫЙ К ДВИЖЕНИЮ ГРУНТА

1. Фундамент здания, состоящий из одного или нескольких модулей, отличающийся тем, что модуль или каждый модуль имеет широкую, жесткую, армированную нижнюю поверхность, которая в установленном на месте положении имеет наружную нижнюю сторону и внутреннюю сторону и на которой одновременно сформовано или отлито по меньшей мере одно жесткое разделительное средство, выбранное из группы, включающей периферические балки, внутренние вертикальные выступы и поперечные ребра во всех случаях одинаковой высоты, которая тем самым определяет высоту по меньшей мере одного замкнутого пространства внутри фундамента, а на разделительном средстве одновременно сформована или отлита широкая, жесткая, армированная верхняя поверхность, которая имеет внутреннюю сторону и верхнюю наружную сторону, и указанный модуль или каждый модуль содержит средство соединения с другими модулями и установленными на них зданиями.2. Модуль фундамента по п. 1, отличающийся тем, что фундамент состоит из нескольких модулей, наружные стороны которых соединены друг с другом средством крепления с целью увеличения общей площади их поверхности.3. Модуль фундамента по п. 1, отличающийся тем, что по меньшей мере некоторые модули снабжены приспособлениями для подъема, которые могут использоваться для подъема фундамента и установленного на нем здания.4. Модуль фундамента по п. 1, отличающийся тем, что указанное замкнутое пространство или каждое замкнутое пространство герметично закрыто и образует емкость и снабжено укупориваемым отверстием, позволяющим заполнять его жидкостью и опорожнять.5. Модуль фундамента по п. 4, отличающийся тем, что в замкнутом пространстве укупорена предв РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (51) МПК E02D 27/01 (13) 2014 150 920 A (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2014150920, 05.06.2012 (71) Заявитель(и): БРИ Чарльз Колдер (NZ) Приоритет(ы): (22) Дата подачи заявки: 05.06.2012 (43) Дата публикации заявки: 27.07.2016 Бюл. № 21 ...

Shuttering for use in the construction industry

HEATDAMMING FORMWORK ELEMENT, IN PARTICULAR FOR THE PRODUCTION OF THE FORMWORK OF A BASE PLATE OF A BUILDING AND A PROCEDURE FOR THE PRODUCTION OF A SUCH FORMWORK

A method for production of a foundation plate for a building and a foundation plate manufactured according to the method

Below-grade modular assembly

A modular assembly (20) is provided and includes a modular frame (28) to be installed at least partially below grade and at least two panels (34) attached to the modular frame (28), where the at least two panels (34) are made of a material that withstands lateral, vertical and shear forces generated by surrounding below grade materials. The modular frame (28) and the at least two panels (34) are joined together as a unit prior to installation.

Concrete foundation structure and construction method for same

Provided are a concrete foundation structure and a construction method for same that can rigidly fix a precast concrete foundation to the ground. A concrete foundation structure 10 comprises a precast concrete foundation 16 that has a projection 30 embedded in the ground G. An anchor plate 20 is placed inside a drilled hole 18 provided in the ground G, and the precast concrete foundation 16 and the anchor plate 20 are coupled by a coupling member 22. A backfill section 24 is formed inside the drilled hole 18 with backfill material 94 that includes solidification material and soil. A fill layer 26 is formed between the precast concrete foundation 16 and the backfill section 24 with fill material 96 that includes solidification material. The precast concrete foundation 16 has a through hole 42 into which the coupling member 22 is inserted, and the fill material 96 constituting the fill layer 26 is loaded through the through hole 42.

Unit for the construction of slab foundations

Unit (1) for the construction of slab foundations, the unit (1) presenting a number of modules (M) of domes (C) which are made of plastic material and which are suitable for being laid in the ground of a site in accordance with modules (M) of at least one dome (C) which are arranged laterally in relation to each other in order to form a gridwork of channels (2) which are engaged by reinforcing bars or sheaths (F); and a number of interconnecting elements (10) which are arranged in an intermediate position between at least two adjacent modules (M) of domes (C) in order to connect to each other the adjacent module (M) of domes (C) themselves defining in univocal fashion a reciprocal positioning distance; the interconnecting elements (10) being provided with a closing firewall (20 which can be coupled to each dome (C) facing along a channel (2) and at least two spacers (30) with a space between each other in order to leave the laying site free along the said channels (2), and provided with ...

EXPLOSION-PROOF TUNNEL USING CORRUGATED STEEL PLATE

The present invention relates to an explosion-proof tunnel using a corrugated steel plate which is to protect vehicles driving on inner portion roads from nearby explosions, comprising: a plurality of support portions (100) having a space from each other, and installed in two rows along a vertical direction; a wall body portion (200) formed in a wall structure by a plurality of corrugated steel plates (10) assembly to form corrugation on a longitudinal section, and installed within the support portions (100); and a ceiling portion (300) formed in an arch-shaped structure by the corrugated steel plates (10) assembly to form corrugation on a cross-section, and installed to cover an upper portion of the two rowed wall body portion (200); thereby being capable of reducing construction time and costs, and effectively protecting the interior of the vehicles from explosions. COPYRIGHT KIPO 2017 ...

Byggnad innefattande en energieffektiv grundkonstruktion ochett förfarande för att framställa en grundkonstruktion

Concrete form & stake assembly and method of making same

An assembly of concrete forms for use in the placement of concrete, the assembly having a pair of longitudinal form members and a ground engaging member that is in contact with at least one of the longitudinal form members. A first longitudinal form member slidably overlaps a second longitudinal form member such that the length of the combination of longitudinal form members is adjustable. Inverted U-shaped channels are provided at the top of each of the longitudinal form members which allow a male/female overlapping relationship and provide a location to receive the ground engaging member. A radius form member includes a longitudinal form member with a horizontal component or inverted U-shaped channel having successively spaced apart slots thereon, so that the radius form member is flexible. To create an angle, a corner forming bar is also provided for the assembly, extending between two of the longitudinal form members. A ground engaging member with a guide slot and locking mechanism ...

Schalungselement

Improvements relating to insulated raft foundations

A floor slab 200 comprising a base 210 and at least one upstanding side wall 220, wherein at least one bracing element 230 is arranged between the base and the upstanding side wall to resist movement of the upstanding side wall relative to the base. An insulated raft foundation formed of these slabs and a method for forming a raft foundation and assembling an insulated concrete formwork structure are also claimed. The bracing element may be internal to the slab mold and may be triangular or a right-angled rib. The mould may also incorporate tethers as lifting means and a wall locator.

Retaining structure

MODULAR SUPPORT FRAME

A modular support frame comprises trusses, purlins transverse to the trusses, and vertical posts supporting the various trusses. A supply of wedges permits flange-type connectors to be joined to complementary connectors throughout the foundation. The trusses are arranged end-to-end in parallel rows, each row comprising at least one pair of trusses or more depending on the desired size of the foundation. Vertical posts are positioned between the ends of each of the trusses within a row and at opposing ends of the row, and each post comprises a pair of flange-type connectors at predetermined heights. Each of the trusses is terminated at either end with a pair of complementary connectors such that adjacent in-line trusses can be mounted to the post between them and the outer pair of trusses can be mounted to the posts terminated the row. Purlins extend perpendicularly between the trusses in adjacent rows to reinforce the frame. To that end, the trusses comprise flange-type connectors and the ...

MODULAR FOUNDATION RESISTANT TO GROUND MOVEMENT

One or more modules are each moulded as single units. Separately or fastened together they form a foundation resistant to ground movement including earthquakes and frost heave. A lower plane rests on a substrate. Perimeter and internal walls support a raised upper plane for receiving a building such as a rotationally moulded round house. Modules are made of reinforced concrete or rotationally moulded plastics and enclose internal cavities used as tanks or filled with a rigid foam. Lifting attachments are provided for transport of modules or temporary foundation lifting during rearrangement of a disturbed substrate.

UNIT FOR THE CONSTRUCTION OF SLAB FOUNDATIONS

Unit (1) for the construction of slab foundations, the unit (1) presentin g a number of modules (M) of domes (C) which are made of plastic material an d which are suitable for being laid in the ground of a site in accordance wi th modules (M) of at least one dome (C) which are arranged laterally in rela tion to each other in order to form a gridwork of channels (2) which are eng aged by reinforcing bars or sheaths (F); and a number of interconnecting ele ments (10) which are arranged in an intermediate position between at least t wo adjacent modules (M) of domes (C) in order to connect to each other the a djacent module (M) of domes (C) themselves defining in univocal fashion a re ciprocal positioning distance; the interconnecting elements (10) being provi ded with a closing firewall (20 which can be coupled to each dome (C) facing along a channel (2) and at least two spacers (30) with a space between each other in order to leave the laying site free along the said channels (2), a nd provided ...

BLOCK STRUCTURAL OF FOUNDATION HOLLOW PREFABRICATES OUT OF CONCRETE HAS USE OF CANADIAN WELL

METHOD FOR REALIZATION OF FOUNDATIONS OF BUILDINGS IN ELEMENTS INDUSTRIALIZE AND MEANS FOR SA IMPLEMENTED

Refinement to construction system for structures to reinforced concrete, involves constructing foundation raft by joining modular members of form by inserting self-centering clamps in oblong holes assisted by stabilizer and anchorage

A foundation raft is constructed by joining the modular members (2,3) of a form being completed via drilled external lateral plates (6), by inserting self-centering clamps (8) in oblong holes assisted by a stabilizer fitted with security pins and a suitable anchorage (11) which secure the form to the ground. The faces of the modular members form a right-angle dihedral and angles having angular reinforcements (4) which join two faces of dihedral. The reinforcements are provided with oblong orifices (7) which provides resistance to pressure exerted by setting material on all upper plates (6') and on the whole periphery of the modular members to protrude adjustment legs (5) which center layout and positioning template.

An adjustment system, and adjustable support, a method of orienting an element, and use of such system

An adjustment system comprising an adjustable support (100; 100’), a driving arrangement (200; 200’), a locking arrangement (203; 203’) and a motor (300; 300’). The adjustable support (100; 100’) comprises a base (101; 101’) comprising a bore (107; 107’) having an open mouth (108; 108’); a screw (102; 102’) being movable received in said bore (107; 107’) while having a free end configured to project past said open mouth (108; 108’) of the bore (107; 107’); and a driver (103; 103’) being arranged in driving engagement with the screw (102; 102’), whereby a rotation of the driver (103; 103’) results in a linear movement of the screw (102; 102’) along the longitudinal extension of the bore (107; 107’). The driving arrangement (200; 200’) comprises a driver actuator (202; 202’) arranged to be driven by the motor (300; 300’). Further, a method of orienting an element relative to a reference plane is provided.

BYGGRUND PA BETONGPLATTOR

ФУНДАМЕНТНАЯ СИСТЕМА ДЛЯ ВОСПРИНИМАЮЩЕГО НАГРУЗКУ РАЗМЕЩЕНИЯ КОРПУСА ИЛИ ПО МЕНЬШЕЙ МЕРЕ ОДНОГО КОРПУСНОГО МОДУЛЯ АВТОМАТА САМООБСЛУЖИВАНИЯ

... 1. Фундаментная система (2) для воспринимающего нагрузку размещения корпуса или по меньшей мере одного корпусного модуля (13, 13', 13”) автомата (1) самообслуживания, содержащая по меньшей мере один цокольный элемент (14, 14', 14”), который имеет по меньшей мере одну опорную поверхность (16, 16', 16'') для корпуса или по меньшей мере для одного корпусного модуля (13, 13', 13”) автомата (1) самообслуживания, причем цокольный элемент (14, 14', 14”) содержит бетонное тело (17, 17', 17”) и по меньшей мере один опирающийся на него металлический несущий элемент (18, 18', 18”), на котором выполнена по меньшей мере одна опорная поверхность (16, 16', 16”) для корпуса или корпусного модуля (13, 13', 13”) автомата (1) самообслуживания, и металлический несущий элемент (18, 18', 18”) выполнен с возможностью нивелирования относительно бетонного тела (17, 17', 17”) цокольного элемента (14, 14', 14”) с помощью по меньшей мере одного регулировочного приспособления (19), отличающаяся тем, что по меньшей ...

Foundation system and method of construction

A foundation system for supporting a structure thereon comprising: a plurality of blocks, each block having at least three sides; at least two recesses formed in the at least three sides of each block; a plurality of connecting plates having a first end configured to be secured within a recess of a first block and a second end configured to be secured within a recess of an adjacent block such that the connecting plate extends between recesses of adjacent blocks to secure adjacent blocks together to form a foundation grid of said blocks; and enclosure panels mountable to said blocks along an edge thereof so as to form an enclosure about a perimeter of the foundation grid.

Building cast from concrete in re-usable forms

In a building cast in re-usable forms, arranged by means of holes in flanges around the planar forms and self-centring securing clamps to be susceptible of highly accurate assembly, construction of the foundation raft takes place in formwork assembled from modular parts 2 having a right angle dihedral braced with angular reinforcements 4, provision being made as by lugs 5 to locate a template on the foundation raft, which template serves accurately to locate the various forms required for the walls of the building. Forms for walls, roofs, and stairs and their manner of assembly and tools and equipment for use therein are disclosed.

Ribbed foundation for superstructures and method for producing the foundation

The present invention relates to a reinforced-concrete foundation system for erecting superstructures that transmit high axial loads, shearing forces and/or flexural moments at individual points, such as, for example, wind turbines. The foundation that is the subject matter of the present invention is formed by an upper reinforced-concrete slab poured "in situ", of polygonal or circular footprint, and which is made rigid at the bottom by means of reinforced-concrete ribs of rectangular or trapezial cross section which are arranged radially. The method makes provision for said ribs to be produced from concrete "in situ" or, alternatively, by means of prefabricated elements, always working jointly with the upper slab. This new foundation considerably reduces the costs of forming traditional foundations for this type of superstructure, by considerably improving completion deadlines.

MODULAR SLAB, SLAB SYSTEM, PILES AND METHODS OF USE THEREOF

A modular slab, slab system, piles and methods of use thereof are described along with specific applications and methods of manufacture. The slab or slab system may be pre-insulated and pre-finished before being assembled on site. The slab system may be advantageous to use as a replacement for traditional in-situ poured building foundations. The slab system may also have uses in other fields such as for floors, roads, bridges, pavements/side walks and other civil and structural applications.

CHARGING STATION FOUNDATION AND CHARGING STATION

The invention relates to a charging station foundation, comprising an entrance for an energy supply line and a cavity for holding charging electronics, wherein the entrance is led from an outer wall of the foundation to an inner wall of the cavity. In order to increase the reliability of charging infrastructure, according to the invention, charging electronics, at least comprising a circuit breaker and a charging controller, are arranged in the cavity in such a way that the charging electronics are protected according to degree of protection IPxy, with x = 6 and y = 6, preferably y = 8, according to DIN EN 60529.

IMPROVEMENTS IN BUILDING SYSTEMS REINFORCED CONCRETE OR OTHER MATERIAL MODULAR CASINGS AND INTEGRAL WITH HIGH PRECISION.

Verlorene Schalung

Improvements relating to insulated raft foundations

RIBBED FOUNDATION FOR SUPERSTRUCTURES AND METHOD FOR PRODUCING THE FOUNDATION

The present invention relates to a reinforced-concrete foundation system for erecting superstructures that transmit high axial loads, shearing forces and/or flexural moments at individual points, such as, for example, wind turbines. The foundation that is the subject matter of the present invention is formed by an upper reinforced-concrete slab poured "in situ", of polygonal or circular footprint, and which is made rigid at the bottom by means of reinforced-concrete ribs of rectangular or trapezial cross section which are arranged radially. The method makes provision for said ribs to be produced from concrete "in situ" or, alternatively, by means of prefabricated elements, always working jointly with the upper slab. This new foundation considerably reduces the costs of forming traditional foundations for this type of superstructure, by considerably improving completion deadlines.

PREFAB LIFT STATION

The prefab lift station has a well casing including mechanical equipment therein and a horizontal upper rim. A foundation slab is mounted to the horizontal upper rim and covers the well casing. A building is mounted to the foundation slab. The foundation slab and the building are mounted offset from a center of the horizontal upper rim, to accommodate a hatch through the foundation slab in front of the building giving unrestricted access inside the well casing. A portion of the slab and a portion of the building are overhanging outside the horizontal upper rim. The foundation slab has a weightless volume incorporated therein for shifting a center of gravity of the foundation slab and the building to a region inside the horizontal upper rim of the well casing. The foundation slab and the instrument building are self-balanced on the well casing.

태양광 패널 지지용 기둥 설치를 위한 기초 형성체 및 태양광 패널 지지용 기둥 설치 방법

... 본 발명은 태양광 패널 지지용 기둥 설치를 위한 기초 형성체 및 태양광 패널 지지용 기둥 설치 방법에 관한 것으로, 보다 구체적으로는 기초 형성 후, 지면으로 유해물질이 유출되는 것을 최소화하여 토사나 수질의 오염을 방지할 수 있고, 앵커볼트를 원하는 위치에 고정할 수 있어, 시공의 편의성을 향상시킬 수 있으며, 현장에서 거푸집 없이 충진재를 충진할 수 있어 운송이 매우 편리한 태양광 패널 지지용 기둥 설치를 위한 기초 형성체 및 태양광 패널 지지용 기둥 설치 방법에 관한 것이다.

VERFAHREN ZUR ERSTELLUNG DES UNTERBAUS EINER BRUECKE

A module for a structure

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

A building element

A building element for forming a slab or a foundation with a settable material includes a body having an upper surface, a bottom, and sidewalls extending from the upper surface to the bottom. A hole is defined in the body. At least one rib-forming channel extends across the upper surface and intersects with the hole. Cavities are formed in the bottom of the body.

A MODULE FOR A STRUCTURE

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

Concrete foundation

Structure for making concrete capping round the outside of a swimming pool after the vertical walls have been constructed

Le dispositif permet la réalisation d'une chape, pour, par exemple, une piscine après l'édification des parois verticales par écoulement du béton de chape dans et au travers desdites parois. Celui-ci comprend plusieurs éléments coopérant entre eux par clavetage, permettant de réaliser une semelle de soutien de parois à deux ouvertures afin de laisser s'écouler le béton.

파형강판을 이용한 방폭터널

... 본 발명은 내부의 도로를 통해 운행하는 차량을 주위의 폭발사고로부터 보호하기 위한 방폭터널에 관한 것으로서, 다수가 상호 간격을 두고 상하방향을 따라 이열로 설치된 지주부(100); 종단면이 파형을 이루도록, 다수의 파형강판(10)의 조립에 의해 벽체 구조로 형성됨과 아울러, 상기 지주부(100) 사이에 설치된 벽체부(200); 횡단면이 파형을 이루도록, 다수의 파형강판(10)의 조립에 의해 아치형 구조로 형성됨과 아울러, 상기 이열의 벽체부(200)의 상부를 덮도록 설치된 천정부(300);를 포함하는 것을 특징으로 하는 파형강판을 이용한 방폭터널을 제시함으로써, 시공기간 및 비용을 줄이면서도, 효율적으로 폭발사고로부터 내부 차량을 보호하도록 한다.

INSERTION TYPE TRANSPORTATION FACILITY STEEL POLE FIXING STRUCTURE

The present invention relates to an insertion type transportation facility steel pole fixing structure and, more specifically, relates to a new technique to stably and conveniently fix a transportation facility steel pole while omitting a welding work of a reinforcing rib and unnecessary components such as a plurality of foundation anchors and nuts to fix the transportation facility steel pole. According to an existing technique to fix the transportation facility steel pole, the manufacturing thereof is difficult since many components are required such that costs are increased, where high distribution costs are required leading to inconveniences due to assembly work as the existing technique requires much construction time; thereby degrading constructability. According to the present invention, after a steel pole is inserted into an insertion type steel pole support pipe buried in the ground, the insertion type steel pole support pipe and the steel pole are integrated by being bolted through ...

Foundation system and method of construction

Improvement in systems for construction for building panels

Improvements in and relating to forms for use in connection with the building of foundations, walls and the like of concrete

... 656,530. Shuttering for walls. SHOOK, C. H. Dec. 22, 1947, No. 33829. Convention date, July 2: [Classes 20(ii) and 20 (iv)] Wall forms comprise channel sections 26, Fig. 3, attached to studs 27 connected at the top by tie bars 30 having turnbuckles 31 and. held at the bottom by bolts 29, the heads of which are held in a T-shaped slot 19, Fig. 15, in an insert adapted to be bolted to a channel section by means of slots 21 and left embedded in the concrete of an already cast part of the wall. The wall foundation is formed by channel sections 10 held by spikes 12 driven in the ground and connected to the lowest channel section 26 by angle irons 13. The sections 26 are held to the studs 27 by hooks in wooden blocks in the channels 26. Furring strips 60, Fig. 6, for linings are attached to the wall by pins 41 having the head embedded in the wall and which pass through the strips and have the ends bent over into a groove 61 in the furring strips. The pins 41 are initially carried in holes in ...

Ribbed foundation for superstructures and method for producing the foundation

The present invention relates to a reinforced-concrete foundation system for erecting superstructures that transmit high axial loads, shearing forces and/or flexural moments at individual points, such as, for example, wind turbines. The foundation that is the subject matter of the present invention is formed by an upper reinforced-concrete slab poured "in situ", of polygonal or circular footprint, and which is made rigid at the bottom by means of reinforced-concrete ribs of rectangular or trapezial cross section which are arranged radially. The method makes provision for said ribs to be produced from concrete "in situ" or, alternatively, by means of prefabricated elements, always working jointly with the upper slab. This new foundation considerably reduces the costs of forming traditional foundations for this type of superstructure, by considerably improving completion deadlines.

Swash plate containment assembly

RETAINING STRUCTURE

A wall unit (V) for a retaining structure (100) comprises a foot portion (1 a') and a wall portion (1 b'), wherein the wall portion (1 b') is inclined with respect to the foot portion (1 a'), so that it extends over the foot portion (1 a'). Accordingly, the wall unit (1 ') is stable during construction and assembly. A corner unit (7') for a retaining structure (100) is adapted to engage with two wall units (1 '). A retaining structure (100) comprises at least one wall unit (1 ').

CONCRETE FOUNDATION STRUCTURE AND METHOD FOR CONSTRUCTING SAME

Provided are a concrete foundation structure and a construction method for same that can rigidly fix a precast concrete foundation to the ground. A concrete foundation structure 10 comprises a precast concrete foundation 16 that has a projection 30 embedded in the ground G. An anchor plate 20 is placed inside a drilled hole 18 provided in the ground G, and the precast concrete foundation 16 and the anchor plate 20 are coupled by a coupling member 22. A backfill section 24 is formed inside the drilled hole 18 with backfill material 94 that includes solidification material and soil. A fill layer 26 is formed between the precast concrete foundation 16 and the backfill section 24 with fill material 96 that includes solidification material. The precast concrete foundation 16 has a through hole 42 into which the coupling member 22 is inserted, and the fill material 96 constituting the fill layer 26 is loaded through the through hole 42.

Foundation industrialized individual in a building

Process for producing building foundations from industrially manufactured elements and means for carrying it out.

fundação modular resistente ao movimento do solo

Prefab lift station

The prefab lift station has a well casing including mechanical equipment therein and a horizontal upper rim. A foundation slab is mounted to the horizontal upper rim and covers the well casing. A building is mounted to the foundation slab. The foundation slab and the building are mounted offset from a center of the horizontal upper rim, to accommodate a hatch through the foundation slab in front of the building giving unrestricted access inside the well casing. A portion of the slab and a portion of the building are overhanging outside the horizontal upper rim. The foundation slab has a weightless volume incorporated therein for shifting a center of gravity of the foundation slab and the building to a region inside the horizontal upper rim of the well casing. The foundation slab and the instrument building are self-balanced on the well casing.

Modular Slab, Slab System, Piles and Methods of Use Thereof

A modular slab, slab system, piles and methods of use thereof are described along with specific applications and methods of manufacture. The slab or slab system may be pre-insulated and pre-finished before being assembled on site. The slab system may be advantageous to use as a replacement for traditional in-situ poured building foundations. The slab system may also have uses in other fields such as for floors, roads, bridges, pavements/side walks and other civil and structural applications.

Foundation arrangement for shock absorber

The foundation arrangement comprises a frame (1) in which are attached reinforcing rods (2), and upon which threaded sleeves (3) are installed for the attachment of component parts for the shock absorber or attachment of other traffic installations. The frame has the dimensions of the shock absorber and is an expendable shuttering. The threaded sleeves are screwed or welded to the reinforcing rods at predetermined points in the frame.

Collapsible shuttering

Shuttering for use in casting a slab/beam over a substrate comprises a hollow support structure 2 defining a multiplicity of four-sided cells (8, 9 Figure 4) bounded by a first set of walls 6 extending across the structure in a first direction and a second set of walls 7 extending across the structure in a second direction transverse to the first direction. The support structure is placed on the substrate to support the slab during casting. The support structure is formed by a moulding process using expanded plastics material. The structure has a first supporting condition (Figure 6)in which the depth of the support structure is D, and a second collapsed condition (Figure 7)in which the depth of the support structure is d, wherein d is less than 0.38D. The shuttering may feature recesses which define passageways between adjacent cells.

Shuttering for use in the construction industry

Formwork for casting a beam

A formwork element (10) for casting of a beam, comprises three longitudinally directed and mutually flexible sections (14) of substantially impervious material that are to form the two sides and bottom of the formwork, the sections being spaced apart laterally and interconnected by web portions (16) which permit flexure of the sections relative to one another and into a box-like form. The two side sections (14) comprise pockets for the retention of rigid panels (15a, 15b). The bottom section (14) may comprise a pocket for the retention of rigid panel (15c) or may comprise a unitary component of solid plastics material. One or more of said pockets (15a, 15b, 15c) may be fast with a plurality of compartments that are sealed (or are to be sealed during casting of the concrete), the compartments being opened to atmosphere manually or automatically - by biological, chemical or electrolytic degradation of a compartment wall or closure member - after the concrete has set thereby enabling the compartments ...

Foundation

Improvements relating to foundation rafts

A support unit comprising a base member 12, a platform member 14, an external support post 20 and an internal support post 22, wherein the external post can move in an axial direction. The posts comprise openings 24, 34, and receive a releasable retaining member 42 that extends through the openings, arranged such that the platform is supported in an elevated position when installed and the platform can drop towards the base when removed. The openings are preferably elongate slots of different heights. The retaining member may be a detent pin and preferably has a tension line (58, fig 7) for removal of the pin and to aid in removing the support from under the foundation. Further disclosed is a support system comprising multiple support units and a tension line, and a method of forming a foundation. Preferably when assembled prior to use, the platform member is tilted relative to the base member.

Concrete foundation structure and construction method for same

Provided are a concrete foundation structure and a construction method for same that can rigidly fix a precast concrete foundation to the ground. A concrete foundation structure 10 comprises a precast concrete foundation 16 that has a projection 30 embedded in the ground G. An anchor plate 20 is placed inside a drilled hole 18 provided in the ground G, and the precast concrete foundation 16 and the anchor plate 20 are coupled by a coupling member 22. A backfill section 24 is formed inside the drilled hole 18 with backfill material 94 that includes solidification material and soil. A fill layer 26 is formed between the precast concrete foundation 16 and the backfill section 24 with fill material 96 that includes solidification material. The precast concrete foundation 16 has a through hole 42 into which the coupling member 22 is inserted, and the fill material 96 constituting the fill layer 26 is loaded through the through hole 42.

Foundation system and method of construction

A foundation system for supporting a structure thereon comprising: a plurality of blocks, each block having at least three sides; at least two recesses formed in the at least three sides of each block; a plurality of connecting plates having a first end configured to be secured within a recess of a first block and a second end configured to be secured within a recess of an adjacent block such that the connecting plate extends between recesses of adjacent blocks to secure adjacent blocks together to form a foundation grid of said blocks; and enclosure panels mountable to said blocks along an edge thereof so as to form an enclosure about a perimeter of the foundation grid.

Modular slab, slab system, piles and methods of use thereof

A modular slab, slab system, piles and methods of use thereof are described along with specific applications and methods of manufacture. The slab or slab system may be pre-insulated and pre-finished before being assembled on site. The slab system may be advantageous to use as a replacement for traditional in-situ poured building foundations. The slab system may also have uses in other fields such as for floors, roads, bridges, pavements/side walks and other civil and structural applications.

PRE-CAST CONCRETE FOUNDATION OF MODULAR CONSTRUCTION FOR TELECOMMUNICATION OR WIND TURBINE TOWER

A modular foundation design for supporting a wind turbine or telecommunication tower, comprised of pre-cast concrete modules offering advantages of off-site manufacture and ease of transportation, but which deign is simple to construct. A base slab is provided comprised of sub-modules/base members arranged together in juxtaposed position which together provide a horizontal surface on which pre-cast pipe members may be stacked in end-to-end position to form a pedestal. Anchor rods extend through the pipe members into screw retainers in the base members, which rods serve to not only post-tension the pipe members and secure them together, but further advantageously serve to retain the base members together thereby assisting in distributing forces and loads applied to one sub- module/base member over the entire base slab. Coupling means to further couple the base members together may be added to better retain the base members together and still further improve distribution of forces.

PREFAB LIFT STATION

The prefab lift station has a well casing including mechanical equipment therein and a horizontal upper rim. A foundation slab is mounted to the horizontal upper rim and covers the well casing. A building is mounted to the foundation slab. The foundation slab and the building are mounted offset from a center of the horizontal upper rim, to accommodate a hatch through the foundation slab in front of the building giving unrestricted access inside the well casing. A portion of the slab and a portion of the building are overhanging outside the horizontal upper rim. The foundation slab has a weightless volume incorporated therein for shifting a center of gravity of the foundation slab and the building to a region inside the horizontal upper rim of the well casing. The foundation slab and the instrument building are self-balanced on the well casing.

Device for implementing a screed or footing after construction of vertical walls surrounding it.

Hollow prefabricated structural foundation block for forming Canadian well integrated in foundations of e.g. flats, has self-bearing structure satisfying functions of Canadian well, hidden in ground, and directly supporting walls

La présente invention concerne un bloc structurel (1) creux de fondation préfabriqué en béton, à usage de puits canadien, présentant en son centre une section libre (2) pour le passage de l'air. Ce bloc (1) est posé horizontalement sur un béton de propreté (6) préalablement coulé en fond de fouille. Le fond du Bloc (1) dispose à l'une de ses extrémités d'une prédécoupe (3), qui permet après défonçage de réaliser une communication d'air avec la rangée inférieure. Il est refermé par une dalle (4) de ciment armé formant un couvercle étanche. La semelle filante de béton (7) armée de fers à béton, s'appuie sur le bloc (1) et la dalle (4) et supporte le mur (12) du bâtiment. Le repère " Int. " figure le côté intérieur du bâtiment, qui est constitué d'une couche d'isolant (8) sur lequel a été coulée une dalle de compression en béton (9) recouverte d'une chape de ciment (10), dans laquelle sont noyés des tuyaux de chauffage qui transmettent la chaleur au sol (11) du local. Et le repère " Ext. " figure le côté extérieur du bâtiment. L'ensemble du puits canadien, protégé par un parement bitumineux (13), est enfoui dans une tranchée (14) drainée en fond de tranchée par un drain (5), et remblayée. La présente invention s'applique à la réalisation de puits canadiens intégrés dans des fondations d'immeubles, des murs de soutènement, des fosses d'aires de lavage et des gaines en tranchées de voirie.

MODULE FOR A STRUCTURE

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam. 1. A module for a structure comprising:a formwork tray comprising a base and a pair of side walls that extend upwardly therefrom, the base and sidewalls together defining a cavity for reinforcement and concrete, the cavity including an upper section and a lower section; anda reinforcement member located in the cavity and comprising an upper portion and a lower portion, the upper portion extending across a width and along a length of the upper section of the cavity, and the lower portion extending at least substantially along a length of the lower section of the cavity;wherein a section of the base projects upwardly from adjacent sections thereof to define a land portion within the cavity that separates the lower section of the cavity into at least two spaced-apart elongate troughs; andwherein when concrete fills the cavity and at least partially covers the reinforcement member, the lower portion of the reinforcement member and the concrete together define at least one elongate beam, the land portion defining a volume of the formwork tray that does not receive concrete.2. The module for a structure of claim 1 , wherein the formwork tray comprises across a width thereof a plurality of interconnected discrete formwork sections.3. The module for a structure of claim 2 , wherein the plurality of discrete formwork sections include at least two U-shaped sections interconnected by a stiffening member.4. The module for a structure of claim 1 , wherein each of ...

FOUNDATION SYSTEM AND METHOD OF CONSTRUCTION

A foundation system for supporting a structure thereon comprising: a plurality of blocks, each block having at least three sides; at least two recesses formed in the at least three sides of each block; a plurality of connecting plates having a first end configured to be secured within a recess of a first block and a second end configured to be secured within a recess of an adjacent block such that the connecting plate extends between recesses of adjacent blocks to secure adjacent blocks together to form a foundation grid of said blocks; and enclosure panels mountable to said blocks along an edge thereof so as to form an enclosure about a perimeter of the foundation grid. 1. A foundation system for supporting a structure thereon comprising:a plurality of blocks, each block having at least three sides;at least two recesses formed in the at least three sides of each block;a plurality of connecting plates having a first end configured to be secured within a recess of a first block and a second end configured to be secured within a recess of an adjacent block such that the connecting plate extends between recesses of adjacent blocks to secure adjacent blocks together to form a foundation grid of said blocks; andenclosure panels mountable to said blocks along an edge thereof so as to form an enclosure about a perimeter of the foundation grid.2. The foundation system according to claim 1 , wherein the structure is supported on the foundation grid of said blocks.3. The foundation system according to claim 2 , wherein at least one of the blocks of the foundation grid is configured to receive a foot member of the structure.4. The foundation system according to claim 3 , wherein the at least one block of the foundation grid is configured to have mounting system formed on a surface thereof to engage with the foot member of the structure.5. The foundation system according to claim 4 , wherein the mounting system comprises a plurality of holes formed in a central region of the ...

Foundation Retention System

A foundation retention system for retaining a top plate on a block foundation includes a foundation. A member is positioned on the foundation. A plurality of fastening units is provided. Each of the fastening units is coupled between the foundation and the member such that the member is retained on the foundation. 1. A foundation retention system comprising:a foundation;a member being positioned on said foundation; anda plurality of fastening units, each of said fastening units being coupled between said foundation and said member such that said member is retained on said foundation, wherein each of said fastening units comprises a plate having a first end, a second end and a top side extending between said first end and said second end, said plate being elongated between said first end and said second end;said foundation including a top row of stacked blocks, each of said top row of stacked blocks having a bottom side, said plate being positioned beneath an associated one of said top row of stacked blocks such that said top side of said plate abuts said bottom side of said associated top row of stacked blocks, each of said top row of stacked blocks has an opening, said opening in each of said top row of stacked blocks having a pair of bounding walls, each of said first end and said second end extending beyond an associated one of said bounding walls of said opening such that said plate is inhibited from being urged upwardly through said opening in said associated top row of stacked blocks; anda first nut being coupled to said top side of said plate, said first nut being centrally positioned between said first end and said second end of said plate and centrally positioned between opposed sides of said plate.2. The system according to claim 1 , wherein said foundation comprises a plurality of stacked blocks claim 1 , said plurality of stacked blocks including a top row of said stacked blocks claim 1 , said top row of stacked blocks having a bottom side claim 1 , a ...

FOUNDATION SYSTEM FOR RECEIVING THE LOAD OF A HOUSING OR OF AT LEAST ONE HOUSING MODULE OF A SELF-SERVICE MACHINE

A foundation system for receiving the load of a housing or at least one housing module of a self-service machine includes at least one base element, which has at least one support surface for a housing or for at least one housing module of a self-service machine. The base element includes a concrete body and at least one metal carrier element supported thereon, on which the least one support surface for a housing or housing module of a self-service machine is formed, and the metal carrier element can be leveled relative to the concrete body of the base element via at least one adjusting device. 1. Foundation system for receiving the load of a housing or at least one housing module of a self-service machine , the foundation system comprising at least one base element and at least one adjusting device , the at least one base element having at least one support surface for a housing or for at least one housing module of a self-service machine ,wherein the at least one base element comprises a concrete body and at least one metal carrier element supported thereon,wherein the at least one metal carrier element can be leveled relative to the concrete body via the at least one adjusting device,wherein the concrete body has a hollow prismatic shape and has a cavity extending continuously from a top face of the concrete body to a bottom face of the concrete body, thereby forming a vertically oriented orifice, andwherein the at least one metal carrier element comprises a hood at least partially covering the concrete body.2. Foundation system according to claim 1 , wherein the at least one metal carrier element has a C-shaped body by reference to a vertical section claim 1 , and a base element of the C-shaped body covers at least certain portions of a top face of the concrete body claim 1 , and mutually opposing arms of the C-shaped body constitute facing portions at least partially covering mutually opposing wall portions of the concrete body.3. Foundation system according to ...

A BUILDING SYSTEM

The present invention relates to a building system and a method of making and assembling the building system. In particular, the present invention relates to a footing for a building structure, the footing comprises a plurality of precast concrete layers, each precast concrete layer comprising reinforcement bars and a plurality of apertures. The footing further comprises a base structure comprising a base plate and a plurality of alignment bars protruding from the base plate. The footing is configured such that when the plurality of precast concrete layers are positioned on top of one another, the plurality of alignment bars of the base structure extend through the respective apertures of each precast concrete layer. Furthermore, the present invention relates to a building structure having one or more building modules. 1. A footing for a building structure , the footing comprising:a plurality of precast concrete layers, each precast concrete layer comprising reinforcement bars and a plurality of apertures, anda base structure comprising a base plate and a plurality of alignment bars protruding from the base plate,wherein the footing is configured such that when the plurality of precast concrete layers are positioned on top of one another, the plurality of alignment bars of the base structure extend through respective apertures of each concrete layer.2. The footing of wherein the base structure is further arranged to secure the footing to a piling structure.3. The footing of further comprising a centre column arranged to be directly secured to the piling structure.4. The footing of wherein each precast concrete layer comprises a central aperture and the footing is configured such that when the plurality of precast concrete layers are positioned on top of one another claim 3 , the centre column extends through the respective central apertures of the plurality of prefabricated concrete layers.5. The footing of wherein each concrete layer comprises a plurality of steel ...

FOUNDATION FOR A WIND POWER PLANT

A foundation for a wind power plant includes a circular or polygonal pedestal divided into several ring sections for carrying a tower and support elements extending radially outward from the pedestal, wherein the ring sections and the support elements are designed as prefabricated concrete elements or are assembled from prefabricated concrete elements, and wherein adjacent support elements are spaced from one another in the circumferential direction, adjacent support elements are each connected with one another by a tangentially extending beam designed as a prefabricated concrete element. 1. Foundation for a wind power plant , the foundation comprising a circular or polygonal pedestal into several ring sections for carrying a tower and support elements extending radially outward from the pedestal , wherein the ring sections and the support elements are designed as prefabricated concrete elements or are assembled from prefabricated concrete elements , wherein adjacent support elements are spaced from one another in the circumferential direction , wherein adjacent support elements are each connected with one another by means of a tangentially extending beam designed as a prefabricated concrete element.2. The foundation according to claim 1 , wherein ends of the tangentially extending beam are fastened to the adjacent support elements in a form-fitting manner or with the aid of connecting means.3. The foundation according to claim 1 , wherein the tangentially extending beam is attached to ends of the adjacent support elements facing away from the pedestal.4. The foundation according to claim 1 , wherein the tangentially extending beam has a cross-sectional profile with two legs claim 1 , wherein one leg of the two legs is fixed to the adjacent support elements and the other leg of the two legs forms a support structure that protrudes radially outwardly from the adjacent support elements and is adapted to be supported against the ground.5. The foundation according to ...

RIBBED FOUNDATION FOR SUPERSTRUCTURES AND METHOD FOR PRODUCING THE FOUNDATION

The present invention relates to a reinforced-concrete foundation system for erecting superstructures that transmit high axial loads, shearing forces and/or flexural moments at individual points, such as, for example, wind turbines. The foundation that is the subject matter of the present invention is formed by an upper reinforced-concrete slab poured “in situ”, of polygonal or circular footprint, and which is made rigid at the bottom by means of reinforced-concrete ribs of rectangular or trapezial cross section which are arranged radially. The method makes provision for said ribs to be produced from concrete “in situ” or, alternatively, by means of prefabricated elements, always working, jointly with the upper slab. This new foundation considerably reduces the costs of forming traditional foundations for this type of superstructure, by considerably improving completion deadlines. 1127. Ribbed foundation for superstructures , characterized in that it is formed by an upper reinforced-concrete slab () having a polygonal or circular footprint and which is made rigid at the bottom by means of radial reinforced-concrete ribs () of a rectangular cross-section stemming from a central core ().221. Ribbed foundation for superstructures according to the preceding claim , where the reinforced-concrete ribs () are of a trapezoidal cross-section and wider in the upper portion thereof in contact with the slab () in order to make use of excavation embankments as permanent formwork , increasing the resistant concrete section.3251. Ribbed foundation for superstructures according to or , where the reinforced-concrete ribs () have a constant or variable edge , either a stepped edge () or an edge having a constant slope , said slope decreasing as it moves away from the center of the slab ().42. Ribbed foundation for superstructures according to any of the preceding claims , further comprising a series of piles under the stiffening ribs ().5. Ribbed foundation for superstructures ...

Segmented Ballast Base Support Structure and Rail and Trolley Structures for Unstable Ground

Unstable ground is found in many situations in many locations around the world and causes such locations to be unsuitable for building without further support or stabilization. Unstable ground, such as landfills, can be used for beneficial purposes as opposed to lying dormant. A segmented ballast base support structure according to an embodiment of the present invention can be configured to support free-standing structures, such as solar power collection systems and wind turbines. The segmented ballast base support structure can be deployed at unstable ground sites without digging or expensive filling stabilization techniques. Segments of the base support structure can be precast at an offsite location and transported to a site in segments and sections, and can then be arranged on-site to form the segmented base support structure. The transportability of the segments of the disclosed segmented base support structure enables offsite manufacturing to be utilized. 153-. (canceled)54. An apparatus for supporting a free-standing superstructure , the apparatus comprising:segments of a base support structure including interconnection features, adjacent segments of the base support structure each forming a respective male or female interconnection feature, the male and female interconnection features arranged to mate together; andlinkages configured to couple to the male and female interconnection features in a manner interconnecting the adjacent segments to be in an interconnected state, the segments in the interconnected state being configured to collectively serve as the base support structure to support the free-standing superstructure on an unstable ground, wherein the segments are rail structures configured to enable an adjustable trolley structure to be coupled thereto, wherein the trolley structure is configured to support the superstructure or a superstructure element.55. The apparatus of wherein the segments have defined top and bottom surfaces and further ...

An adjustment system, an adjustable support, a method of orienting an element, and use of such system

An adjustment system including an adjustable support, a driving arrangement, a locking arrangement and a motor. The adjustable support includes a base including a bore having an open mouth; a screw being movable received in the bore while having a free end configured to project past the open mouth of the bore; and a driver being arranged in driving engagement with the screw, whereby a rotation of the driver results in a linear movement of the screw along the longitudinal extension of the bore. The driving arrangement includes a driver actuator arranged to be driven by the motor. Further, a method of orienting an element relative to a reference plane is provided.

CEMENT FORM APPARATUS AND METHOD

A cement form includes a first surface arranged vertically and configured to support a volume of cement, a second surface arranged horizontally and configured to contact a ground support surface. The cement form includes a foam material and has a wedge cross-sectional shape. 1. A method of forming a monolithic foundation , comprising:providing a plurality of cement forms each comprising a foam material;interconnecting at least some of the plurality of cement forms in an end-to-end arrangement;covering at least a portion of the plurality of cement forms with backfill dirt; andafter covering, pouring cement into contact with the plurality of cement forms to form a monolithic foundation, the plurality of cement forms remaining covered and in contact with the monolithic foundation after the cement cures to provide insulation for the monolithic foundation.2. The method of claim 1 , further comprising staking the plurality of cement forms to a ground surface prior to covering.3. The method of claim 2 , wherein staking the plurality of cement forms includes driving a stake through the foam material claim 2 , and driving the stake through the foam material concurrently forms a pass-through aperture through the foam material.4. The method of claim 1 , wherein the plurality of cement forms each include a connector groove claim 1 , and interconnecting the plurality of cement forms includes removably inserting a connecting member into the connector grooves of adjacent positioned cement forms.5. The method of claim 4 , further comprising removing the connecting member from the connector grooves after the cement is cured.6. The method of claim 5 , further comprising inserting a foam strip into the connector grooves after removing the connecting member.7. The method of claim 1 , wherein the plurality of cement forms each includes a first surface arranged vertically and configured to support the cement claim 1 , a second surface arranged horizontally and configured to contact a ...

Method for Joining Plastic Parts and Foundation Mat Product Therefor

An assembly method and resulting temporary foundation mat for equipment such as a crane, including the steps of driving a fastener through plastic either with a hydraulic force or pneumatic (air), mechanical, or by any other power assisted means, shown through experimentation to result in the plastic surrounding the bolt within itself, tightly giving added strength to the system. The fastener can have a head at the driven end and a threaded end at the lead end. When a threaded end exists exterior to the joined pieces of plank, the plastic around the threaded end can be power-wire brushed to expose the threads to a nut which then tightens the system. The penetration rate of the fastener into and through the plastic pieces can be increased by pre-heating the lead end of the fastener.

Pre-cast concrete foundation of modular construction for telecommunication or wind turbine tower

A modular foundation design for supporting a wind turbine or telecommunication tower, comprised of pre-cast concrete modules offering advantages of off-site manufacture and ease of transportation, but which deign is simple to construct. A base slab is provided comprised of sub-modules/base members arranged together in juxtaposed position which together provide a horizontal surface on which pre-cast pipe members may be stacked in end-to-end position to form a pedestal. Anchor rods extend through the pipe members into screw retainers in the base members, which rods serve to not only post-tension the pipe members and secure them together, but further advantageously serve to retain the base members together thereby assisting in distributing forces and loads applied to one sub-module/base member over the entire base slab. Coupling means to further couple the base members together may be added to better retain the base members together and still further improve distribution of forces

MODULAR FOUNDATION RESISTANT TO GROUND MOVEMENT

One or more modules are each moulded as single units. Separately or fastened together they form a foundation resistant to ground movement including earthquakes and frost heave. A lower plane rests on a substrate. Perimeter and internal walls support a raised upper plane for receiving a building such as a rotationally moulded round house. Modules are made of reinforced concrete or rotationally moulded plastics and enclose internal cavities used as tanks or filled with a rigid foam. Lifting attachments are provided for transport of modules or temporary foundation lifting during rearrangement of a disturbed substrate. 1. A foundation comprised of one or more modules for a building is characterised in that the or each module includes a broad , rigid , reinforced lower surface having , when in place , an exposed lowest face and an interior face , upon which surface are simultaneously moulded or cast at least one rigid separating means selected from a range including peripheral beams , internal vertical protrusions and transverse ribs , all sharing a common height thereby determining the height of at least one space enclosed within the foundation , and upon which separating means a broad , rigid , reinforced upper surface is simultaneously moulded or cast; the upper surface having an interior face and an uppermost exposed face; the or each module including attachment means for attachment to other modules and supported buildings.2. A module for a foundation as claimed in ; characterised in that the foundation is comprised of more than one module fastened together by attachment means along exposed sides in order to form a larger total surface area.3. A module for a foundation as claimed in ; characterised in that at least some modules are provided with lifting attachments capable of being used to lift the foundation and a building attached thereupon.4. A module for a foundation as claimed in ; characterised in that the or each enclosed space is sealed thereby forming a tank ...

EARTHQUAKE DYNAMIC ARCHES WITH STACKED WEDGE FOUNDATION

The present invention is an arch/building support system comprising two (or more) opposing wedges, at least one located at the base of each side of the arch, with the bases of the opposing wedges facing each other, the opposing wedges connected to each other by a semi-rigid flexible rod or rods. In a building structure, the flexible member could be rebar(s) made of one or various materials (metal, plastic, nylon etc.) with various degree of elasticity. The rebars could envelop the structure (around the outside or shell) or reside within it, and may also incorporate some sort of spring mechanism. The rebar(s) are anchored to the upper wedge on each side of the arch, but need not be, and could instead be anchored to the ground. 1. A dynamic arch system comprising a plurality of triangular-shaped concrete footings located underneath two opposing sides of a foundation wall for a structure , said concrete footings unattached to the foundation walls , said concrete footings on opposite sides of said structure connected to each other by at least one flexible member positioned along the outside of said structure between said concrete footings;wherein said triangular-shaped concrete footings are capable of rotating from a first position with a corner at the lowest point vertically to a second position with a corner at the highest position vertically.2. The dynamic arch system according to claim 1 , wherein said flexible member is a single flexible member comprising a plurality of rebars fixedly connected together to form one flexible member.3. The dynamic arch system according to comprising at least two segments of flexible members between each pair of triangular-shaped concrete footings claim 1 , further comprising a spring connected between said two segments of flexible members.4. A dynamic arch system comprising a plurality of triangular-shaped concrete footings located underneath two opposing sides of a foundation wall for a structure claim 1 , said concrete footings ...

CEMENT FORM APPARATUS AND METHOD

A cement form includes a first surface arranged vertically and configured to support a volume of cement, a second surface arranged horizontally and configured to contact a ground support surface. The cement form includes a foam material and has a wedge cross-sectional shape. 1. A cement form to support a volume of cement during formation of a monolithic building foundation , the cement form configured to remain in place after formation of the building foundation to provide insulation for the building foundation , the cement form comprising:a single piece, unitary body member having a solid, continuous foam construction and a single wedge-shaped cross-section, the body member comprising:a first surface arranged vertically and configured to support a volume of cement used to form the monolithic building foundation;a second surface arranged perpendicular to the first surface and facing downward to contact a ground surface;a weight bearing surface extending diagonally relative to the first surface and the second surface;a connector groove formed in the weight bearing surface and open in a vertically upward direction, the connector groove configured to receive a connecting member that extends between and interconnects at least one adjacent positioned cement form;a top surface extending from the first surface toward a plane of the weight bearing surface and intersecting with the connector groove, the top surface defining an upper most point of the body member, the first surface extending continuously from the second surface to the top surface to define a height of the body member, the connector groove extending along less than half of the height.2. The cement form of claim 1 , wherein the cement form has the wedge cross-sectional shape along the entire length.3. The cement form of claim 1 , wherein the cement form has a triangular cross-section shape.4. The cement form of claim 1 , wherein the second surface extends continuously along a length of the cement form.5. The ...

MODULE FOR A STRUCTURE

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam. 1. A reinforced bridge comprising at least one module , the module comprising:a formwork member that includes a base and a pair of side walls that extend upwardly from the base and defines a cavity for reinforcement and concrete, the cavity having an upper cavity portion and a lower cavity portion, the upper cavity portion having a larger cross-sectional area than that of the lower cavity portion; anda reinforcement member that includes an upper portion that is formed to extend across a width and along a length of the upper cavity portion, and a lower portion that is formed to extend at least substantially along the length of the lower cavity portion,wherein the reinforcement member is located in the cavity, such that the module spans at least partially along a width of the bridge and a length of the bridge, and concrete fills the cavity at least partially covering the reinforcement member, such that a portion of the reinforcement member of the module and the concrete defines at least one elongate beam.2. The reinforced bridge of claim 1 , wherein either of the formwork member or the reinforcement member is tensionable such that the module is pre-tensioned.3. The reinforced bridge of claim 1 , wherein the lower cavity portion of the formwork member comprises at least two spaced-apart elongate cavities claim 1 , and when the reinforcement member is located in the cavity claim 1 , the lower portion of the reinforcement member and the concrete define at ...

MODULE FOR A STRUCTURE

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam. 1. A module for a structure comprising:a formwork tray comprising a plurality of discrete sections configured to form a base and a pair of side walls that extend upwardly from the base and thereby define a cavity for reinforcement and concrete, the formwork tray including an upper portion and a lower portion; anda reinforcement member that includes an upper portion that is formed to extend across a width and along a length of the upper portion of the formwork tray, and a lower portion that is formed to extend at least substantially along the length of the lower portion of the formwork tray such that the upper and lower portions of the reinforcement member each span the plurality of discrete sections of the formwork tray,wherein the reinforcement member is located in the cavity, and concrete fills the cavity at least partially covering the reinforcement member, such that a portion of the reinforcement member of the module and the concrete defines at least one elongate beam.2. The module for a structure of claim 1 , wherein the formwork tray discrete sections partition the formwork tray across a width thereof into a trough and a stiffening member claim 1 , the trough interconnected to the stiffening member.3. The module for a structure of claim 1 , wherein the formwork tray discrete sections partition the formwork tray across a width thereof into at least two troughs and at least one stiffening member claim 1 , each of the at least two troughs ...

Charging Station Foundation and Charging Station

Charging station foundation having an inlet for a power supply line and a recess for receiving charging electronics, the inlet being guided from an outer wall of the foundation to an inner wall of the recess. In order to increase the reliability of charging infrastructure, it is provided that charging electronics at least comprising a circuit breaker and a charging controller protected according to protection class IPxy with x>=6 and y>=6, preferably y>=8 according to DIN EN 60529, are arranged in the recess. 1. A charging station foundation , comprising:an inlet for a power supply line, anda recess for receiving charging electronics,wherein the inlet is guided from an outer wall of the foundation to an inner wall of the recess,wherein the charging electronics comprise at least one power circuit breaker and a charging controller protected by a casing or cast in the recess in accordance with protection class IPxy with x>=6 and y>=6 in accordance with DIN EN 60529 is arranged in the recess.2. The charging station foundation according to claim 1 , wherein the power supply line is led watertight through the inlet.3. The charging station foundation according to claim 1 , wherein the recess is enclosed on five sides by the foundation with four walls and a floor and has an opening pointing outwards on its ceiling.4. The charging station foundation according to claim 3 , wherein the opening is arranged in the region of a dome projecting from the ceiling of the foundation claim 3 , the dome being arranged at least partially above the ground level in the installed state of the foundation.5. The charging station foundation according to claim 4 , wherein the dome has connection consoles for a charging station at its end face.6. The charging station foundation according to claim 4 , wherein the dome has a smaller circumference than the ceiling surface on which the dome is arranged.7. The charging station foundation according to claim 1 , wherein in an installed state claim 1 , ...

Precast concrete wall with elevated roadway and method for constructing wall

A precast concrete wall on a prepared subgrade, comprises standardized, precast, reinforced concrete foundation, wall and cap modules. The cap modules include parapets on opposed sides and an elevated roadway therebetween. A plurality of tie down rods, each extending through the cap modules, two or more courses of wall modules and at least partially into the foundation modules. An optional anti-tunneling barrier is provided in the subgrade, below the foundation. A method of constructing the wall includes specifying standardized reinforced concrete foundation, wall and cap modules so that they can be manufactured by multiple suppliers, and providing a logistical model to minimize shipping costs by matching each point of fabrication with the appropriate point of delivery.

CHAIR FOR SUPPORTING REINFORCING ELEMENTS

A concrete chair elevates rebar above an underlying surface. The chair includes a rectilinear rim having a length, width and height of different distance. The rim may be oriented so each side abuts the underlying surface so rebar can be supported at three different heights above the underlying surface. In a foundation pour, the chair supports rebar at three different elevations. In a tilt wall pour, the chair supports rebar at three different elevations and produces a mark on the cured wall of considerably reduced extent.

FOUNDATION SYSTEM FOR BRIDGES AND OTHER STRUCTURES

A bridge system is provided that utilizes foundation structures that are formed of the combination of precast and cast-in-place concrete. A method of constructing the combination precast and cast-in-place concrete foundation structures involves receiving at a construction site a precast concrete foundation unit having elongated upright wall members that define a channel therebetween, and multiple upright supports located within the channel; placing the precast concrete foundation unit at a desired use location; delivering concrete into the channel while the precast concrete foundation unit remains at the desired use location; and allowing the concrete to cure-in-place such that the elongated upright wall members are connected to the cured-in-place concrete by reinforcement embedded within both the cured-in-place concrete and the upright wall members. The bridge units may be placed before the pouring step to embed the bottoms of the bridge units in the cast-in-place concrete. 116-. (canceled)17. A method of constructing a bridge system , comprising:utilizing precast concrete foundation units having a first elongated upright wall member and a second elongated upright wall member spaced apart from the first elongated upright wall member to define a channel therebetween, and at least one upright support extending laterally across the channel and interconnecting the first elongated upright wall member and the second elongated upright wall member, wherein a distance between the first upright wall member and the second upright wall member is at least as great as a bottom span of bridge units to be supported thereon;placing multiple precast concrete foundation units end to end at an installation site of the bridge system to form a foundation assembly;placing multiple bridge units on the foundation assembly, each bridge unit having spaced apart side walls, each upright support having the spaced apart sidewalls of at least one bridge unit supported at opposite ends of the ...

SEGMENTED BALLAST BASE SUPPORT STRUCTURE AND RAIL AND TROLLEY STRUCTURES FOR UNSTABLE GROUND

Unstable ground is found in many situations in many locations around the world and causes such locations to be unsuitable for building without further support or stabilization. Unstable ground, such as landfills, can be used for beneficial purposes as opposed to lying dormant. A segmented ballast base support structure according to an embodiment of the present invention can be configured to support free-standing structures, such as solar power collection systems and wind turbines. The segmented ballast base support structure can be deployed at unstable ground sites without digging or expensive filling stabilization techniques. Segments of the base support structure can be precast at an offsite location and transported to a site in segments and sections, and can then be arranged on-site to form the segmented base support structure. The transportability of the segments of the disclosed segmented base support structure enables offsite manufacturing to be utilized. 1. An apparatus for supporting a free-standing superstructure , the apparatus comprising:segments of a base support structure including interconnection features;linkages configured to couple to the interconnection features in a manner interconnecting the segments which, in an interconnected state, collectively serve as the support structure to support a free-standing superstructure on an unstable ground.2. The apparatus of wherein the segments have defined top and bottom surfaces and further comprising a ground treatment including a layer of pliable material spanning the bottom surfaces of the segments.3. The apparatus of wherein the ground treatment includes a bottom layer and at least one upper layer claim 2 , the bottom layer being the layer of pliable material and the at least one upper layer having sufficient adaptability to track topological state changes of the bottom layer due to topological state changes in the unstable ground beneath the bottom layer while maintaining sufficient integrity to serve ...

Concrete form with integral drain and reinforcing bar support bracket therefor

An adjustable concrete form comprises at least one tube and an adjustable stake having a post and a tube cradle. A bracket is removably connected to the tube for supporting rebar in spaced-apart relation to the excavation bottom. The bracket includes a tube engaging portion and a rebar supporting portion. The tube engaging portion is configured for connecting the bracket to the tube. The rebar supporting portion extends laterally from a proximal end connected to the tube engaging portion to a distal end spaced from the tube engaging portion.

Foundation assembly for fixing pole and construction method of the same

본 발명은 신속하고 용이하게 설치할 수 있는 지주 고정용 기초 조립체 및 이의 설치 방법을 제공한다. 본 발명의 일 측면에 따른 지주를 지면에 고정하는 지주 고정용 기초 조립체는, 기둥 형상으로 이루어져 지면에 대하여 세워져 배치되는 센터 블록, 중앙에 상기 센터 블록이 관통하는 조립 홀이 형성되며 상면 또는 하면에 충진용 홈이 형성된 적어도 하나 이상의 적층 블록, 및 상기 충진용 홈에 삽입 설치되며, 내부 공간을 갖는 튜브체와 상기 튜브체 내부에 삽입된 충진제를 포함하는 충진 유닛을 포함한다. The present invention provides a base assembly for fixing a post that can be quickly and easily installed and a method for installing the same. The base assembly for fixing the posts for fixing the posts according to one aspect of the present invention to the ground is formed in a column shape, a center block that is erected and disposed with respect to the ground, an assembly hole through which the center block passes is formed in the center, and is formed on the top or bottom surface. At least one stacked block having a filling groove formed therein, and a filling unit inserted into the filling groove and including a tube body having an inner space and a filler inserted into the tube body.

Formation of concrete foundation for housing

(57)【要約】本公報は電子出願前の出願データであるた め要約のデータは記録されません。

A construction method of groundwater drainage material and how to block groundwater entering the drainage using foundation slab

The present invention relates to a groundwater drainer construction method, capable of preventing damage to a drainer in regard to a drain facility for groundwater leaking from the basement of a building, and a method of blocking groundwater flowing into a drainer by using a foundation slab installed on the drainer. According to the present invention, the groundwater drainer construction method includes the following steps of: installing an outer block by installing a corner block in a corner, and then, consecutively assembling linear blocks; installing an inner block to divide sections by assembling crossing blocks including first and second blocks with the outer block; forming a rubble layer in the sections divided by the outer and inner blocks; and installing a water collection pipe and a drain pipe on the rubble layer. The method of blocking groundwater flowing into a drainer by using a foundation slab installed on the drainer includes the following steps of: blocking groundwater flowing into a lateral side of an outer block by interposing packing between outer blocks; and blocking underground water flowing into the upper part of an outer block by installing a cutoff plate to be integrated with the upper surface of the outer block, and then, installing a foundation slab thereon.

Inner structure for precast concrete for pole structure pole structure and precast concrete comprising the same

The present invention relates to an internal structure and, more specifically, to an internal structure for a precast concrete support connecting device for coupling to a support installed on a street. According to the present invention, the internal structure comprises: three or more rod members (20) formed spaced apart at a predetermined interval in a circumferential direction; a plurality of support members (40) formed between respective rod members among the three or more rod members (20); a spiral member (60) disposed so as to surround the rod member (20) and the support member (40) on an outer side of the rod member (20) and the support member (40); and a tubular member (80) connected to the plurality of support members (40).

Foundation structure for pillar

The present invention relates to a pillar foundation structure having a structure capable of effectively coping with a pulling force and a shearing force generated by an external force, a pillar structure having rigidity and a low manufacturing cost and having excellent workability. The pillar foundation structure is vertically installed on the ground, A plurality of posts positioned between the plurality of posts, a panel having a pattern, a post cap coupled to an upper end of the posts, a plurality of posts vertically spaced from each other at a lower end of the posts, A pair of base bolts penetrating through the base and exposed at the outside of the post at one end and the other end of the base and formed with threads at the other end and a pair of base bolts Wherein one end of the pair of foundation bolts is formed at an angle of 90 degrees Wherein each of the one ends of the pair of foundation bolts is located on the opposite side across the post and the valley of the one end of the pair of foundation bolts is arranged horizontally with the ground .

Anti collision apparatus of electric pole for roadside power distribution

The present invention relates to an impact absorbing apparatus for an electric pole for roadside power distribution, comprising: a foundation embedded under the ground; a frame fixed by the foundation; a buffer block surrounding the frame; a protective plate attached to the buffer block; and a fixture elastically fixing the protective plate to the frame and the buffer block, thereby being possible to prevent a vehicle from colliding with the electric pole, protect the electric pole from being inverted and being damaged by absorbing impact, and protect the colliding vehicle from damage and second collision.

Prefabricating base block for a fence

내용 없음. No content.

Reinforced earth retaining wall with all-in-one type facing block for fill compaction

The present invention relates to a reinforced earth retaining wall including an integral wall facing block for a banking embankment section and, more specifically, to a reinforced earth retaining wall including an integral wall facing block for a banking embankment section which refrains land subsidence by using pre-stressing for integrating wall facing blocks in the up and down and left and right directions and which prevents land subsidence and wall collapse, which are caused by load transfer, by using the arching effect which is maximized by disposing an integral block structure in the center parts of both of the wall facing blocks and by connecting the wall facing blocks to the blocks in the center parts of the wall facing blocks. The reinforced earth retaining wall including an integral wall facing block for a banking embankment section according to the present invention is provided to improve the stability thereof by minimizing land subsidence, to minimize civil appeals by reducing the area affected by the land subsidence, and to secure economic feasibility by reducing the area requiring compensation for area loss.

A kind of transmission line of electricity assembled sheet pile composite foundation and construction method

本发明公开了一种输电线路装配式板桩复合基础及施工方法，板基础包括工字梁、预制混凝土板和连接梁，在每根工字梁一侧末端的上、下两侧均焊接一根连接梁，四根工字梁呈十字形分布，且相邻的两根工字梁之间形成安装腔，在每个安装腔内放置若干个预制混凝土板，预制混凝土板与工字梁共同形成矩形状的板基础；上部桩基础和下部桩基础均由钢筋笼和混凝土浇筑而成，上部桩基础中钢筋笼的底端与板基础中上侧的连接梁固定连接，下部桩基础中钢筋笼的顶端与板基础中下侧的连接梁固定连接。本发明具有良好整体性，有利于上部荷载均匀传递；在软弱地基上承载力高，混凝土用量少，施工周期短，工程造价低；可提高输电线路工程的可靠性和经济性。

Construction method of special-shaped tower crane foundation

本申请涉及一种异形塔吊基础的施工方法，属于塔吊基础的技术领域，其包括以下步骤：S1、开设安装孔：在既有结构楼板上于既有结构主梁的两侧开设安装孔，安装孔用于安装塔吊基础的基座；S2、预制基座：所述基座包括两根相互平行设置的框架梁；S3、吊装基座：将预制好的基座吊装到安装位置，使所述框架梁位于所述既有结构主梁上；S4、固定基座：通过固定组件将基座固定于既有结构主梁上；S5、封堵安装孔：使用发泡混凝土将所述安装孔封堵。本申请具有能够在既有结构上安装塔吊基础，且不对既有结构产生影响的效果，为后续其他地铁上盖项目提供了安全可行的方案。

Fully-assembled fully-revolving quickly-built assembly type building and construction method thereof

本发明涉及一种全装配全周转可快速建造的装配式建筑，包括：用于搭建建筑的地基边框预制条形基础；用于搭建建筑钢结构的钢结构柱和钢结构梁，且钢结构梁与钢结构柱可拆卸连接；用于搭建建筑楼层楼面的钢筋桁架楼板；用作建筑竖向围护结构的预制墙板；与钢结构梁搭配用于搭建建筑屋面的屋面檩条。本发明还涉及该全装配全周转可快速建造的装配式建筑的施工方法。本发明采用装配式钢结构与装配式混凝土结构相结合，将预制条形基础、预制墙板、钢结构柱、钢结构梁、钢筋桁架楼板等结构组装成一个全装配式建筑，采用干法连接，安装拆除方便且周期短；拆除后结构材料可重复利用，实现节能环保的绿色建设生产目标。

A hinged base structure of arch-shaped composite structure with the precast concrete pannel and the steel frame using the open trench tunnel and method for constructing arch-shaped open trench tunnel

The present invention relates to a hinge substructure of a covered arch synthetic structure using a precast concrete panel and a steel frame, and a method for constructing a covered arch synthetic structure using the same. The purposes of the present invention are to reduce a cross-section of an arch portion, simplify the parts and materials, and increase the economic efficiency by reducing the quantity of the materials, by connecting the arch portion and a foundation portion to prevent bending moment from being generated at a point portion and minimizing the bending moment in order to provide the structural stability. The hinge substructure of the covered arch synthetic structure using the precast concrete panel and the steel frame according to the present invention is to support both sides of the arch portion (200) consisting of the steel frame (210) and the precast concrete panel (220) which is installed to the frame.

Multifunctional foundation structure with electrolyte filled grounding

Disclosed is a multifunctional foundation structure with an electrolyte filled grounding device. According to an embodiment of the present invention, the multifunctional foundation structure with an electrolyte filled grounding device comprises: a concrete foundation formed with concrete; a vertical copper pipe passing through the center of an upper end of the concrete foundation; a plurality of horizontal copper pipes coupled to the vertical copper pipe at a lower end of the concrete foundation; and a four way discharge hole formed at a dead end of the horizontal copper pipes, and spraying an electrolyte injected into a filling hole of the vertical copper pipe by using an electrolyte grounding insulation material covering a lower end of the concrete foundation to fill the electrolyte grounding insulation material to increase an adhesion coefficient with the ground.

Modular device for placing equipment on a platform

L’invention a pour objet un dispositif modulaire de pose d’un appareillage (A) sur une plateforme, comprenant un radier plan (10) constitué d’une pluralité de dalles (1) assemblées côte à côte le long de cotés latéraux adjacents et comprenant chacune un cadre métallique (11) dans lequel est coulée une matière pesante moulée (16). Selon l’invention, le radier comprend au moins une rangée (10a) de dalles (1) assemblées côte à côte par leurs cotés latéraux adjacents (12, 12’) qui sont perpendiculaires à l’axe longitudinal x’x de la rangée et appliqués les uns sur les autres par des boulons de solidarisation (5) et chacune des dalles (1) comprend une ossature interne rigide (3), constituée de deux ensembles (31, 32) de lamelles métallique entrecroisées formant un caillebotis (3) limitant une pluralité d’alvéoles (4) dans une partie desquelles est coulée la matière pesante (16) et les lamelles longitudinales (32) soudées sur les cotés d’assemblage (12, 12’) sont alignées dans le prolongement les unes des autres en formant des lignes métalliques continues parallèles à l’axe longitudinal x’x , de telle sorte que l’ensemble se comporte comme une poutrelle métallique continue assez rigide pour résister aux efforts de flexion appliqués sur le radier (10). Figure pour l’abrégé: Fig 1 The subject of the invention is a modular device for laying equipment (A) on a platform, comprising a flat foundation (10) consisting of a plurality of slabs (1) assembled side by side along adjacent lateral sides and each comprising a metal frame (11) in which is cast a heavy molded material (16). According to the invention, the slab comprises at least one row (10a) of slabs (1) assembled side by side by their adjacent lateral sides (12, 12') which are perpendicular to the longitudinal axis x'x of the row and applied to each other by fastening bolts (5) and each of the slabs (1) comprises a rigid internal framework (3), consisting of two sets (31, 32) of intersecting metal strips forming ...

Double footinng with inner reinforcing member and construction method therefor

The present invention relates to a double base plate with an internal reinforcement and a construction method thereof, which can secure sufficient constructability and economic efficiency by being effective to support an earth pressure while more effectively having the advantages of a precast method when constructing the base plate that transfers the load of a column structure such as a pier to the ground. The double base plate comprises: a precast base block in which at least one hollow portion (S1) and at least one opening (S2) are formed, and which has a vertical side or an inclined side tapered so that the cross section of an outer side becomes smaller toward a lower portion; an internal reinforcement which is formed inside the precast base block, and includes a truss vertical plate serving as a rigid structure and a horizontal truss serving as a faceplate reinforcing body; and base plate concrete which is poured so that the precast base block is embedded to enable the hollow portion (S1) and the opening (S2) to be filled. The bottom and the inclined side as the outer side of the precast base block are used to support the load.

PREFABRICATED BUILDING ELEMENT THEME PROCEDURES AND RESOURCES FOR MANUFACTURING THE ELEMENT

Foundational Cistern

The present invention is a foundational cistern. The present invention is an evolutionary panelized foundation system that uses known pre-casting technologies, functions structurally in similar ways to traditional systems, yet provides building designers with a multitude of new benefits in combination with the objectives of reduced construction time, energy, and water conservation. Stored rainwater in the cistern provides thermal mass for heating for a supported structure, and may be used for nonpotable uses. Given appropriate on-site water treatment, potable uses of stored rainwater may be contemplated as well. The foundational cistern of the present invention may be coupled to other foundational cisterns and structural elements of the supported structure. The present invention offers a multitude of advantages not currently known in the art of foundation products.

Street light foundation

본 발명은 가로등 기초에 관한 것으로, 보다 상세하게는 콘크리트 기초의 내부에 상부관, 전선관, 접지관이 일체로 형성된 분지관을 내장시키고, 가로등 기초의 하부에 팁형 접지동판을 부착한 가로등 기초에 관한 것이다. The present invention relates to a street lamp base, and more particularly, to a street lamp base having a branch pipe formed with an upper tube, a conduit, and a ground pipe integrally formed inside a concrete base, and having a tip-type ground copper plate attached to the bottom of the street lamp base. will be. 이상과 같이 본 발명에 의하면, 가로등주 설치를 용이하게 하고, 접지공사를 별도로 할 필요가 없으며, 접지동판의 팁에 의해 접지능력을 극도로 향상시키며, 기초의 하부의 측면에 토압날개를 형성시켜 동일한 풍속, 동일한 가로등주 높이에 대응하는 기초의 높이를 낮게 할 수 있는 효과가 있다. As described above, according to the present invention, it is easy to install street lamps, there is no need for additional grounding work, and the earthing ability is extremely improved by the tip of the ground copper plate. There is an effect that can lower the height of the foundation corresponding to the wind speed, the height of the same streetlight. 가로등, 가로등 등주, 접지, 감전사고, 삼각형 팁, 토압날개, 4방출 Street lamps, street lamps, grounding, electric shock, triangular tips, earth pressure wings, 4 emission

SET THE BASIS AND ITS PROPOSED BALK

The space between the underside (11) of the each beam is filled completely with concrete to form a sole plate (13) extending under the beam to support it along its complete length. The specially formed beam (1) used has at least one filling aperture (16) which, via channels in the beam, is connected with at least one exit aperture in the beam underside. On casting the sole plate (13), concrete is fed inwards through the filling apertures (16) so that it then flows outwards through the exit apertures in the beam underside.

anchor block for a street lamp

본 발명의 등주지지용 앙카블록은 중앙본체부와, 중앙본체부의 상부로 연장되는 등주지지부와, 상기 중앙본체부의 하부로 연장되는 기부를 가진 것으로, 두께보다 길이가 상대적으로 길게 형성되고, 상기 중앙본체부의 일측면으로부터 연장되는 제1지지날개부와, 상기 중아본체부의 타측면으로부터 연장되는 제 2지지날개부를 구비하며, 상기 등주지지부의 상면에는 등주를 고정하기 위해 설치되는 복수개의 앙카볼트를 구비한다.

A modular concrete skid with cats in features that allows the population of the skid with mechanical process equipment.

Skid-Crete is an innovation that removes redundant structural steel from a wide range of equipment skids that house or populate process equipment utilised in a wide arrange of mining, process, food, fluid management and allied industries. Normally equipment is built on skids to allow higher levels of completion and for fabrication and testing to conducted in metropolitan areas where there is greater access to skilled labour and manufacturing and engineering resources. Conventionally this equipment has been built of a structural steel skid and transported to site for installation on site cast concrete. Thus, the role of the structural steel is redundant once the system gets to site. Skid-Crete leverages the wide range of tilt panel technologies coupled with Commercial off the Shelf components (COTS) to realise a functionally equivalent monolithic concrete skid that is fabricated off-site, eliminating the majority of structural steel with significant cost advantage.

A kind of base station counterweight standard component, base station counterweight foundation and integrated base station

本发明提供了一种基站配重标准件，其包括块状的第一配重构件及第二配重构件，其中，所述第一配重构件的上表面开设有凹槽，且所述凹槽的内壁与所述第一配重构件的对应的侧面之间开设有至少一个贯穿的第一连接通孔；所述第二配重构件容置于所述第一配重构件的凹槽内。本发明还提供了一种包括所述基站配重标准件基站配重基础以及包括所述基站配重基础的一体化基站。本发明能够使得所述基站配重标准件相互之间更加方便且有效地进行连接。

Foundation piece for point foundations, in particular at the property line, and process for manufacturing a floor

L’invention concerne une pièce de fondation (1) pour des fondations ponctuelles en limite de propriété, ladite pièce de fondation étant préfabriquée et comportant un plot (10) pourvu d’une cavité (12) traversante agencée pour recevoir un matériau de scellement, et une console (11) s’étendant dudit plot (10) latéralement et en porte-à-faux. La console (11) permet d’éloigner d’une distance (D) prédéterminée, les longrines (2) posées sur l’extrémité des consoles (11) située proche ou contre la limite de propriété, de l’axe (F) des puits de fondation (6) sur lesquels reposent lesdites pièces de fondation (1). La distance (D) prédéterminée peut être comprise entre 60 cm et 100 cm, et permet à l’entreprise de construction de ne pas creuser les excavations, proche ou contre la limite de propriété. Figure pour l’abrégé : Fig 4 The invention relates to a foundation piece (1) for point foundations at the property boundary, said foundation piece being prefabricated and comprising a stud (10) provided with a through cavity (12) arranged to receive a sealing material, and a bracket (11) extending laterally and cantilevered from said post (10). The bracket (11) makes it possible to distance the stringers (2) placed on the end of the brackets (11) located close to or against the property line, by a predetermined distance (D), from the axis (F) of the foundation pit (6) on which rest said foundation pieces (1). The predetermined distance (D) can be between 60 cm and 100 cm, and allows the construction company not to dig the excavations, near or against the property line. Figure for abstract: Fig 4

FOUNDATION OF KELLAR BASICS

Basement 1 which has a foundation and outer walls made of moisture-absorbing material, which are prefabricated from water-permeable light ballast concrete so that water penetrating into the outer walls 4 is drained from the walls 4 through the foundation elements 3 to the ground drainage, and at the same time the foundation elements 3 form a capillarity-breaking layer. <IMAGE>

Swash plate containment assembly

압축기용 회전 사판 수용 조립체는 하우징, 구동축, 구동축에 장착되는 회전 사판, 회전 조인트를 통해 하우징과 회전 사판에 연결되는 짐발 아암을 포함하는 것이 일반적이다. 일실시예에서, 조인트는 서로 거의 90도의 위치에 놓이게 된다. 다른 실시예에서, 조인트는 롤러 베어링과 그에 연결되는 저어널을 포함한다. The rotary swash plate receiving assembly for the compressor typically includes a housing, a drive shaft, a rotating swash plate mounted to the drive shaft, and a gimbal arm connected to the housing and the rotating swash plate via the rotating joint. In one embodiment, the joints are placed at approximately 90 degrees to each other. In another embodiment, the joint includes a roller bearing and a journal connected thereto. 회전 사판 Carousel

Basic device for supporting heavy-load equipment of transformer substation and assembly method

本发明提供了一种支承变电站重载设备的基础装置及装配方法，该基础装置包括基础装置包括至少两个基础单元，所述基础单元包括承台板和设置在承台板下方的支撑桩，相邻基础单元中的承台板相对端面上分别固设有连接杆，相邻承台板之间的连接杆对接后形成浇筑槽，所述浇筑槽内浇筑混凝土形成连接段。本发明中支撑桩通过桩头与承台板上的凹槽相配合套接，并通过锚固孔与锚固杆相配合连接，并向桩头与凹槽之间的缝隙内灌浆，从而增强了承台板与支撑桩连接处的牢固性。实现工厂预制、现场拼装，从而达到质量可控，并且工程不受天气等环境的影响，从而实现工期短、施工高效的目标。

Underground corrugated steel culvert

본 고안은 파형강판을 이용한 암거에 관한 것으로서, 암거가 설치될 위치의 지중에 매설되는 기초부와, 상기 기초부의 상부에 설치되며 복수의 원호형 파형강판을 체결하여 설치되는 파형강판 아치부를 구비하며, 상기 파형강판 아치부가 상기 기초부에 설치되는 위치는 상기 기초부의 내측끝단으로부터 외측으로 일정거리 이격되어 설치되고, 상기 파형강판 아치부의 상기 기초부에 접하는 부분은 암거의 내측을 향하여 원호형상으로 굴곡지게 형성되어, 종래의 암거의 기초옹벽을 생략하고 이를 파형강판으로 대체하도록 구성되어 습식공정인 콘크리트 기초옹벽의 공정을 생략할 수 있을 뿐만 아니라 기초옹벽의 시공시의 시공하중을 부담하기 위한 동바리 등의 지지수단을 생략할 수 있으므로, 공사기간을 단축시킬 수 있고, 공사비용을 절감할 수 있고, 암거 내부에 충분한 공간을 확보할 수 있고 이로 인하여 도로암거의 통행자로 하여금 심리적 안정감을 제공할 수 있으며, 기초배면의 수평력이 저감되어 기초부의 균열과 이로 인한 암거내부 도로포장에 균열이 발생하는 것을 방지하여 보수보강에 소요되는 비용을 절감할 수 있다. The present invention relates to a culvert using a corrugated steel sheet, and has a base portion buried in the ground of the position where the culvert is to be installed, and a corrugated steel plate arch portion which is installed on the upper portion of the base portion and is installed by fastening a plurality of arc-shaped corrugated steel sheets. The position where the corrugated steel plate arch portion is installed at the base portion is provided to be spaced apart from the inner end of the base portion by a predetermined distance, and the portion contacting the base portion of the corrugated steel sheet arch portion is curved in an arc shape toward the inside of the culvert. It is formed so as to omit the base retaining wall of the conventional culvert and replace it with corrugated steel sheet, which can omit the process of the concrete foundation retaining wall, which is a wet process, as well as a copper bar to bear the construction load during the construction of the foundation retaining wall. Since the support means can be omitted, construction period can be shortened and construction cost can be reduced. It is possible to secure sufficient space inside the culvert, thereby providing the psychological stability of the pedestrians of the road culvert, and reducing the horizontal force on the back of the foundation, causing cracks in the foundation and the resulting pavement inside the culvert. It can prevent the ...

Construction of foundation for wooden house and block therefor

(57)【要約】本公報は電子出願前の出願データであるた め要約のデータは記録されません。

A charging station for recharging eletrical vehicles

The publication relates to a charging station (10) for charging or recharging electrical batteries for electrical vehicles (18). The Charging station comprises an electric source, a charging unit (15) supported by base structure (12) or a ground, the charging unit (15) being provided with a cable, the end of which being provided with an end plug configured to be connected to a connector on the vehicle (18) and/or with at least one plug-in point for plugging in an end to a charging cable from the vehicle (18). The base structure (12) may, at least along the side of the charging unit (12) provided with the charging point, be provided with a resilient material, so as to reduce the possibility of causing damage to the plug intended to be plugged into the charging unit (15) if the plug is dropped down.

Permanent sheathing for use in foundation sheathing, has base plate and form liner for bed plate, where form liner is held by feet

The permanent sheathing has a base plate and a form liner (5) for bed plate. The form liner is held by the feet, where the panel thickness is 80 millimeters. The feet extend wide on the bed plate side or base plate side. The feet are bonded with the concrete during casting of the concrete for the foundation slab, such that yield tilting of the sheathing under the pressure of the fluid concrete is avoided. The concrete side interspace of the feet is covered with plastic foam panels.

Narrow base list column step foundation construction method

本发明公开了一种窄基单立柱台阶基础施工方法，包括以下具体步骤：先进行基础验坑并进行坑底修整、垫层养生数据放样、绑扎并加固立柱钢筋笼、螺栓样板在钢筋笼上定位且将螺栓组固定、钢筋笼防扭曲的刚性固定、台阶模板安装及固定、立柱模板安装及固定、基础浇制前验收检查、基础浇筑并修正痕迹、检验基础数据进行回填土作业。本发明有效克服了开挖后无中心桩数据参照，基础立柱钢筋笼跨度较大不稳定和地脚螺栓组难以安装固定的问题，有效控制了大混凝土立柱外面的外变形情况，顺利的完成了施工任务，减少了钢梁和钢管的使用数量，节基础浇制后数据控制良好，在窄基单立柱台阶基础施工工艺和质量控制方面取得了很好的效果，工程质量优良率达98%以上。

Ribbed foundation for superstructures and method for producing the foundation

FOUNDATION FOR FOUNDATION.

Building system

本发明涉及建筑系统以及制造和组装建筑系统的方法。具体地，本发明涉及一种用于建筑结构的基脚，该基脚包括多个预制混凝土层，每个预制混凝土层包括钢筋和多个孔。基脚还包括底座结构，该底座结构包括底板和从底板突出的多个对准杆。基脚被构造成使得当多个预制混凝土层彼此叠置时，底座结构的多个对准杆延伸穿过每个预制混凝土层的相应孔。此外，本发明涉及一种具有一个或多个建筑模块的建筑结构。

Housing device for housing fixing elements of a connection bar for connecting layers of concrete; fixing system for fixing a connection bar; and prefabricated plinth comprising such a fixing system

A housing device (1) for housing fixing elements for fixing a connection bar for connecting layers of concrete, comprising: a hollow body (2) having a cylindrical extension between a first and a second end (2a, 2b) and comprising a bottom portion (3) at the second end (2b), the bottom portion (3) having an opening (4) towards the outside; a hollow projection (5) connected to the bottom portion (3) so as to communicate with the opening (4) and having an extension away from it.

Concrete slab foundation and method of construction

Concrete slab foundation and method of construction in which ground soil is graded to form a building pad, a plurality of plastic domes having top and side walls are placed in a rectilinear array on the pad, and concrete is poured over the domes to form a monolithic structure consisting of a gridwork of criss-crossing ribs between the side walls and a horizontally extending deck above the top walls. The concrete is prestressed with longitudinally extending tendons in the ribs, and the plastic domes are left in place as a permanent part of the foundation to serve as a moisture barrier at the under side of the deck and the lateral faces of the ribs.

Concrete base for a pile of vinyl house

본 발명은 비닐하우스를 지탱하기 위한 지주와, 상기 지주를 삽입할 수 있고 이를 지탱하기 위한 지지파이프와, 상기 지지파이프를 지탱하기 위한 콘크리트블럭으로 이루어지되, 상기 콘크리트블럭의 상부 중앙에는 위로 개방되고 소정의 깊이를 갖는 공간부가 형성되고, 상기 공간부의 양쪽 내측면 중간으로 부터 돌출된 지지돌기에 의해 지지파이프의 양측단이 수직으로 지지되도록 하며, 상기 지지파이프로 부터 지주가 이탈되지 않도록 지주에는 유볼트관통공이 형성되고, 상기 지주의 유볼트관통공에 대응하는 유볼트관통공이 지지파이프에도 천공되며, 상기 지지파이프의 유볼트관통공과 지주의 유볼트관통공에 끼워져 너트로 결합되어 지주의 이탈을 방지하기 위한 유볼트로 구성되는 비닐하우스용 콘크리트 기초를 제공하기 위한 것으로, 본 발명의 효과로는 비닐하우스를 지탱하기 위한 지주를 지지파이프로 지탱하게 하고, 또 상기 지지파이프는 중량체인 콘크리트블럭으로 지탱하게 함으로서 지주의 견고하면서도 안정적인 설치가 가능하고, 강풍이나 폭설에 대해서도 상당한 지지력을 갖게 되며, 지지파이프에 지주를 꽂고 유볼트로 고정만 하면 설치가 완료되므로 매우 신속한 설치 및 교체가 가능하고, 지주와 지지파이프를 부식으로 부터 보호함으로써 내구성을 좋게할 수 있는 매우 유용한 발명인 것이다. The present invention comprises a support for supporting the plastic house, a support pipe for inserting and supporting the support, and a concrete block for supporting the support pipe, which is open upward in the upper center of the concrete block. A space portion having a predetermined depth is formed, and both ends of the support pipe are vertically supported by support protrusions protruding from the middle of both inner surfaces of the space portion, and the support pillar is formed so that the support pillar is not separated from the support pipe. A bolt through hole is formed, and a u bolt through hole corresponding to the u bolt through hole of the support is also drilled into the support pipe, and is inserted into the u bolt through hole of the support pipe and the u bolt through hole of the support to be coupled with a nut to remove the support. To provide a concrete foundation for a vinyl house composed of u-bolts to prevent Advantageous Effects of the Invention The support pipe is supported by a support pipe for supporting the plastic house, and the support pipe is supported by a heavy-weight concrete block, so that the support can be firmly and stably installed. Since the installation is completed just by inserting the support to the support pipe and fixed with the u-bolt, it is possible to install and replace very ...

Foundation system for receiving load of housing or of at least one housing module of a self-service automatic machine

本发明涉及一种用于承受自助自动装置(1)的壳体或至少一个壳体模块(13、13'、13”)的载荷的基础系统(2)，所述基础系统具有至少一个底座元件(14、14'、14”)，所述底座元件具有用于自助自动装置(1)的壳体或至少一个壳体模块(13、13'、13”)的至少一个支承面(16、16'、16”)。其中，所述底座元件(14、14'、14”)包括混凝土体(17、17'、17”)和至少一个支承在混凝土体上的金属的承载元件(18、18'、18”)，在所述承载元件上构成用于自助自动装置(1)的壳体或壳体模块(13、13'、13”)的所述至少一个支承面(16、16'、16”)，并且所述金属的承载元件(18、18'、18”)通过至少一个调节装置(19)能相对于底座元件(14、14'、14”)的混凝土体(17、17'、17”)校平。

support for constructing of water tank

본 발명은 물탱크를 설치할 때 고르지 못한 콘크리트 기초 위에 면진 받침을 설치하고, 면진 받침 위에 물탱크 기초를 설치할 때 물탱크 기초의 수평을 맞출 수 있게 한 물탱크 시공용 보조받침대에 관한 것으로, 콘크리트기초의 상부에 기초부재를 설치하고, 상기 기초부재의 상부에 물탱크를 설치하되, 상기 기초부재의 하부에 설치되어 기초부재를 지지하는 보조받침대로, 서로 대향되는 면에 경사지게 형성된 높이조절부가 형성된 두 개의 높이조절받침과, 상기 높이조절받침의 상부에 설치되는 지지본체로 이루어져, 높이조절받침의 높이조절부가 서로 겹치는 위치에 따라 지지본체의 높이가 달라져 지지본채에 의해 지지되는 기초부재 전체가 높이가 일정하게 유지되게 하는 것을 특징으로 한다.

Deep soft soil foundation separating cabin type raft culvert structure and connecting structure

本发明涉及土建施工领域，尤其是一种实现涵洞沉降较小、弱透水的深厚软土地基隔仓式船筏涵洞结构及连接结构。本发明解决其技术问题所采用的技术方案是：深厚软土地基隔仓式船筏涵洞结构，包括箱涵基础单元，所述箱涵基础单元包括至少一个基础隔舱，所述基础隔舱内部为中空的结构，所述箱涵基础单元还包括至少一个箱涵结构，基础隔舱与箱涵结构之间互相连接，箱涵结构通过基础隔舱所产生的浮力而得到支撑。本发明尤其适用于箱涵结构的施工之中。

Arch-type underground structure

According to one preferred embodiment of the present invention, an arch-type underground structure comprises base concrete parts which are placed or assembled on both end parts of the base ground, and composed of grooves formed on the upper sides thereof in the longitudinal direction and anchor bolts buried in the center parts of the grooves in the longitudinal direction at the constant distance apart to protrude upward; a first-step pipe which has a hollow pipe shape, a combining member combined on the lower side thereof such that both end parts of the combining member protrude, and combining holes formed at the center part of the protruding portions of the combining member, and allows the anchor bolts, installed in the grooves of the base concrete parts, to be combined with the combining holes of the combining member to be vertical or have predetermined angles; a filler which is one of concrete, high toughness cement complex, and mortar and filled in the first-step pipe; an end part burying block which is made of in-site concrete to bury the grooves of the base concrete parts and the lower combining parts of the first-step pipe; a second-step pipe which has a cross section smaller than that of the first-step pipe, has an arch-shaped hollow pipe shape, and both ends inserted into and combined with the upper side of the first-step pipe; a deck plate which is combined with the upper side of the second-step pipe; and a cut stone slab which is formed on the upper side of the deck plate.

Form paneling work for structure-burying ground

(57)【要約】本公報は電子出願前の出願データであるた め要約のデータは記録されません。

Apparatus for draining subsurface water

본 발명은 건축물의 기초 콘크리트층과 기초 콘크리트층 상부에 타설되는 상부보호 콘크리트층 사이에 유입되는 침투수를 집수하여 집수정으로 배출할 수 있도록 된 지하수 배수장치에 관한 것으로서, 상부 보호 콘크리트층과 기초콘크리트층 사이에 설치되며 제1베이스 플레이트와 제1베이스 플레이트로부터 인입되어 하방으로 돌출된 복수개의 제1지지기둥을 포함하는 메인 배수판부재와, 메인 배수판 부재 하부에 설치되며 제2베이스플레이트와, 제1지지기둥이 각각 삽입될 수 있게 제2베이스 플레이트로부터 인입되어 하방으로 돌출된 복수개의 제2지지기둥을 갖되 제2지지지둥에 제1지지기둥이 지지되게 삽입된 상태에서 제2베이스 플레이트가 제1베이스플레이트에 대해 하방으로 이격되어 제1베이스 플레이트와의 사이에 단열공간층을 형성할 수 있도록 된 단열 배수판부재를 구비한다. 이러한 지하수 배수장치에 의하면 상부 보호 콘크리트층과 기초 콘크리트층의 사이에 형성된 단열 공기층에 의해 상부 보호 콘크리트층으로의 결로, 습기 또는 누수의 억제 효과가 향상된다.

Construction work for foundation

(57)【要約】本公報は電子出願前の出願データであるた め要約のデータは記録されません。

Module for a structure

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

Bottom foundation base construction method of small scale prefabricated storage

본 발명은 바닥측 조립 자재간의 조립이 뛰어나고 벽체를 지지하기에 안정적이고 견교한 바닥 구조가 되도록 한 소규모 조립식 창고의 바닥 기초 베이스의 시공 방법을 제공한다. 본 발명의 적절한 실시 형태에 따른 소규모 조립식 창고의 바닥 기초 베이스는, 지면에서 설치될 창고 바닥의 면적보다 적어도 큰 면적에 일정 깊이로 굴착한 후 면 레벨 잡고 다짐한 후 골재를 채워서 시공된 기초 골재층과; 상기 기초 골재층의 상면에 방수를 위해 방수시트가 설치된 방수층과; 상기 기초 골재층의 상면에 코너를 포함한 적정 개소마다 배치된 베이스 디딤블럭과; 상기 베이스 디딤블럭이 설치된 가장자리의 변을 따라 거푸집을 설치한 후 상기 베이스 디딤블럭을 포함한 설치 영역의 내부로 베이스 디딤블럭의 높이에 해당하는 만큼 콘크리트를 타설하여 시공된 기초 콘크리트 베이스와; 상기 기초 콘크리트 베이스의 둘레를 따라 사각 형태로 배치된 바닥 각형프레임과; 상기 바닥 각형프레임의 상면에 안착된 바닥 프로파일; 및 일단이 앵커볼트에 의해 베이스 디딤블럭 및 기초 콘크리트 베이스에 고정하고, 타단이 볼트 결합을 통해 바닥 프로파일과 바닥 각형프레임에 고정된 앵글 브라켓을 포함한 것을 특징으로 한다. The present invention provides a method of constructing a bottom foundation base of a small prefabricated warehouse, wherein the assembly between the bottom side assemblies is excellent and the bottom structure is stable and supportive of supporting the wall. The bottom foundation base of the small-sized prefabricated warehouse according to a preferred embodiment of the present invention is constructed by excavating the bottom foundation base at an area at least larger than the area of the bottom of the warehouse to be installed at the ground level, grasping the level, grasping the aggregate, ; A waterproof layer provided on an upper surface of the foundation aggregate layer and provided with a waterproof sheet for waterproofing; A base foundation block disposed on an upper surface of the foundation aggregate layer for each suitable portion including a corner; A base concrete base installed with concrete inserted thereinto in the installation area including the base building block after installing the mold along the side of the edge where the base building block is installed; A bottom square frame disposed in a rectangular shape along the periphery of the foundation concrete base; A bottom profile seated on an upper surface of the bottom rectangular frame; And an angle bracket having one end fixed to the base foundation block and the foundation concrete base by the anchor ...

PREFABRICATED RECTANGULAR CONCRETE SLAB WITH FLANGES THAT MAKE A LIFE AROUND THE SLAB

En prefabricerad rektangulär betongplatta (3) i ett plan innefattar en första sida (1), en andra sida (2) och fyra kanter (4). Kanterna (4) vid nämnda första sida (1) har utmed betongplattans plan flänsar (5) runtom betongplattan och att kanterna (4) vid nämnda andra sida (2) har utmed betongplattans plan flänsar (6) runtom betongplattan. Flänsarna (5, 6) vid nämnda första sida (1) och vid nämnda andra sida (2) tillsammans har en total tjocklek mindre än betongplattas tjocklek varvid mellanrummet mellan flänsarna (5, 6) utgör ett liv (7) runtom plattan (3). Flänsarna (6) vid nämnda andra sida (2) sträcker sig längre i betongplattans plan än flänsarna (5) vid nämnda första sida (1) så att ytan på nämnda andra sida (2) är större än ytan på nämnda första sida (1). A prefabricated rectangular concrete slab (3) in one plane comprises a first side (1), a second side (2) and four edges (4). The edges (4) at said first side (1) along the plane of the concrete slab have flanges (5) around the concrete slab and that the edges (4) at said second side (2) along the plane of the concrete slab have flanges (6) around the concrete slab. The flanges (5, 6) on said first side (1) and on said second side (2) together have a total thickness less than the thickness of the concrete slab, whereby the space between the flanges (5, 6) forms a web (7) around the slab (3) . The flanges (6) at said second side (2) extend further in the plane of the concrete slab than the flanges (5) at said first side (1) so that the surface of said second side (2) is larger than the surface of said first side (1) .

A building system

The present invention relates to a building system and a method of making and assembling the building system. In particular, the present invention relates to a footing for a building structure, the footing comprises a plurality of precast concrete layers, each precast concrete layer comprising reinforcement bars and a plurality of apertures. The footing further comprises a base structure comprising a base plate and a plurality of alignment bars protruding from the base plate. The footing is configured such that when the plurality of precast concrete layers are positioned on top of one another, the plurality of alignment bars of the base structure extend through the respective apertures of each precast concrete layer. Furthermore, the present invention relates to a building structure having one or more building modules.

Concrete brick-sandwiched folded plate foundation

本发明公开了一种混凝土夹砖折板基础，其特征是混凝土夹砖折板基础下部为预制混凝土板，预制混凝土板上面设置砖砌体，砖砌体上面设置现浇混凝土板，相邻折板交脊部位设置基础梁，基础梁与现浇混凝土板一体浇筑成型。混凝土夹砖折板基础水平段预制混凝土板下面设置钢筋承力体，钢筋承力体上面设置砂石垫层，钢筋承力体由三根至六根钢筋焊接而成，首节钢筋承力体做成尖头，每根钢筋承力体进入硬土层。折板基础中左边缘和右边缘的钢筋承力体作为电渗极。

Prefabricated raft-shaped foundation component, assembled raft-shaped foundation and house

本发明涉及一种预制筏形基础构件，包括预制的方形底板以及预制在所述方形底板上的十字梁，所述十字梁的四个端部分别延伸至所述方形底板的四个边部处，所述十字梁的四个端部均延伸形成有翼缘板，所述翼缘板的板面与对应侧的底板边部平行，于所述翼缘板上设有螺栓装配孔和/或预埋有装配螺栓。另外还涉及采用该预制筏形基础构件的装配式筏形基础以及采用该装配式筏形基础的房屋。本发明可以实现筏形基础的装配化施工，能显著地缩短施工工期和施工成本；预制筏形基础构件可作为标准件进行预制生产、运输、储存及现场安装；采用螺栓装配结构实现相邻两筏形基础构件之间的拼接，连接结构可靠性和稳定性高，能保证筏形基础的服役效果。

A module for a structure

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.

Below-grade modular assembly

A modular assembly (20) is provided and includes a modular frame (28) to be installed at least partially below grade and at least two panels (34) attached to the modular frame (28), where the at least two panels (34) are made of a material that withstands lateral, vertical and shear forces generated by surrounding below grade materials. The modular frame (28) and the at least two panels (34) are joined together as a unit prior to installation.

A module for a structure

Structure lifting method by t-support member

PURPOSE: A structure lifting method using a T-shaped steel support is provided to improve stability and cost-efficiency by enabling the rapid installation of a lower reaction member. CONSTITUTION: A structure lifting method using a T-shaped steel support is as follows. T-shaped steel supports(200) are fixed to the side surfaces of a structure with an expanded foundation(100) using anchors(110). The T-shaped steel support comprise multiple side support plates(210) and connecting support plates(220). A hollow pipe(120) is fixed between the T-shaped steel supports. Lower reaction members(410) are installed in the T-shaped steel supports around the hollow pipe. Spread concrete(C) is placed to bury the T-shaped steel supports, the hollow pipe, and the lower reaction members therein, and the open top surface of the hollow pipe, and the tops of the lower reaction members are exposed to the outside. Reaction support bodies are installed in the exposed lower reaction members using connectors(430). Insertion bodies(300) are inserted into the hollow pipe. An insertion unit(460) is installed between the top ends of the insertion bodies and the top support body(440) of the reaction support bodies. The insertion bodies are inserted into the ground through the hollow pipe.

Integrated footings

A low impact foundation system requiring little or no excavation, and allowi ng for the preservation of soil and drainage characteristics of the site upon which it is erected. The system utilizes small obliquely driven piles in combination with footing or otherwise footing components designed to engage a foundation wall and replace the common footing typically constructed below such walls.

Ribbed foundation for superstructures and method for producing the foundation.

La presente invención se refiere a un sistema de cimentación de hormigón armado para la ejecución de superestructuras que transmiten puntualmente grandes cargas axiles, esfuerzos cortantes y/o momentos flectores, como pueden ser los aerogeneradores. La cimentación objeto de esta invención está formada por una losa superior de hormigón armado vertido "in situ", de planta poligonal o circular, rigidizada inferiormente por nervios de hormigón armado de sección rectangular o trapecial dispuestos radialmente. El procedimiento prevé que dichos nervios se ejecuten con hormigón "in situ" o bien se realizan mediante prefabricados, trabajando siempre solidariamente con la losa superior. Esta nueva cimentación reduce considerablemente los costes de ejecución de las cimentaciones tradicionales para este tipo de superestructuras, mejorando considerablemente los plazos de terminación.

A module for a structure

A construction module for a structure, comprising: a formwork member that includes a base, a pair of parallel side walls that extend upwardly from the base, and a pair of parallel end walls. The base, the side walls and the end walls define a cavity for reinforcement and concrete. A reinforcement member includes an upper portion and a lower portion. When the reinforcement member is located in the cavity and concrete fills the cavity, the lower portion of the reinforcement member and the concrete define an elongate beam.