Rockfall protection system

A rockfall protection system may include a plurality of supports that each have a support head, along with a catch net, an upper support cable guiding an upper edge of the catch net at the support heads, and an upper central cable and a lower central cable guiding the catch net in a central support area of the supports. The lower central cable may be tensioned using side anchors provided with at least one braking element. The system may also include a lower support cable guiding a lower edge of the catch net and being guided together with the lower edge of the catch net on the downhill side of and separated from the supports. The braking element may be connected to the side anchor and to the central cable by a cable loop. The side anchor and central cable may be connected via a predetermined breaking point.

Safety net

A method for producing a safety net, to a safety net, and to the use of such a safety net for protection from avalanches, falling rock or timber, mudslides, earth flows, or for slope protection. In the inventive method, firstly at least a first net element and at least a second net element are individually produced, self-contained, from respectively at least one rope, and are arranged parallel to each other and at a distance apart in a longitudinal direction of the safety net to be formed. Then the two net elements are connected to each other with the aid of at least one connecting rope, wherein the connecting rope is guided between the first and the second net element such that a self-contained connecting net element is obtained.

Artificial reef and process for forming such an artificial reef

A process for forming an artificial reef includes forming a form having a geometric shape, applying at least one blockout onto a surface of the form such that the blockout extends outwardly of the surface of the form, applying a sprayable concrete over the form and over a portion of the blockout, curing the sprayable concrete on the form for a period of time such that the sprayable concrete adheres to the blockout, and removing the cured sprayable concrete and the blockout from the surface of the form. The blockout is of a cast concrete material such as a cinder block. The blockout has openings therein so as to open to an interior of the artificial reef.

STREAM DEBRIS RESTRAINING STRUCTURE

A structure for restraining debris in a stream, including lateral walls, which delimit between them a flow section in a bed of the stream. This flow section includes an upper portion that includes set between the lateral walls, a structure for retaining material arriving from upstream, and a lower portion that identifies an opening for outflow. 1. A structure for restraining debris in a stream , the structure comprising:lateral walls which define wings extending from banks of the stream inwards and delimiting between them a flow section comprised in a bed of said stream, wherein said flow section includes an upper portion comprising a retaining structure, set between said lateral walls, for retaining material arriving from upstream and a lower portion defining a horizontal slit for outflow, the horizontal slit extending from a first one of the lateral walls to a second one of the lateral walls.2. The structure according to claim 1 , wherein said retaining structure comprises a reticular structure.3. The structure according to claim 1 , wherein said lateral walls delimit said flow section extending the flow section to an entire width of the bed of the stream.4. The structure according to claim 1 , wherein said lateral walls extend in the bed of the stream and delimit said flow section limiting the flow section to a partial width of said bed.5. The structure according to claim 1 , wherein said flow section is delimited at a bottom thereof by a slab.6. The structure according to claim 2 , wherein said reticular structure comprises a metal wire net.7. The structure according to claim 2 , wherein said reticular structure comprises elastic rings.8. The structure according to claim 2 , wherein said reticular structure comprises a net of ropes.9. The structure according to claim 5 , wherein said slab and/or flow section are made of concrete or steel-cladded concrete or with bound rocks or boulders.10. The structure according to claim 1 , wherein said retaining structure is ...

MODULAR WAVE-BREAK AND BULKHEAD SYSTEM

A modular wave-break includes a wall, a base attached to the wall, and an anchor attached to the base. The wall includes a set of dissipating holes integrally formed in the wall and a set of passage holes integrally formed in the wall. Reinforcing structural rods may be embedded in the wall, the base, and the anchor to provide strength. Mounting holes in the base enable the modular wave-break to be secured to a water bottom surface. Multiple modular wave-breaks may be interconnected to form a single wave-break. In an alternate embodiment, a water control structure provides for management of the water table of a wetland area. The water control structure includes a panel comprising a wall, a base attached to the wall, an anchor attached to the base, and a flow hole through the wall. Multiple panels are connected in series to create a water tight water control structure. 1. A modular wave-break comprising:a wall attached to a base, where the base extends generally perpendicularly from the wall;an anchor attached to the base;a set of dissipating holes in the wall;a set of passage holes in the wall;a set of upper structural bars embedded within the wall and the base;a set of lower structural bars embedded within the base and the anchor, where each upper structural bar of the set of upper structural bars is offset along the width from each lower structural bar of the set of lower structural bars; and,wherein each of the dissipating holes of the set of dissipating holes is between each upper structural bar of the set of upper structural bars.2. The modular wave-break of claim 1 , wherein a diameter of each passage hole of the set of passage holes is at least twice a diameter of each dissipating hole of the set of dissipating holes.3. The modular wave-break of wherein the set of dissipating holes is at least twice as large as the set of passage holes.4. The modular wave-break of claim 1 , further comprising:a first set of eyebolts connected to the wall.5. The modular wave- ...

High-strength wire mesh and rock fall prevention net

A high-strength wire mesh formed by a wire having a tensile strength exceeding 2200 MPa, and having an amount of deflection of 707 mm or greater as a net body under the following conditions, conditions: a length of a cantilever beam that supports the net body in a line wire direction in a cantilevered state is 1000 mm, and an amount of displacement in a vertical direction of a free end at this situation is defined as the amount of deflection. In this manner, a high-strength wire mesh that is formed by a wire with a high tensile strength and that also has the followability to the unevenness of the slope surface is provided.

Method for landslide slope consolidation

FIELD: hydraulic engineering. SUBSTANCE: method used in erecting ground embankments and consolidation of ground shore slopes of sea, reservoirs, lakes, rivers from destructive effect of waves and water flows involves stepped terracing of slope, installation of anchors, anti-washing screen, stop gabion blocks, and fastening the latter to anchors. Novelty is that stepped terracing of slope is effected so that intersection lines of berms and slope parts of overlying terraces were beyond slope failure plane; after that vertical anchors are installed in base and on berms of terraces; then stop gabion blocks are arranged and fastened to vertical anchors; then anti-washing screen and flexible erosion-preventive coverings are made and joined to stop gabion blocks. EFFECT: improved stability of landslide slope during wave disturbance. 3 dwg Аз ЕАгс ПЧ сэ (19) РОССИЙСКОЕ АГЕНТСТВО ПО ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ ВИ "” 2 171 875. (51) МПК? 13) С2 Е 02 О 17/18, 17/20, 29/02 12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21), (22) Заявка: 98116255/03, 25.08.1998 (24) Дата начала действия патента: 25.08.1998 (43) Дата публикации заявки: 20.07.2000 (46) Дата публикации: 10.08.2001 (56) Ссылки: УР 3-79486 А, 19.12.1991. ЗЦ 1710666 АЛ, 07.02.1992. $Ц 1740553 АЛ, 15.06.1992. КОИ 94010170 АЛ, 27.11.1995. КЦ 2103440 СЛ, 21.01.1998. СВ 1542438 А, 21.03.1979. $ 4278364 А, 14.07.1981. 9$ 5620283 А, 15.04.1997. ЕР 0717150 А\, 19.06.1996. \О 84104168 А, 06.12.1984. ГИНЗБУРГ Л.К. Противооползневые удерживающие конструкции. - М.: Стройиздат, 1979, с.8, 22-28. (98) Адрес для переписки: 346409, Ростовская обл., г. Новочеркасск, ул. Троицкая, 16, кв.2, В.М.Федорову (71) (72) (73) Заявитель: Федоров Вадим Матвеевич, Нестеренко Евгений Сергеевич, Шевченко Константин Иванович Изобретатель: Федоров В.М.., Нестеренко Е.С., Шевченко К.И. Патентообладатель: Федоров Вадим Матвеевич, Нестеренко Евгений Сергеевич, Шевченко Константин Иванович (54) СПОСОБ УКРЕПЛЕНИЯ ОПОЛЗНЕВОГО СКЛОНА (57) ...

Противооползневое сооружение комбинированной конструкции

Изобретение относится к гидротехническому строительству и может быть использовано для защиты прибрежных зон, дорог и других народно-хозяйственных объектов от оползней и обрушений грунтовых массивов. В противооползневом сооружении на основании обрушаемого откоса устроена подготовка из гибких тюфяков, которые выполнены из плотных рядов легких фашин, уложенных нормально к линии уклона откоса. Сверху гибких тюфяков устроено крепление из габионных тюфяков с дренажными устройствами, состоящими из легких фашин и перфорированных труб, уложенных чередующимися рядами и завернутых в габионную сетку. Гибкие тюфяки в основании и габионные тюфяки сверху них связаны между собой оцинкованной металлической проволокой диаметром 2,5-3 мм. Вдоль подошвы обрушаемого откоса устроена дренажная призма из каменной наброски. Выше откосного крепления из гибких и габионных тюфяков устроено дополнительное крепление с малым уклоном из аналогичных габионных тюфяков с дренажными устройствами. Габионные тюфяки откосного и дополнительного креплений прочно перевязаны с помощью арматурной проволоки, и прикреплены к железобетонным анкерам, устроенным через определенное расстояние друг от друга в устойчивом грунте за обрушаемым массивом откоса. Обеспечивается надежная защита различных объектов, расположенных под склонами и откосами, где возможны оползни и обрушения грунтовых массивов. 1 з.п. ф-лы, 4 ил. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2 527 034 C1 (51) МПК E02B 3/12 (2006.01) E02D 17/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ (21)(22) Заявка: ИЗОБРЕТЕНИЯ К ПАТЕНТУ 2013106347/13, 14.02.2013 (24) Дата начала отсчета срока действия патента: 14.02.2013 (45) Опубликовано: 27.08.2014 Бюл. № 24 (56) Список документов, цитированных в отчете о поиске: RU 97109719 A, 20.05.1999. RU 2 5 2 7 0 3 4 R U (54) ПРОТИВООПОЛЗНЕВОЕ СООРУЖЕНИЕ КОМБИНИРОВАННОЙ КОНСТРУКЦИИ (57) Реферат: Изобретение относится к гидротехническому диаметром 2,5-3 мм. Вдоль подошвы строительству и может ...

Circulating water velocity regulation of a drainageway and arsenic acid prevention structure

본 발명은 도로변 및 산 비탈면 등에 설치되는 배수로의 구조에 관한 것으로, 더욱 상세하게는 일정한 경사면을 이루며 설치되는 배수로 내에 소정 크기의 구멍이 뚫린 단턱을 설치하여 우수의 량에 따라 유속을 완충 조절시키므로, 종래의 배수로 바닥에 부딪혀 비산되는 물을 억제하여 배수로를 월류하는 물을 량을 줄이므로서 배수로의 주변의 토사 유실을 방지하고 산사태 등과 같은 자연재해를 미연에 방지할 수 있는 비탈면 배수로의 유속 조절 및 비산 방지 구조에 관한 것이다. The present invention relates to a structure of a drainage passage installed on a roadside and a mountain slope, and more particularly, to a drainage passage provided with a constant inclined surface, in which a stepped hole having a predetermined size is provided so as to dampen the flow rate according to the amount of stormwater, By reducing the amount of water that flows over the drainage channel by suppressing the water that is scattered by bumping into the floor with the conventional drainage, it is possible to prevent the loss of the soil around the drainage line and to control the flow rate of the slope drainage line which can prevent natural disasters such as landslides Scattering prevention structure.

SUPPORT STRUCTURE AND CONSTRUCTION METHOD FOR TWO-STAGE HIGH-SPEED CLOSING TUNNEL WITH INVERTED ARCH

Pipe type surface collapse prevention facility and construction method of pipe type surface collapse prevention facility

Способ укрепления откосов высоких уступов ломаного профиля от осыпания

ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß (19) RU (11) 2004 131 307 (13) A (51) ÌÏÊ E02D 17/20 (2006.01) ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÇÀßÂÊÀ ÍÀ ÈÇÎÁÐÅÒÅÍÈÅ (21), (22) Çà âêà: 2004131307/03, 25.10.2004 (43) Äàòà ïóáëèêàöèè çà âêè: 10.04.2006 Áþë. ¹ 10 (72) Àâòîð(û): Êîíîâàëåíêî Âèêòîð ßêîâëåâè÷ (RU), ×åðíîâ Âàëåðèé Ãðèãîðüåâè÷ (RU) R U Àäðåñ äë ïåðåïèñêè: 678170, Ðåñïóáëèêà Ñàõà (ßêóòè ), ã. Ìèðíûé, óë. Ëåíèíà, 39, èíñòèòóò ßêóòíèïðîàëìàç ÀÊ "ÀËÐÎÑÀ" (ÇÀÎ) (71) Çà âèòåëü(è): Àêöèîíåðíà Êîìïàíè "ÀËÐÎÑÀ" (çàêðûòîå àêöèîíåðíîå îáùåñòâî) (RU) (54) ÑÏÎÑÎÁ ÓÊÐÅÏËÅÍÈß ÎÒÊÎÑΠÂÛÑÎÊÈÕ ÓÑÒÓÏΠËÎÌÀÍÎÃÎ ÏÐÎÔÈËß ÎÒ R U A 2 0 0 4 1 3 1 3 0 7 A (57) Ôîðìóëà èçîáðåòåíè Ñïîñîá óêðåïëåíè îòêîñîâ âûñîêèõ óñòóïîâ ëîìàíîãî ïðîôèë îò îñûïàíè , âêëþ÷àþùèé óêëàäêó ïîïåðå÷íûõ ýëåìåíòîâ ïî îòêîñó óñòóïà íà òðîñàõ, æåñòêî çàêðåïëåííûõ çà êîð íà âåðõíåé áåðìå óñòóïà, îòëè÷àþùèéñ òåì, ÷òî ïðåäâàðèòåëüíî ñ âåðõíåé áåðìû óñòóïà áóð ò íàêëîííûå ñêâàæèíû äî âûõîäà íà îòêîñ óñòóïà, íàâåøèâàþò ñåòêó, ÷åðåç ñêâàæèíû ïðîïóñêàþò òðîñû, à óêëàäêó ïîïåðå÷íûõ ýëåìåíòîâ âåäóò ñ íèæíåé áåðìû. Ñòðàíèöà: 1 RU 2 0 0 4 1 3 1 3 0 7 ÎÑÛÏÀÍÈß

Device and method for evaluating cement paste condensation quality of slide-resistant pile

本发明涉及一种抗滑桩水泥浆凝结质量评价装置，至少包括：反应器，具有一用于容置水泥浆的压力腔，且压力腔连接有至少一个压力室，通过压力室能够模拟水泥浆处于不同地层深度下的压力状态及地层流体侵入状态；热量供给单元，用于向压力腔提供对应于不同地层深度下的温度状态，其中，反应器顶部压力室连接一用于向该压力室注入加压流体的输入管线，反应器侧面的压力室连接有多条输入管线，其中至少一伸入水泥浆的输入管线被配置为第一测管，至少另一伸入反应器侧面压力室中的输入管线被配置为第二测管，其中，反应器表面设置有分别用于观察第一测管和/或第二测管的第一可视窗口和第二可视窗口。本发明还涉及一种水泥浆凝结质量评价方法。

A kind of slope reinforcement system

本实用新型公开了一种边坡加固系统，包括在边坡的稳定岩体内沿边坡纵向设置的至少一条排水洞，在边坡上、对应排水洞开挖有至少一条施工支洞，施工支洞一端与排水洞连通、另一端与外界连通；在排水洞上间隔设有多条伸入边坡的不良地质体内的盲洞，且每条盲洞均与其所在的排水洞连通；排水洞、施工支洞、以及盲洞上均设有贯通的过水孔；在排水洞与地面之间设有对穿锚索，每一根对穿锚索均穿过不良地质体，对穿锚索一端与排水洞固定连接、另一端与地面固定连接。本实用新型可有效的降低地下水位，提高监测的准确性和完整性，有效的增大了软弱结构面的相关参数，增大了边坡的稳定性。整个系统相互联系成一个整体发挥作用，共同提高边坡稳定性。

Suitable for the piling pore-forming drill bit of hard rock-soil layer

提供一种适用于硬质岩土层的打桩成孔钻头，包括钻杆接头和锥体管，锥体管锥形大头端与钻杆接头连接，锥体管锥形小头端上固定连接有锥帽，锥帽上设有岩土输出缺口所述锥帽上表面固定有多个钻齿，锥体管外表面上轴向固定有叶片。本发明是一种适用于打桩地质硬度比较高的硬质岩土层，钻头磨损慢，延长钻头使用寿命，引孔速度明显加快，提高了工程进度。

Pile yarn composition for artificial turf that is easy to reduce carbon and collect fine dust, and pile yarn made from the composition

The present invention relates to a composition for obtaining pile yarn for artificial turf to easily reduce carbon and collect fine dust based on biomass synthetic resin containing diatomite. The composition comprises: 0.01-5 parts by weight of diatomite of a powder form with a 150 mesh size and 0.01-10 parts by weight of pigment based on 100 parts by weight of the biomass synthetic resin including 20-25 wt% of a biomass complex. Also, the present invention relates to pile yarn for artificial turf manufactured by using the composition for obtaining pile yarn for artificial turf to easily reduce carbon and collect fine dust. The pile yarn for artificial turf to easily reduce carbon and collect fine dust of the present invention can reduce carbon dioxide by being manufactured by the composition containing the diatomite based on the biomass synthetic resin. The pile yarn for artificial turf includes a function of collecting, decomposing, and washing the fine dust; a function of reducing a stadium temperature by storing moisture; a function of preventing fungi and bacteria with anti-oxidant action; and a function of absorbing and eradicating the moisture in a body and epidermis of pests.

a reinforcement land method of construction to using tires

본 발명은 폐타이어의 형태, 크기, 구조 등 기하학적인 특성과 물리 및 화학적인 재료 특성을 가지는 폐타이어를 이용한 보강토 공법에 관한 것으로, 특히 트레이면에 다수의 구멍이 천공된 폐타이어를 다수개 적층하여 고정줄로 묶어 일체로 된 폐타이어 벽체를 성토된 경사면에 설치한 다음 상기 폐타이어의 벽체의 안정성을 유지하기 위하여 적층된 타이어 벽체의 뒷부분에 별로도 보강재 타이어판을 설치한 것에 관한 것으로 그 구성은 폐타이어의 트레이드 면의 소정 위치에 다수개의 구멍이 천공된 폐타이어를 다수개 적층시켜 트레이드 면에 천공된 구멍으로 고정수단을 통과시켜 결속된 폐타이어 용 전면판 벽체를 이용한 보강토 공법에 있어서, The present invention relates to a reinforcement earth process using waste tires having geometrical characteristics such as shape, size and structure of waste tires and physical and chemical material properties, and in particular, a plurality of waste tires having a plurality of holes perforated on the tray surface. To install the waste tire wall united in a fixed line on the inclined slope and then install a reinforcement tire plate separately on the rear part of the stacked tire wall to maintain the stability of the wall of the waste tire. In the reinforcement method using a front plate wall for waste tires, which is a stack of a plurality of waste tires perforated at a predetermined position on the trade surface of the waste tire, and is passed through the fixing means through the perforated holes in the trade surface. 상기 폐타이어의 한쪽 비드선과 측면부 일부를 절개하고 트레이드 면에는 서로 마주보게 4개의 구멍(3b)을 천공하여 형성된 보강재 타이어(1) 다수개를 평면으로 밀착시켜 트레이드 면에 천공된 구멍(3b)으로 비드선을 포함하여 상호 결속되도록 고정줄(4)로 연결하여 형성된 보강재 타이어판(5)과; One bead wire and a portion of the side surface of the waste tire are cut and a plurality of reinforcement tires 1 formed by drilling four holes 3b facing each other on the trade surface are in close contact with the plane to the holes 3b drilled on the trade surface. A reinforcement tire plate 5 formed by connecting with a fixing line 4 so as to bind to each other including a bead wire; 상기 보강재 타이어판(5)의 일단부를 전면판 벽체(7)의 타이어 뒷쪽에 천공된 구멍(3)으로 고정줄(4)을 통과시켜 연결된 일개의 보강토 벽체(8)를 성토된 경사면의 맨 하부 기초(13)위에 설치하되 상기 보강재 타이어판(5)은 전면판 벽체(7)의 위쪽으로 수평을 유지하도록 길게 늘어 놓고서 성토된 토사로 되메우기하여 다지는 것을 특징으로하는 폐타이어를 이용한 보강토 공법으로서, 이것은 보강재 타이어판들을 전면판 벽체의 뒤쪽으로 수평으로 넓게 설치한다음 성토된 ...

WIRE ANCHOR WITH TAPED TIP

1. Проволочный анкер с коническим наконечником, включающий укладку внахлест плетеной сетки путем разматывания рулонов длинной стороной поперек направления движения склона с закреплением на откосе анкерами с наконечниками, отличающийся тем, что проволочный анкер имеет конический наконечник с направляющим стержнем, принимающим в рабочем положении направление совпадающее с проволокой, которая прикрепляется к противооползневому сооружению ! 2. Проволочный анкер с коническим наконечником по п.1, отличающийся тем, что боковая поверхность конического наконечника имеет вогнутую поверхность, образующая которой выполнена с постепенным увеличением угла и описывается уравнением ! ! где R - радиус основания конического наконечника, β - конечный угол поворота касательной к кривой образующей, β<90°. ! 3. Проволочный анкер с коническим наконечником по п.1, отличающийся тем, что ось анкера к нормали поверхности откоса имеет небольшой угол отклонения α, α=5÷20°. ! 4. Проволочный анкер с коническим наконечником по п.1, отличающийся тем, заглубление анкера в грунт ниже поверхности зависит от мощности удерживаемого пласта и колеблется в пределах 0,5÷2,5 м. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2011 117 973 (13) A (51) МПК E02D 29/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2011117973/03, 04.05.2011 A 2 0 1 1 1 1 7 9 7 3 R U где R - радиус основания конического наконечника, β - конечный угол поворота касательной к кривой образующей, β<90°. 3. Проволочный анкер с коническим наконечником по п.1, отличающийся тем, что ось анкера к нормали поверхности откоса имеет небольшой угол отклонения α, α= 5÷20°. 4. Проволочный анкер с коническим наконечником по п.1, отличающийся тем, заглубление анкера в грунт ниже поверхности зависит от мощности удерживаемого пласта и колеблется в пределах 0,5÷2,5 м. Ñòð.: 1 ru A (57) Формула изобретения 1. Проволочный анкер с коническим наконечником, включающий укладку внахлест плетеной сетки путем ...

A kind of friction pile of slope treatment

本发明属于抗滑桩技术领域，尤其涉及一种边坡治理的抗滑桩，它包括成型桩、对成型桩进行进一步固定的锚杆、对锚杆安装进行定位的定位安装机构；本发明中在桩体上开有两个上下斜向分布的方形槽和通槽，将方形槽和通槽设计成斜向分布，可以保证锚杆在向下插入经过桩体的时候可以顺利通过桩体，不会导致锚杆与桩体发生干涉；而且本发明设计的锚杆，锚杆上安装的触发倒刺在驱动卡快移动的过程中只是简单的通过一个连接滑块连接，结构简单，易维修，且容易铸造；同时本发明中通过简单的设计一个倒刺，通过提高倒刺的强度和大小，提高倒刺对锚杆的拉力，即提高锚杆对桩体的稳固性。

Landslide body side slope ecological restoration structure and method

本发明公开了一种滑坡体边坡生态修复结构及修复方法，包括：蓄水池，设置有多个，挖设在滑坡体坡面上；还包括底部岩石层，由铺设在滑坡体坡底的平地上的大块岩石组成；土工布，铺设在底部岩石层的表面；排水管，设置在土工布上，排水管沿着垂直滑坡体的方向水平且均匀设置，每个蓄水池的出水口均设置有抽水泵，抽水泵的两端均连接有引水管，引水管的另一端与排水管连接，最后还有上部岩石层，由铺设在排水管上方的小块岩石组成，钢筋骨架穿过上部岩石层设置；还有土工格室客土栽培层，设置在上部岩石层上；本发明公开的边坡生态修复结构及方法具有良好的滑坡体边坡生态修复效果。

Wire netting for gravel structure enclosing and for soil surface layer protection and device for netting production

FIELD: equipment for securing of slopes or inclines. SUBSTANCE: netting woven of corrosion-resistant wires is lied on soil surface or secured in substantially vertical position on slope. Wire for netting production is made of high-strength steel having nominal strength of 1000 - 2200 N/mm 2 . Twisted wire or wire of spring steel is used for netting forming. Method of netting production with the use of spiral curved wires involved feeding wires of high-strength steel at predetermined angle, which is equal at least to (α), to bending mandrel; repeatedly pushing wire along longitudinal axis thereof upwards to mandrel; bending wire through 180 o for desired length L around mandrel for imparting spiral shape to wire. Mandrel for wire bending is located such that a gap is created between mandrel and guiding area. Bending unit bends wire during rotation thereof, wherein wire is fed at angle (α). Device has feeding means for pushing wire for the length L along longitudinal axis thereof into guiding area. EFFECT: reduced cost, decreased material consumption, possibility of netting mass distribution, easy assembling on embankment or gravel counterfort. 10 cl, 14 dwg Еэчессс ПЧ сэ (19) РОССИЙСКОЕ АГЕНТСТВО ПО ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ ВИ "” 2 229 561 ' (51) МПК? 13) С2 Е 02 О 17/20 12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21), (22) Заявка: 99124812/03, 02.02.1999 (24) Дата начала действия патента: 02.02.1999 (30) Приоритет: 25.02.1998 СН 465/98 (43) Дата публикации заявки: 10.10.2001 (46) Дата публикации: 27.05.2004 (56) Ссылки: УР 58-002295 В, 07.03.1983. КУ 2067510 СЛ, 10.10.1996. 4$ 2621702 А, 16.12.1952. 54 697668 А, 15.11.1978. КУ 2075570 СЛ, 20.03.1997. КЦ 2080672 СЛ, 27.05.1997. КО 94004920 АЛ, 20.04.1996. ЕК 2669047 А, 15.05.1992. ЕР 0491195 АЛ, 24.06.1992. (85) Дата перевода заявки РСТ на национальную фазу: 25.11.1999 (86) Заявка РСТ: СН 99100044 (02.02.1999) (87) Публикация РСТ: \М/О 99/43894 (02.09.1999) (98) Адрес для переписки: 129010, Москва, ул. ...

Anti-slide pile for slope treatment

本发明属于抗滑桩技术领域，尤其涉及一种边坡治理的抗滑桩，它包括成型桩、对成型桩进行进一步固定的锚杆、对锚杆安装进行定位的定位安装机构；本发明中在桩体上开有两个上下斜向分布的方形槽和通槽，将方形槽和通槽设计成斜向分布，可以保证锚杆在向下插入经过桩体的时候可以顺利通过桩体，不会导致锚杆与桩体发生干涉；而且本发明设计的锚杆，锚杆上安装的触发倒刺在驱动卡块移动的过程中只是简单的通过一个连接滑块连接，结构简单，易维修，且容易铸造；同时本发明中通过简单的设计一个倒刺，通过提高倒刺的强度和大小，提高倒刺对锚杆的拉力，即提高锚杆对桩体的稳固性。

The preparation method of groundwater resources retracting device in landslide deep layer draining and sliding mass

本发明提供了一种滑坡深层排水及滑坡内地下水资源回收装置及制作方法，该装置包括抗滑桩，抗滑桩与滑坡方向相垂直的一个侧壁上或者两个侧壁上设有集水洞，或者在抗滑桩底部设置集水洞；集水洞侧壁上分别设有多个一端与集水洞相通的疏水管，集水洞内设有能将集水洞内的水排出的排水机构。按现有方法开挖桩井后，在与滑坡方向相垂直的一个侧壁上或者两个侧壁上开挖集水洞，或者在桩井底部设置集水洞，在集水洞内安装排水机构，将排水机构的出水端从桩井中伸出，浇筑桩井，制得水资源回收装置。本发明回收装置依托于抗滑桩设置集排水设施，解决了滑坡深层排水及滑坡体内地下水资源回收利用的问题，有效降低滑面处地下水位、提高滑坡稳定性。

Model test apparatus and method of a kind of freeze thawing to rock slope with along layer near cut deformation effect

本发明涉及一种冻融对顺层岩质边坡变形影响的模型试验装置及方法，包括倾斜设置的U型坡台，所述U型坡台位于水平高端的一端的底部设有千斤顶，所述U型坡台位于水平低端的一端活动连接有缓冲平台，所述缓冲平台上设有排水孔；所述U型坡台的周边设有加热装置；所述U型坡台的两侧板的顶部均设有轨道，两个所述轨道上均设有多个滑动座，两个所述轨道上的所述滑动座一一对应通过横梁连接，所述横梁上设有多个百分表，本发明能有效改善现有装置不能调整顺层岩质边坡坡角、不能模拟冻融作用对顺层岩质边坡作用等问题，操作方便、监测直观等优点，对指导寒区顺层岩质边坡稳定性评价及处治具有重要意义。

Device for protection of river rock banks from wash-out

Изобретение относитс  к гидротехническому строительству и может быть использовано дл  защиты скальных берегов реки в нижних бьефах водосбросных сооружений . Цель изобретени  - повышение эффективности работы. Устройство выполнено из стальных стержней 1, омоноличен- ных твердеющим раствором 2 в скважинах 3, пробуренных в грунте 4 вдоль линии креплени  берега 5. Стержни 1 в своей средней части соединены с устроенной в штольне 12 железобетонной балкой 13, скрепленной с грунтовым массивом 4 с помощью анкеров 14, замки 15 которых расположены в глубине грунтового массива 4 за пределами потенциальной поверхности 11 оползани  склона берега 5. После размыва берега до стержней 1 устройство начинает работать как двухпролетна  железопородна  (аналогично железобетонной) плита, армированна  стержн ми 1. 1 ил. Ј The invention relates to hydraulic construction and can be used to protect the rocky banks of a river in the downstream spillway structures. The purpose of the invention is to increase work efficiency. The device is made of steel rods 1, monolithic hardening mortar 2 in wells 3, drilled in the ground 4 along the shoreline 5. The rods 1 in their middle part are connected to a reinforced concrete beam 13 arranged in the tunnel 12 and bonded to the soil mass 4 using anchors 14, the locks 15 of which are located deep in the soil mass 4 outside the potential surface 11 of the landslide slope of the bank 5. After the bank erodes to the rods 1, the device begins to work as a two-span iron rock (similarly to zobetonnoy) plate, reinforcing rods 1 1. yl. J

Rock fall prevention anchor

Stope to interface ramp blasting

本发明涉及一种采场到界面坡光面爆破，其包括，爆破药物实验阶段，其在进行爆破前，对所使用的爆破药物量进行实验爆破；爆破孔设定阶段，设定爆破孔间隔，深度，孔洞，角度大小进行设定，对最小抵抗线进行设定；爆破药物填充阶段，其对爆破孔内进行药物填充，确定填充量；起爆阶段，对填充的爆破药物，按照顺序起爆；本发明，根据实际情况，进行实验爆破，定义对照爆破面积SO，并以此数据结合实际岩层硬度，对每一布置层的爆破孔间隔，角度，深度，填充药物量及最小抵抗线进行设计，提高了光面爆破各项参数的精确度，进而提高了光面爆破最终成型效果。

Flexible protective net device for rock burst

本发明涉及一种冲击地压柔性防护网装置，属于冲击地压技术领域，包括框体和支架，所述框体由支撑边和加固边围成，防护网通过支撑边和加固边固定在框体内部，所述防护网为柔性防护网；所述支撑边的两端开有铰接孔，支架通过支撑边尾端的铰接孔与框体尾端铰接；气弹簧的活塞杆通过支撑边前端的铰接孔与框体前端铰接；所述支架中部焊接凸台，气弹簧杆的末端与凸台铰接；所述气弹簧杆尾端的出气孔处安装有手动阀。本发明能够在发生岩石崩裂的冲击地压事故后，对碎石进行缓冲与承接，并且可手动实现一端防护网的升降，从而对防护网上的碎石进行缓慢释放，碎石的清理方式简单有效，从而可避免碎石清理时安全事故的发生。

Coastal sand-dune ecology restoring structure

PURPOSE: An ecological restoration structure for a coastal dune is provided to form a natural ecological structure by considering each geographical feature of a land dune portion, an incline portion, a sweater portion and a waterfront boundary portion. CONSTITUTION: An ecological restoration structure for a coastal dune(100) comprises: a submerged breakwater(110) installed to the end of the waterfront boundary portion to prevent the outflow of sand; a jetty(120) arranged to be spaced out from the submerged breakwater to stabilize waves flowing over the submerged breakwater; a sand collector(130) installed between the end of seawater and an incline portion to increase the accumulation of sand and to prevent the loss of sand at high tide; a coir roll(140) installed on an inclined area toward land from the sand collector to promote the growth of plants; and a vegetation mat(150) installed toward land to be adjacent to the coir roll and planted with plants on the surface.

Structure for preventing and treating landslide of steep gully landform

本实用新型涉及一种陡峭冲沟地形滑坡防治结构，包括：条形梁一、条形梁二、条形梁三和坡向支撑杆；条形梁三设置在与陡峭滑坡体的滑动面水平距离最长的坡面处，条形梁一设置在临近冲沟一侧的下部稳固坡体内，条形梁二靠近陡峭滑坡体的端部与条形梁三靠近陡峭滑坡体的端部之间设有坡向支撑杆。本实用新型的有益效果是：三根条形梁之间形成三角支撑体系，条形梁一利用下部稳固坡体提供支承力，结构简单稳固，对原有地貌环境扰动小；条形梁二设置抗滑桩和中空注浆锚杆，稳固陡峭滑坡体，提升了刚度和抗剪强度，锚杆外表面螺纹结构提高了锚固力；条形梁三采用土钉固定在陡峭滑坡体上，提高了被陡峭滑坡土体的强度和自稳性。

Arc-shaped sand dune to prevent local beach erosion and its construction method

국지적인 해빈침식을 방지하는 호형 모래조형물 및 그 시공방법이 개시된다. 본 발명의 국지적인 해빈침식을 방지하는 호형 모래조형물 및 그 시공방법은, 파랑에너지를 감소시켜 모래로 이루어진 해빈의 유실을 방지하기 위한 것으로, 고조해안선과 저조해안선 사이의 지면에, 소정의 높이와 폭으로 쌓아 형성되는 모래언덕을 포함하고, 상기 모래언덕은, 파랑의 입사방향에 대응되도록 육지면을 향하여 개방되는 호형을 이루거나, 고조해안선 또는 저조해안선과 평행한 직선 또는 파형으로 배치되는 것을 특징으로 한다. 본 발명에 의하면, 파랑에너지에 의해 모래가 유실되어 해빈폭이 감소하는 것을 방지하기 위한 호안과 저조해안선 사이 또는 고조해안선과 저조해안선 사이의 지면에 소정의 높이와 폭으로 쌓아 형성되는 것으로 파랑에너지를 줄임과 동시에 유실되는 모래를 모래언덕의 모래로 공급하여 해빈침식을 방지하는 효과를 제공할 수 있게 된다. Disclosed are an arc-shaped sand sculpture that prevents local sea erosion and a method of construction thereof. The arc-shaped sand sculpture and its construction method for preventing local seabed erosion of the present invention are to reduce wave energy to prevent the loss of seabed made of sand, and have a predetermined height and a predetermined height on the ground between the high tide coastline and the low tide coastline. It includes a sand dune formed by stacking it in width, wherein the sand dune has an arc shape that opens toward the land surface so as to correspond to the direction of incidence of the wave, or is arranged in a straight line or waveform parallel to the high tide coast line or the low tide coast line. do. According to the present invention, the wave energy is formed by stacking at a predetermined height and width on the ground between the shoreline and the low tide line or between the high tide shore line and the low tide shore line to prevent the reduction of the seabed width due to loss of sand due to wave energy. At the same time, it is possible to provide an effect of preventing sea erosion by supplying the lost sand as sand in the dunes.

Coral culture apparatus for promoting coral growth by reducing seawater acidity

本发明公开了一种利用离子交换技术降低海水酸度的珊瑚培养装置，属于珊瑚礁生态修复技术领域。它包括浮球、牵引绳、潜水泵、电源线、离子交换树脂储存器、阴离子交换树脂、固定圈、混凝土平台、尖锥、钩环、输水管、配水管、网格状珊瑚培养基、珊瑚幼株。其特征在于利用潜水泵将酸度较高的海水抽入离子交换树脂储存器，处理后的低酸度海水通过输水管输送到网格状珊瑚培养基处，经培养基内置的配水管向外均匀排出，使培养基附近海水维持在较低的酸度。本发明结合离子交换技术和珊瑚养殖技术，提供一种应对海水酸化问题、加快珊瑚个体生长的珊瑚培养装置，此设计可有效降低局部海水酸度，加快因海水酸化导致的珊瑚礁退化海域的生态修复工作。

Method for high broken-profile bench slope protection against landslide

FIELD: mining, particularly to consolidate or to protect pit sides against landslide during pit operation. SUBSTANCE: method involves laying transversal members connected to ropes along slope, wherein the ropes are fixedly secured to anchors located in upper bench berm; drilling inclined wells extending to bench slope; installing next anchor along lower edge of upper berm and drilling next inclined well cluster. Suspending net to bench slope and pulling down ropes from upper berm through drilled inclined wells so that the first rope ends extend from bench slope; lowering the rope ends to lower berm and securing thereof to transversal members arranged above the net, wherein the transversal members are installed beginning from lower berm; tightening the ropes and fastening the second rope ends to anchors. EFFECT: increased operational safety and decreased labor inputs for bench slope consolidation. 1 ex, 2 dwg ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß RU (19) (11) 2 277 153 (13) C1 (51) ÌÏÊ E02D 17/20 (2006.01) ÔÅÄÅÐÀËÜÍÀß ÑËÓÆÁÀ ÏÎ ÈÍÒÅËËÅÊÒÓÀËÜÍÎÉ ÑÎÁÑÒÂÅÍÍÎÑÒÈ, ÏÀÒÅÍÒÀÌ È ÒÎÂÀÐÍÛÌ ÇÍÀÊÀÌ (12) ÎÏÈÑÀÍÈÅ ÈÇÎÁÐÅÒÅÍÈß Ê ÏÀÒÅÍÒÓ (21), (22) Çà âêà: 2004131307/03, 25.10.2004 (24) Äàòà íà÷àëà îòñ÷åòà ñðîêà äåéñòâè ïàòåíòà: 25.10.2004 (45) Îïóáëèêîâàíî: 27.05.2006 Áþë. ¹ 15 (73) Ïàòåíòîîáëàäàòåëü(è): Àêöèîíåðíà Êîìïàíè "ÀËÐÎÑÀ" (çàêðûòîå àêöèîíåðíîå îáùåñòâî) (RU) (54) ÑÏÎÑÎÁ ÓÊÐÅÏËÅÍÈß ÎÒÊÎÑΠÂÛÑÎÊÈÕ ÓÑÒÓÏΠËÎÌÀÍÎÃÎ ÏÐÎÔÈËß ÎÒ 2 2 7 7 1 5 3 R U (57) Ðåôåðàò: Èçîáðåòåíèå îòíîñèòñ ê ãîðíîìó äåëó è ìîæåò áûòü èñïîëüçîâàíî äë ïîääåðæàíè èëè óêðåïëåíè ñêëîííûõ ê îñûïàíèþ óñòóïîâ êàðüåðà â ïåðèîä åãî ýêñïëóàòàöèè. Ñïîñîá óêðåïëåíè îòêîñîâ îò îñûïàíè âêëþ÷àåò óêëàäêó ïîïåðå÷íûõ ýëåìåíòîâ ïî îòêîñó óñòóïà íà òðîñàõ, æåñòêî çàêðåïëåííûõ çà óñòàíîâëåííûå íà âåðõíåé áåðìå óñòóïà êîð . Äë îáåñïå÷åíè óêðåïëåíè îòêîñîâ ñ âûñîêèìè óñòóïàìè ëîìàíîãî ïðîôèë ïîñëå óñòàíîâêè êîðåé íà âåðõíåé áåðìå áóð ò íàêëîííûå ñêâàæèíû äî âûõîäà íà îòêîñ óñòóïà, ïîñëå ÷åãî âäîëü íèæíåé áðîâêè âåðõíåé áåðìû îñóùåñòâë þò ...

Artificial water plant system for controlling sediment transport on a water bed

본 발명은 침식에 대하여 모래사장을 보호하기 위한 수중 저층 유사포착용 인공수초 시스템에 관한 것이며, 수초는 원형 또는 비원형 단면 형상을 가지며 탄성계수가 500 내지 5000㎏/㎠인 열가소성 탄성중합체 단독 또는 상기 열가소성 탄성중합체로 구성된 외장과 합성섬유다발로 구성된 코어로 이루어진 복합체로 구성된 막대형상 또는 관형상 성형물로 구성된다. The present invention relates to an underwater aquatic layered artificial aquatic system for protecting the sandy beach against erosion, the myelin sheath having a circular or non-circular cross-sectional shape and the elastic modulus of 500 to 5000kg / ㎠ alone or the It consists of a rod-shaped or tubular molding composed of a composite composed of a sheath composed of a thermoplastic elastomer and a core composed of a bundle of synthetic fibers.

It is a kind of for clearing up the device of silt on coral reef

本发明公开了利用潜航器带动靶头清理泥沙的智能化的装置，属于珊瑚礁生态修复技术领域。其包括储沙平台、锚链、锚块、抽沙泵、输沙管、连通管、潜航器、靶头控制盘、升降杆、配水管、内筒、外筒、叶片、抽水泵、输水管、进水口、距离传感器，其特征在于：利用设置在可自航式智能潜航器中的抽水泵抽取海水，海水经过可调节高度的靶头单元形成喷射水流将泥沙悬浮，悬浮泥沙通过抽沙泵抽至具有沙水分离系统的储沙平台。本发明结合了液压升降技术以及射流原理，提供一种可移动的清理珊瑚礁上泥沙的装置。通过该装置可以有效的适应珊瑚礁凹凸不平的地形，达到快速治理珊瑚礁泥沙覆盖问题的目的。

Construction method for layered construction pore-forming of rock-socketed secant pile in riprap region near sea

本发明公开了一种临海抛石区嵌岩咬合桩分层施工成孔的施工方法，涉及咬合桩施工技术领域；本发明通过套筒配合全回转钻机带动套筒旋转跟进，砂层、全风化及强风化等较软土层采用旋挖钻截齿钻头取土，抛石层采用重锤、冲抓斗和牙轮筒钻进行配合穿孔取岩，中风化及微风化层等较硬土层采用旋挖钻配牙轮筒钻进行成孔施工，施工过程全套筒跟进至岩层，桩孔终孔后，采用导管进行水下混凝土灌注法施工；本项施工方法解决了潮汐水位对桩孔的影响，同时解决了成孔穿越抛石层的技术难点，可适用于复杂地层的咬合桩施工，有效防止桩孔内流沙或淤泥，施工安全快捷，保证咬合桩施工质量的同时还可以节省施工工期。

Construction with flexible form

(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。

Landslide protection structure

FIELD: construction. SUBSTANCE: landslide protection structure includes Reno mattresses and wooden stakes (piles). It comprises fixed anchors installed and concreted in a section that is not prone to landslide phenomena connected with retaining lengths arranged at the required distance under Reno mattresses and beams arranged above Reno mattresses that connect the retaining lengths to each other. EFFECT: provision of development of a reliable landslide protection structure with higher stability at steep slopes and evenly perceiving load. 1 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2 498 018 (13) C2 (51) МПК E02D 17/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (21)(22) Заявка: 2012105942/03, 17.02.2012 (24) Дата начала отсчета срока действия патента: 17.02.2012 Приоритет(ы): (22) Дата подачи заявки: 17.02.2012 (57) Реферат: Изобретение относится к сооружениям, обеспечивающим борьбу с оползневыми явлениями на объектах газотранспортной системы и иных объектах промышленной инфраструктуры. Противооползневое сооружение включает в себя матрацы Рено и деревянные колья (сваи). Имеет неподвижные анкера, установленные и забетонированные на участке, не подверженном оползневым явлениям, соединенные с удерживающими плетьми, расположенными через необходимое расстояние под матрацами Рено, и балки, расположенные над матрацами Рено, связывающие удерживающие плети между собой. Технический результат состоит в обеспечении создания надежного противооползневого сооружения с повышенной устойчивостью на крутых склонах и равномерно воспринимающих нагрузку. 1 илл. R U 2 4 9 8 0 1 8 (54) ПРОТИВООПОЛЗНЕВОЕ СООРУЖЕНИЕ Ñòð.: 1 ru C 2 C 2 Адрес для переписки: 350063, г.Краснодар, ул. Мира-Октябрьская, 32/46, Филиал ООО "Газпром трансгаз Краснодар" Инженерно-технический центр, начальнику В.Г. Гераськину (73) Патентообладатель(и): ОБЩЕСТВО С ОГРАНИЧЕННОЙ ОТВЕТСТВЕННОСТЬЮ "ГАЗПРОМ ТРАНСГАЗ КРАСНОДАР" (RU) 2 4 9 8 0 1 8 (56) Список документов, ...

Test device and test method for simulating deformation and damage of ice edge type frozen soil slope

本发明提供一种模拟冰缘型冻土边坡变形破坏的试验装置，包括：倾斜板，其上表面布设有用于承载冻结层的保温层；滑动设置于所述倾斜板上的剪切箱体，其下端敞口并支撑于冻结层上，所述剪切箱体内部用于铺设堆积于冻结层之上的碎石土；用以对所述剪切箱体输水的供水件；以及与所述倾斜板连接的升降机构，其用于驱动所述倾斜板倾斜至设定角度，使模拟冰冻及融化过程中所述剪切箱体及其内部碎石土滑动。本发明的有益效果：冻结层模拟永久冻土环境，剪切箱体内部的碎石土模拟冻土边坡，室内模拟冰缘型冻土边坡变形破坏过程，揭示边坡破坏机理，还原真实冻融循环条件下边坡破坏状况的特点，为研究冻融循环作用对碎石土边坡稳定性的影响提供条件。

ANTI-SLIDING CONSTRUCTION

Противооползневое сооружение, включающее в себя матрацы Рено и деревянные колья (сваи), отличающееся тем, что имеет неподвижные анкера, установленные и забетонированные на участке, не подверженном оползневым явлениям, соединенные с удерживающими плетьми, расположенными через необходимое расстояние под матрацами Рено, и балки, расположенные над матрацами Рено, связывающие удерживающие плети между собой. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 2012 105 942 A (51) МПК E02D 29/02 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2012105942/03, 17.02.2012 (71) Заявитель(и): ОБЩЕСТВО С ОГРАНИЧЕННОЙ ОТВЕТСТВЕННОСТЬЮ "ГАЗПРОМ ТРАНСГАЗ КРАСНОДАР" (RU) Приоритет(ы): (22) Дата подачи заявки: 17.02.2012 (43) Дата публикации заявки: 27.08.2013 Бюл. № 24 A 2 0 1 2 1 0 5 9 4 2 R U Стр.: 1 A (57) Формула изобретения Противооползневое сооружение, включающее в себя матрацы Рено и деревянные колья (сваи), отличающееся тем, что имеет неподвижные анкера, установленные и забетонированные на участке, не подверженном оползневым явлениям, соединенные с удерживающими плетьми, расположенными через необходимое расстояние под матрацами Рено, и балки, расположенные над матрацами Рено, связывающие удерживающие плети между собой. 2 0 1 2 1 0 5 9 4 2 (54) ПРОТИВООПОЛЗНЕВОЕ СООРУЖЕНИЕ R U Адрес для переписки: 350063, г.Краснодар, ул. Мира-Октябрьская, 32/46, Филиал ООО "Газпром трансгаз Краснодар", Инженерно-технический центр, Начальнику В.Г. Гераськину (72) Автор(ы): Баканов Юрий Иванович (RU), Кобелева Надежда Ивановна (RU), Колтаков Андрей Анатольевич (RU), Твардиевич Сергей Вячеславович (RU), Пушкин Сергей Владимирович (RU), Гераськин Вадим Георгиевич (RU), Носач Геннадий Николаевич (RU), Шабров Сергей Николаевич (RU), Одинцов Владимир Васильевич (RU), Пучков Александр Владимирович (RU)

Large ship, small wharf, artificial reef plate and marine tourism system facility

大船小码头、人工礁盘及海洋旅游系统设施，属于船舶、港口及生态技术领域。大船小码头为钢质构件，包括各不少于两座悬臂座和悬臂以及不少于一座升降式小码头，悬臂座与邮轮等大船的艉部焊接，悬臂与悬臂座通过螺栓连接，可由液压驱动升降式小码头在悬臂座和悬臂上下平台之间升降。人工礁盘设于外海沙质底浅滩上，包括人工礁坝、避风湾盆、人工沙洲和两对以上墩座，人工礁坝可采用块石和扭王字块体堆砌建成；避风湾盆和人工沙洲采用抽沙和吹填的方法建成；墩座分设于礁坝上和湾盆内用于固定浮趸码头。海洋旅游系统设施包括大船小码头和人工礁盘，其提升了大船、小船和沙滩之间游客往来活动的安全性、便捷性、舒适性和丰富性，保护了海洋生态环境。

Anchor cable with anti-seismic pressure dispersion mechanism

本发明公开了一种具有抗震压力分散机构的锚索，涉及建筑施工领域，包括钻杆主体，所述钻杆主体的底端活动安装有钻杆接头，所述钻杆接头的底端活动安装有打孔钻头，所述钻杆主体的内部活动设置有钢绞线以及注浆管，所述打孔钻头的上端设置有限位柱，所述限位柱的上端开设有限位槽，所述钢绞线的底端且位于限位槽内设置有连接头，所述连接头的两侧对称开设有安装槽；该具有抗震压力分散机构的锚索有利于钢绞线的安装固定，操作简单，方便使用，能够将多组钢绞线进行整理，能够防止钢绞线安装混乱，能够节省使用人员的时间，能够提高工作效率，且由于注浆管位于圆孔内，能够方便使用人员抽出注浆管，方便注浆，有利于钢绞线的安装。

A kind of solar energy electro-osmosis method combines the landslide-proofing device of Miniature anti-slide pile

本实用新型公开了一种太阳能电渗法联合微型抗滑桩的防滑坡装置，通过在钻孔内布置金属阳电极并灌入混凝土，形成微型钢筋混凝土抗滑桩体系，提供滑坡阻滑力。同时在山体内横向钻进带孔的金属阴电极，阴阳电极在山体顶端的太阳能电池板供电下，形成电场对山体进行电渗加固处理，及时将山体上端的水分定向引导到山体下端并通过阴极管排出山体外，让山体保持在含水率相对偏小的状态，增大了山体的抗滑力，有效防止山体滑坡。该装置有组装简单，耗能少，无污染，能持续加固等优点。

Horizontal total installer device

본 발명은 경사계 센서에 의해 경사도를 측정하도록 하는 경사계장치에 대한 것이다. The present invention relates to an inclinometer device for measuring an inclination by an inclinometer sensor.

Be used for reinforced (rfd) anticreep rain-proof water of ground side slope to erode slope protection structure

本实用新型提供了一种用于岩土边坡加固的防脱防雨水冲刷护坡结构，包括用于加固岩土边坡的蜂巢结构护坡桩基和铺设于蜂巢结构护坡桩基上的边坡防护层，蜂巢结构护坡桩基包括多个空心六棱柱桩基单元，每相邻两个空心六棱柱桩基单元通过各自相应的侧面相互连接并形成基于蜂巢结构的蜂巢结构护坡桩基；边坡防护层包括多块六棱柱护坡砖，每一六棱柱护坡砖由上至下依次由分水砖体、排水砖体、拼接砖体三部分相互叠置并压铸而成，并设有相互连通的集水槽、竖直排水孔和水平排水通道。本实用新型旨在解决现有技术中存在的护坡结构在遇到较强雨水的集中冲刷作用下，容易导致相邻两块护坡砖之间发生晃动甚至脱落，降低护坡结构对岩土边坡的护坡效果的问题。

Protective structure for dangerous rock falling of high and steep side slope of tunnel

本实用新型公开了一种隧道高陡边坡危岩落石防护结构，属于陡坡防护技术领域，包括防护网架、稳定板、连接板，所述防护网架呈U形结构与隧道贴合，所述防护网架的两侧底端面分别设有连接板，所述防护网架上两侧弧形边处分别固定有边框板，所述边框板与防护网架均为U形结构且固定连接，所述边框板的两端部分别固定连接两根连接板；两根所述连接板相背离的面上分别螺纹连接有稳定板，所述稳定板与连接板贴合均为长方体结构，且稳定板的一端具有连接槽，与所述连接槽相对的稳定板另一端凸出一体构造有插头，所述插头与连接槽适配插接。该隧道高陡边坡危岩落石防护结构，多方面降低陡坡落石对隧道行车的影响。

Method for treating water burst disaster of fissures of weathered rock slope

本发明公开了一种易风化岩质边坡裂隙涌水灾害治理的方法，左右导水墙(3)和拦水墙(11)构成开口梯形；在靠近拦水墙(11)的内侧挖掘集水坑(6)，在集水坑(6)内预埋一段排水管(7)；固定锚杆(4)上部为导水墙(3)、拦水墙(11)、集水坑(6)的钢筋混凝土的立筋；在集水坑(6)顶部布设坑内防护网(5)，在左、右导水墙(3)和拦水墙(11)顶部布设墙顶防护网(2)。本发明能够有效地收集坡面岩石裂隙涌水，解决因岩石裂隙涌水出口位置出现小的变动而失效问题；三重防护网能杜绝因岩体风化而堵塞集水坑问题；排水管可有效排除坡面涌水，并解决边坡下部岩体因上部岩体裂隙水入渗而强度降低问题。

A kind of means of defence on landslide

本发明公开了一种滑坡的防护方法，包括如下步骤：a、场地平整，利用工程机械对施工场地进行了平整，带状宽度方向内、外侧高差≤5.0cm，长度方向消除陡坎和急变坡，做到表面平整，坡度顺畅；b、测量放线，根据设计图提供的桩位平面图和坐标，用全站仪测放微型桩轴线点(特征点)，轴线点(特征点)订木桩用水泥砂浆固定，作为桩定位和校核的基准点，中间桩位用花杆和钢尺测放，用φ20钢筋打孔填白灰灌实标记。有益效果在于：采用微型桩和斜柱配合一体化施工的方式，使得微型桩系统与桩间岩土体作为一个整体结构，增加了土层的连接强度，减少了滑坡现象的发生，而且施工简单，速度快，成本低，利于对山区滑坡工程快速处理。

Ecological reef with adjust ecological factor function

本实用新型涉及一种具有调节生态因子功能的生态礁。曝气装置位于生态礁石表面、微生物释放孔位于生态礁石表面，输气管、气管、微生物投加管位于生态礁石中预留孔洞或生态礁石表面预留的管道槽中，气囊保护网位于生态礁石的中间腔体中，气囊位于气囊保护网中，排水通道联通生态礁石形成中间腔体及外部水体，沉水植物种植篮固定于生态礁石表面或固定于生态礁石周边的种植篮支架上，沉水植物种植于种植篮内，灯支架固定于生态礁石上，水中的输气管、气管、微生物投加管上固定人工水草填料及防水灯带，防水灯带与发电供电装置之间通过防水电线连接，吊环位于生态礁石上方，支脚位于生态礁石底部，底部固定环位于生态礁石底部，通过绳索与固定锚连接。

Strip mine slope presplitting blasting method

本发明公开了一种露天矿边坡预裂爆破方法，包括清除边坡及主炮区的覆土，测量确定，布孔钻孔，爆破包制作与装药，堵塞与网路连接，布网后点火起爆，在主爆孔与缓冲孔之间设置多道导向缝，导向缝地面到地底的孔径依次缩短，能够破坏主爆孔与缓冲孔之间的岩体结构，使二者之间的岩体在爆破之后能够完全碎裂堆积，清理之后形成稳定的坡面，在后期施工时整个边坡的稳定性更强，且导向缝的上端开口较大，能够在爆炸时将炸药和雷管形成的高压气体往空中排，防止对预裂孔处造成过大的冲击，避免破坏边坡的轮廓面。

Method of landslide slope consolidation

FIELD: construction engineering and mining; applicable in consolidation of slopes formed by unstable grounds. SUBSTANCE: methods includes driving of steel electrodes into ground through landslide boundary and their partial decomposition under effect of direct current with formation round them of electrochemical pile. Novelty consists in that stable ground, landslide boundary and ground in landslide layer is punctured by pipe. Located in pipe are at least one rope and steel electrode made in the form of steel rod, or steel pipe, or in the form of additional steel rope. Rope and electrode external ends on side landslide slope are secured, pipe is withdrawn from ground and direct current from current source is passed through electrode up to completion of process of electrochemical corrosion with formation of zone for rope fastening in ground. EFFECT: increased strength of slope and higher efficiency of cohesion of surface layers of landslide ground with underlaying layers. 3 cl, 3 dwg сэзгб6етс пы сэ РОССИЙСКОЕ АГЕНТСТВО ПО ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (19) (51) МПК? ВИ "” 2 191 865. 13) С2 Е 02 О 17/20 12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21), (22) Заявка: 2000122227/03, 22.08.2000 (24) Дата начала действия патента: 22.08.2000 (46) Дата публикации: 27.10.2002 (56) Ссылки: КУ 2080441 СЛ, 27.05.1997. ЗЦ 620602 А, 05.07.1978. КУ 2014388 СЛ, 15.06.1994. КО 2052584 СЛ, 20.01.1996. КЦ 2117727 СЛ, 20.08.1998. КЦ 2052583 СЛ, 20.01.1996. (98) Адрес для переписки: 344038, г.Ростов-на-Дону, пл. Народного Ополчения, 2, РГУПС, НИС (71) Заявитель: Ядплось Тарас Михайлович, Карминский Валерий Давидович, Галайко Владимир Петрович (72) Изобретатель: Ядлось Т.М., Карминский В.Д., Галайко В.П. (73) Патентообладатель: Ядлось Тарас Михайлович, Карминский Валерий Давидович, Галайко Владимир Петрович (54) СПОСОБ УКРЕПЛЕНИЯ ОПОЛЗНЕВЫХ СКЛОНОВ (57) Изобретение относится к строительству и горному делу и может быть использовано при укреплении откосов и склонов, образованных ...

Ground treatment method in slope construction

Protective device and construction method of installation in a kind of backstroke depth osculum hole

本发明涉及水利水电工程滑坡防护与治理领域，尤其是涉及一种仰式深排水孔孔内保护装置及安装施工方法。该孔内保护装置，包括排水构件、适应变形构件和导水构件，适应变形构件的支撑引导线依次与若干套筒绑扎固定，设置在钢丝软管外壁上；支撑引导线的上端从套帽下端插入，且抵靠在套帽的顶部封口端，支撑引导线的下端与导水构件的硬质导水管上端固定。通过将孔内保护装置设计成由上向下依次连通的排水构件、适应变形构件和导水构件的三段式结构，较好的解决了目前蠕滑大变形滑坡体仰式深排水孔在运行过程中，由于不能适应滑坡体大变形，容易被错断，使用寿命短的问题，同时解决了采用软式排水管时的安装困难、受力约束机制复杂等问题。

Anchor burying method for rockfall prevention

With the slope retaining wall block and manufacturing method thereof

본 발명은 절개지 또는 성토지 등에 축조되어 토사의 붕괴를 방지하는 옹벽블록을 옹벽축조시 나타나는 직선구간과 곡면구간을 하나의 옹벽블록으로 축조 가능하게 하도록 구성되는 경사면을 갖는 옹벽블록에 관한 것으로, 종래에는 곡면구간을 형성하기 위해서 블록의 양측에 주름편을 형성하거나, 블록의 상부면에 경사걸림면을 형성하고, 그 경사걸리면의 경사부분을 수용하는 폐쇄홈을 형성시켰으나, 콘크리트를 형틀에 양생하여 얻는 블록은 형상이 양생 환경에 따라 정확하게 나타나지 않아 주름편이 서로 맞지 않는 불량과, 콘크리트의 소모량이 많이 소모되는 문제점이 있었으며, 상기 경사걸림면이 형성된 블록은 하부층과 상부층의 블록을 이용해서 곡면구간을 축조하는 문제로, 상부층의 블록은 크게 벌어져 틈새가 발생하는 문제점이 있었던 바, 본 발명은 블록에 일측 또는 양측에 경사측면을 형성하고, 그 경사측면에 수평유지바를 형성함으로써, 옹벽을 축조하는 작업현장의 직선구간 및 곡면구간에 블록을 신속하게 대응하여 축조가능하게 하고, 옹벽축조시 이웃하는 블록을 서로 촘촘히 접하게 축조하여 견고한 안전감과 또한, 토사붕괴를 미연에 방지할 수 있도록 하는 경사면을 갖는 옹벽축조용 블록을 제공하는 것이다. The present invention relates to a retaining wall block having an inclined surface configured to be capable of constructing a straight section and a curved section appearing in retaining wall construction as a retaining wall block, which is constructed in an incision or fill land to prevent the collapse of soil. In order to form a curved section, a crease piece was formed on both sides of the block, or an inclined catching surface was formed on the upper surface of the block, and a closed groove was formed to accommodate the inclined portion of the inclined catching surface. The obtained block had a problem that the shape does not appear correctly according to the curing environment, and the wrinkle pieces do not fit each other, and the consumption of concrete is consumed a lot. The block having the sloped surface is formed using a block of the lower layer and the upper layer. As a problem of building, there is a problem that the gap of the upper layer is widened and a gap occurs. In the present invention, the inclined side surface is formed on one side or both sides of the block, and the horizontal holding bar is formed on the inclined side surface, so that the block can be quickly constructed in the straight section and the curved section of the work site for building the retaining wall. In addition, to provide a retaining wall building block having an inclined surface ...

Greening side slope maintenance device

本实用新型涉及边坡防护技术领域，具体涉及一种绿化边坡养护装置。该绿化边坡养护装置包括由多条第一网线和第二网线编织形成的罩面网，第一网线的直径大于第二网线的直径，第一网线上捆绑有若干簇草本植被。本申请通过罩面网防止岩石脱落，避免出现安全事故，在罩面网上设置草本植被，增加边坡绿化效果，且草本植被覆盖在第一网线上，使得罩面网能够更好融入环境，同时通过罩面网限定草本植被的位置，增加草本植被的抗冲刷效果，使得各处的草本植被均能够攀援在边坡上，稳固土壤，避免出现滑坡现象，且罩面网由直径不同的第一网线和第二网线编织形成，通过第一网线支撑边坡岩石，第二网线能够沿着地势覆盖在边坡上，起到更好的固定效果。

Circulating water velocity regulation of a drainageway and arsenic acid prevention structure

본 발명은 도로변 및 산 비탈면 등에 설치되는 배수로의 구조에 관한 것으로, 더욱 상세하게는 일정한 경사면을 이루며 설치되는 배수로 내에 소정 크기의 구멍이 뚫린 단턱을 설치하여 우수의 량에 따라 유속을 완충 조절시키므로, 종래의 배수로 바닥에 부딪혀 비산되는 물을 억제하여 배수로를 월류하는 물을 량을 줄이므로서 배수로의 주변의 토사 유실을 방지하고 산사태 등과 같은 자연재해를 미연에 방지할 수 있는 비탈면 배수로의 유속 조절 및 비산 방지 구조에 관한 것이다.

Patent JPS6261734B2

Novel anti-slide pile supporting system

一种新型的抗滑桩支护体系，主锚梁1，原坡面线2，次级锚梁3，刷方线a4，落地抗滑桩5，传统的刷方线6，横向锚梁7，假定的滑面8，锚索+锚杆组合体9，落地锚索10，落地锚索锚固段11，横向锚梁锚杆12，锚杆14，锚索锚梁15，锚固段16，锚碇17，锚碇填充段171，锚碇过渡段172，锚碇扩大段173。

Novel slope fixing monitoring early warning device and analysis monitoring method

本发明公开了一种新型边坡固定监测预警器，包括一个以上的监测柱，监测柱包括混凝土柱以及监测器，所有的混凝土柱以网格状分布的形式插接在边坡上，每一个监测器均包括角度测量仪、应力感应盒、监测信号处理器以及一个保护管；其中，所述的角度测量仪、应力感应盒以及监测信号处理器均设置在保护管内，所述的监测信号处理器与角度测量仪以及应力感应盒电连接。本发明还公开了一种新型边坡固定监测的分析监测方法。本发明不仅可以对边坡起到固定作用，还能测精确量出蠕滑型边坡的危险滑移面，同时还能够从岩土层内部更准确的测量出边坡的蠕动。

Landslide protection system

本实用新型公开了一种滑坡防护系统，包括：两组注浆加固体系分别设置于距离滑坡体2～5m的上下两侧，每一侧的注浆加固体系包括两排交错设置的注浆加固结构构成，所述注浆加固结构的下端伸入滑坡体最下方1.2～1.5m；柔性防护结构位于注浆加固体系的下方并沿水平方向延伸设置，所述柔性防护结构由若干防护网组成。本实用新型提高坡体整体稳定性，通过SNS防护网对滑坡体进行防护，通过柔性防护结构进行有效的阻拦。

Anchor rod suitable for soft broken rock-soil body and construction method

适用于软弱破碎岩土体的锚杆，包括锚杆体、密封部件、锚固剂、锚头组件和推动部；所述锚杆体为中空结构，所述锚头组件安装在所述锚杆体的顶端，所述密封部件和所述锚固剂分别安装在所述锚杆体内，所述锚固剂位于所述密封部件和所述锚头之间，所述推动部推动所述密封部件朝向所述锚头组件方向挤压所述锚固剂。本发明通过将树脂锚固剂储存于中空锚杆体头部，待钻孔完成后，将锚杆体安装至孔底，锚固剂随即送至特定深度，能够有效解决锚固剂不易安放至指定位置的问题，使得施工效率进一步提高。

Prestressed anchor cable frame beam device suitable for stability of strongly weathered rock slope

本实用新型公开了一种适应强风化岩质边坡稳定的预应力锚索框格梁装置，包括钢筋混凝土框格梁结构和预应力锚索支护结构。它采用预应力锚索+钢筋混凝土框架格梁的结构形式，是在强风化岩质边坡上设置若干根预应力锚索，垂直边坡坡面锚固在山体内，并通过边坡上网格交叉布置浇筑的钢筋混凝土框格梁结构形成整体，充分发挥多根锚索加固的综合作用，有效预防深层滑动，确保边坡整体稳定。同时通过钢筋混凝土框格梁对强风化岩质边坡的保护，可以有效的解决山体边坡因开挖产生的进一步风化变形破坏，约束边坡向外进一步扩张的趋势，避免边坡产生裂缝甚至垮滑的危险，提高边坡稳定安全性，有效地解决单根锚索在强风化岩质边坡稳定加固效果不佳的问题。

Rock slope locking section crack deformation monitoring device and arrangement method

本发明提供一种岩质边坡锁固段裂缝变形监测装置及布设方法，通过自动锁紧解锁装置将囊式监测探头上的填充管道和导浆管连接，利用夹持组件夹持囊袋上的待夹持部，利用顶伸驱动机构驱动夹持驱动机构朝平洞方向移动，将囊袋顶入至平洞内；利用高压灌注机通过导浆管向囊袋内灌注水泥砂浆，使囊袋膨胀，直到囊袋上下表面抵住平洞上下岩石面，使囊袋上的监测器与平洞上下岩石面相抵，在平洞中阵列式布设多个囊式监测探头。本发明提出的技术方案的有益效果是：以锁固解锁型岩质滑坡为监测对象，通过滑体下方平洞内阵列式布设压力传感器的方式监测其姿态变化，从而间接获得滑体变形数据，该方法灵敏度高，可以更为精准的从内部获得滑体的发育状况。

DEVICE FOR ANCHORING AN ANTI-SLIDGE STRUCTURE

1. Устройство для анкеровки противооползневых сооружений, включающее укладку внахлест плетеной сетки путем разматывания рулонов длинной стороной поперек направления движения склона с закреплением на откосе анкерами с наконечниками, отличающееся тем, что проволочный анкер имеет вращающийся упорный элемент принимающий в рабочем состоянии перпендикулярное положение относительно проволоки прикрепляемой к противооползневому сооружению, нижний конец упорного элемента имеют коническую форму, а верхний плоскую усеченную под острым углом относительно оси симметрии. ! 2. Устройство для анкеровки противооползневых сооружений по п.1, отличающееся тем, что проволока закреплена к упорному элементу посередине. ! 3. Устройство для анкеровки противооползневых сооружений по п.1, отличающееся тем, что ось проволоки к нормали поверхности откоса имеет небольшой угол отклонения α, α=5÷20°. ! 4. Устройство для анкеровки противооползневых сооружений по п.1, отличающееся тем, что заглубление упорного элемента в грунт ниже поверхности, зависит от мощности удерживаемого пласта и колеблется от 0,5÷2,5 м. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2011 117 975 (13) A (51) МПК E02D 17/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (21)(22) Заявка: 2011117975/03, 04.05.2011 A 2 0 1 1 1 1 7 9 7 5 R U Ñòð.: 1 ru A (57) Формула изобретения 1. Устройство для анкеровки противооползневых сооружений, включающее укладку внахлест плетеной сетки путем разматывания рулонов длинной стороной поперек направления движения склона с закреплением на откосе анкерами с наконечниками, отличающееся тем, что проволочный анкер имеет вращающийся упорный элемент принимающий в рабочем состоянии перпендикулярное положение относительно проволоки прикрепляемой к противооползневому сооружению, нижний конец упорного элемента имеют коническую форму, а верхний плоскую усеченную под острым углом относительно оси симметрии. 2. Устройство для анкеровки противооползневых сооружений по п.1, ...

Wirenet assembly for reinforcing slopes and constructing method thereof

The present invention relates to a wire net assembly for slope reinforcement and a construction method using the same. The wire net assembly for slope reinforcement of the present invention comprises: an outer wire rope (110) maintained in a square shape, and having a plurality of supports (111) to be fastened outwardly; an inner wire rope (120) for forming an expansion support unit (121) coupled to the inside of the outer wire rope (110) to form a plurality of rhombic shapes and expanded from the center thereof, allowing an outermost vertex to pass through the supports (111) of the outer wire rope (110) to be fastened, and forming an innermost vertex at a central portion thereof; a crossing wire rope (130) horizontally and vertically installed between each outer wire rope (110), and wound to be fastened to a connection ring (115) of a moving wire rope (114) fastened to the outer wire rope (110); and a central support (140) installed at the center of the inner wire rope (120), and formed with a guide groove (141) for guiding the innermost vertex of the inner wire rope (120). According to the present invention, energy is efficiently absorbed while increasing the surface area and varying its position in accordance with external force to maximally suppress the introduction of a large amount of soil or stones when generating the same, thereby preventing a piezoelectric accident. Also, the wire net assembly of the present invention is attached to a dissection plane or an inclined surface of a road to prevent generation and loss of falling rock, and the collapse of rock so as to prevent damage of lives and loss of properties, and efficiently absorbs the early-stage behavior energy to maximally suppress the collapse of the slope.

Slope stabilization method and slope stabilization structure

A kind of mechanical swelling type sealing of hole and slip casting integration LARGE APERTURE STATIC IMAGING broken rock device and application method

本发明公开了一种机械膨胀式封孔及注浆一体化大孔径静态破岩装置及使用方法，该静态破岩装置包括封孔塞与单向注浆阀，其使用方法包括以下步骤：（1）按施工设计要求对待爆破物体施工钻孔；（2）将该静态破岩装置放入钻孔内，拧动调节阀以使膨胀体撑开橡胶管，直至该静态破岩装置不能从钻孔内拔出时再停止拧动调节阀；（3）将静态破碎剂与水按一定重量比混合后搅拌成浆液，通过第一通孔向钻孔内注射高压浆液；（4）步骤（3）中的浆液注射完成后，再通过第一通孔向钻孔内注入一定温度的高压温水，以加速静态破碎剂反应；（5）待爆破物体爆破完成后，拧松调节阀，拔出该静态破岩装置。本发明安全可靠，且该装置便于拆卸与清洁，且可重复使用。

A cross-shaped and diamond-shaped combined fixing tool of wire rope rock fall protection facilities and method for constructing prevention for falling using the same

본 발명은 낙석방지시설용 와이어 로프의 십자형과 마름모형 설치겸용 결속구 및 이를 이용한 낙석방지시설 시공 방법에 관한 것으로, 낙석방지시설의 와이어 로프를 십자형(교차형) 배선과 마름모형(지그재그형) 배선 모두가 가능하고 또한 십자형과 마름모형의 병행도 가능하여 시공 현장에서 현장여건에 맞는 배선방향으로 쉽게 선택하여 시공할 수 있는 것을 목적으로 한다. 본 발명에 의한 낙석방지시설용 와이어 로프의 십자형과 마름모형 설치겸용 결속구(100)는, 와이어 로프가 수용되는 판형의 결속구 몸체(10)와; 십자배선용 고정구(20)와; 마름모배선용 고정구(30)를 포함하며, 상기 결속구 몸체는 상하좌우측에 각각 십자배선용 고정공(11,12,13,14)이 포함되고, 상기 십자배선용 고정구는 상기 결속구 몸체의 십자배선용 고정공에 체결되어 상기 와이어 로프를 종방향과 횡방향의 상태로 고정하는 십자배선용 유볼트(21)와 너트(22)를 포함하며, 또한, 상기 결속구 몸체는 사선방향을 따라 형성되는 한 쌍 이상의 마름모배선용 고정공(15,16)을 포함하고, 상기 마름모배선용 고정구는 양쪽의 볼트부가 상기 마름모배선용 고정공에 각각 관통된 후 너트(32)의 체결로 고정되며 상기 볼트부에 각각 와이어 로프가 연결되어 마름모형으로 배선되도록 하는 마름모배선용 유볼트(31)이다. The present invention relates to a cross-shaped and rhombic installation binding tool for a wire rope for a fall prevention facility and a method for constructing a fall prevention facility using the same. The purpose is to be able to select and construct easily in the wiring direction suitable for the field conditions at the construction site because all are possible and also the cross and rhombus can be used in parallel. The cross-shaped and rhombic installation binding device 100 of the wire rope for the fall prevention facility according to the present invention includes a plate-shaped binding device body 10 in which the wire rope is accommodated; A fixture 20 for cross wiring; It includes a diamond wiring fixture 30, and the binding body includes fixing holes 11, 12, 13, and 14 for cross wiring on the upper, lower, left, and right sides, respectively, and the fixing hole for cross wiring is a fixing hole for cross wiring of the binding hole body It is fastened to and includes a cross wiring U-bolt 21 and a nut 22 for fixing the wire rope in a longitudinal and transverse state, and the binding body is formed along an oblique direction. At least one pair of rhombuses It includes fixing holes 15 and 16 for wiring, and the fixing for diamond wiring is fixed by tightening nuts 32 after bolts on both sides pass through the ...

Method for stabilizing landslide slopes

FIELD: construction engineering and mining industry. SUBSTANCE: method implies dipping steel electrodes into ground and their partial disintegration due to action of permanent electric current with subsequent formation of electrochemical pile around rods. Steel electrodes are driven into ground up to depth which is below landslide boundary by value a equal to 0.5-5 $$$, where $$$ - diameter of electrochemical pile below landslide boundary. Before dipping into ground, electrodes can be isolated to value equal to 0.5-5 $$$ from ground surface above landslide boundary, where $$$ - diameter of electrochemical pile above landslide boundary. EFFECT: high efficiency. 4 cl, 4 dwg ГУУОЗ0с ПЧ Го (19) (51) МПК РОССИЙСКОЕ АГЕНТСТВО ПО ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ ВИ” 2 080 441 ' 13) Сл Е 02 0 17/20 12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21), (22) Заявка: 94001152/03, 14.01.1994 (46) Дата публикации: 27.05.1997 (56) Ссылки: 1. Авторское свидетельство СССР М 1670043, кл. Е 02 О 17/20, 1990. 2. Авторское свидетельство СССР М 1618892, кл. (71) Заявитель: Гугнин Александр Александрович, Трушинский Михаил Юрьевич, Барвашов Валерий Александрович, Бобровский Яков Моисеевич, Перлов Маркс Аронович Е 210 20/00, 1990. (72) Изобретатель: Гугнин Александр Александрович, Трушинский Михаил Юрьевич, Барвашов Валерий Александрович, Бобровский Яков Моисеевич, Перлов Маркс Аронович (73) Патентообладатель: Гугнин Александр Александрович, Трушинский Михаил Юрьевич, Барвашов Валерий Александрович, Бобровский Яков Моисеевич, Перлов Маркс Аронович (54) СПОСОБ ЗАКРЕПЛЕНИЯ ОПОЛЗНЕВЫХ СКЛОНОВ (57) Реферат: Изобретение относится к области строительства и к горному делу и может быть использовано при укреплении склонов и откосов. Целью изобретения является повышение сцепления сползающих слоев грунта с нижележащими. Способ укрепления склона включает погружение в грунт стальных электродов и их частичное разложение под действием постоянного электрического тока с образованием вокруг них ...

Hollow grouting anchor rod with conical expansion head and construction method

本发明涉及锚杆支护技术领域，特别是涉及一种带锥形扩大头的中空注浆锚杆及施工方法，该锚杆包括套管，套管外壁固接有若干连杆组件，套管外壁中部固接有用于压紧连杆组件的第一压紧组件，套管一端卡接有第二压紧组件，套管内部滑动连接有主筋，主筋与第二压紧组件接触设置，主筋远离套管一端设置有预紧组件；第二压紧组件包括绳索部、压紧头和若干组卡接齿，卡接齿与套管外壁固接，压紧头套接在套管外壁，压紧头中部开设有开口，开口与套管外壁相适配，开口侧壁设置有伸缩部，伸缩部与卡接齿卡接，绳索部与套管外壁固接，主筋与绳索部接触设置。本发明可以达到锚杆与钻孔孔壁结合紧密的目的。

Submerged Breakwater Block for Preventing Sand Erosion Equipped with Function of the Artificial Fish-reef

본 발명은 인공어초 기능을 갖으며, 구성이 간단하고 체결방법이 자유로워 장소에 구애받지 않고 시공이 신속하게 이루어질 수 있는 잠제블록에 관한 것이다. 본 발명의 일실시 예에 따른 잠제블록은, 측 단면이 사다리꼴 형상을 갖되 빗변이 곡선으로 이루어지며, 측 상부에서 측 하부로 내려오면서 폭이 증가하고, 전면과 후면이 곡면으로 이루어져 조류 및 파랑에 의한 압력을 작게 받게 되며, 잠제블록의 균형을 잡아주는 기능을 하는 몸체수단(100)과, 몸체수단(100)과 연결되어 다른 몸체수단(100)을 연결해주는 연결부재(200)와, 몸체수단(100)의 곡면으로부터 연결되어 잠제블록을 모래 속에 고정시키는 지지수단(300)을 포함하는 것을 특징으로 한다. 따라서, 잠제블록은 해안가의 파랑에너지는 감소시키고, 해안의 침식을 약화시키고, 쓸려 나가는 토사를 막아줌으로써 모래유실 방지 기능을 하며, 사다리꼴 형태의 몸체부의 구조적 특징과 잠제블록 간의 연결로 인하여 파랑에 의해 밀리지 않고 양호한 고정한태를 유지시킬 수 있으며, 특히 해저면이 균일하지 않은 지형에서도 고리 형태의 연결부재로 인하여 자유로운 설치가 가능하다. The present invention relates to a submerged block having an artificial superhaving function, a simple structure, and a fastening method free of space, so that the construction can be performed promptly regardless of the place. The submerged block according to an embodiment of the present invention has a trapezoidal shape at its side end surface and has a curved line. The width of the submerged block decreases from the upper side to the lower side, and the front and rear surfaces are curved, A connecting member 200 connected to the body means 100 and connecting the other body means 100 to each other, a body member 100 connected to the body means 100, (300) connected to the curved surface of the submerged block (100) and fixing the submerged block in the sand. Therefore, the submerged block has the function of preventing the sand loss by reducing the wave energy of the coast, weakening the erosion of the coast, and washing off the earth. The structural characteristic of the trapezoidal body part and the connection between the submerged block It is possible to maintain a good fixed condition without pushing, and it is possible to freely install due to the connecting member in the form of a ring even in a case where the bottom surface of the sea floor is not uniform.

Device for anchoring of landslide protection structures

FIELD: construction. SUBSTANCE: device for anchoring of landslide protection structures includes installation of a woven net with an overlap by means of unwinding of rolls with a long side across the direction of slope movement with fixation on the slope by means of anchors with tips. A wire anchor comprises a rotary thrust element, which occupies a perpendicular position in the working position relative to the wire attached to the landslide protection structure. The lower end of the thrust element has a conical shape, and the upper one - a flat and cut at the sharp angle relative to the axis of symmetry. EFFECT: higher efficiency and reliability of operation of landslide protection structures on slopes, lower material intensity. 4 cl, 3 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2 486 316 (13) C2 (51) МПК E02D 17/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (21)(22) Заявка: 2011117975/03, 04.05.2011 (24) Дата начала отсчета срока действия патента: 04.05.2011 (72) Автор(ы): Ламердонов Замир Галимович (RU), Еналдиева Мадина Анатольевна (RU) C 2 2 4 8 6 3 1 6 R U (57) Реферат: Изобретение относится к природоохранному обустройству горных и предгорных ландшафтов и может быть использовано в качестве анкеров для противооползневых сооружений. Устройство для анкеровки противооползневых сооружений включает укладку внахлест плетеной сетки путем разматывания рулонов длинной стороной поперек направления движения склона с закреплением на откосе анкерами с наконечниками. Проволочный анкер имеет вращающийся упорный элемент, принимающий в рабочем состоянии перпендикулярное положение относительно проволоки, прикрепляемой к противооползневому сооружению. Нижний конец упорного элемента имеет коническую форму, а верхний - плоскую усеченную под острым углом относительно оси симметрии. Технический результат состоит в повышении эффективности и надежности работы противооползневых сооружений на склонах, снижении материалоемкости. 3 з.п. ф- ...

Anchor rope cutting machine for coal mine

本实用新型涉及锚索技术领域，尤其涉及一种煤矿用锚索切割机，解决了现有技术中现有的切割技术较为落后，基本都是人工进行切割，存在一定的安全隐患，同时人工切割的效率比较低，会对生产造成影响的问题。一种煤矿用锚索切割机，包括底板，底板的顶部一侧对称设置有两个支架，底板的顶部中心处可拆卸连接有切割架，切割架的两侧均竖直设置有滑动架，两个滑动架之间设置有切割机，切割机的两侧均固定连接有与滑动架滑动连接的滑动件，其中一个滑动架的侧壁开设有竖槽。本实用新型结构合理，不仅提高了锚索的输出速度，同时切割方式安全，降低运功的劳动强度，保证员工的自身安全，降低生产成本。

Rock bed slope protection method

Steel pipe cement mortar prestress anchorage cable and its method for protecting support

本发明公开了钢管水泥砂浆预应力锚索，包括锚固段、第一自由段、钢管水泥砂浆段、第二自由段、锚索附件以及注浆联接头。钢管水泥砂浆段由空心钢管、穿过空心钢管的索体以及充填于钢管内的固结水泥砂浆组成；所述空心钢管两端设置的瓦片式锁具可以将空心钢管两端的索体锁紧，形成封闭的水泥砂浆注浆空间；空心钢管的后端设置有排气孔；所述锚索的索体中心部位设置有注浆管，注浆管延伸至水泥砂浆注浆空间内；所述锚索的施工步骤为先预紧后注入水泥砂浆浆液形成钢管水泥砂浆段。通过在锚索索体中间增加钢管水泥砂浆结构可以提高索体应力集中段的抗拉强度和抗剪强度，有效解决锚索支护中“索体局部应力集中、钢绞线被各个击破而破断”的技术难题。

Soft rock side slope ecological protection structure and construction method thereof

本发明公开了一种软岩边坡生态防护结构及其施工方法，防治结构包括生态防护层和排水系统；所述生态防护层，包括透水排水层、软岩基体生态混凝土层以及植生基土层，透水排水层贴附在软岩边坡本体的坡面，透水排水层的上表面依次设有软岩基体生态混凝土层、植生基土层；所述排水系统包括埋设于软岩边坡本体内部的坡内排水管和设于植生基土层上表面的坡面排水结构。本发明各防护层共同工作，有多重防渗、排水功能，共同稳定软岩边坡，施工造价低；同时，提高了边坡绿化效果，增强了软岩边坡内部的稳定性。

Structure for Protection of Costal Sand Dune

The present invention provides a protection structure for a costal sand dune, which prevents a column from being damaged by floating and being pulled out from the bottom due to buoyancy to improve durability and efficiently collecting and preserving (preventing a loss of) sand. According to the present invention, the protection structure for a costal sand dune includes: multiple column members having one or two or more of fixing grooves formed along the circumference in a lower end unit at intervals, wherein a lower end of the column members is piled and fixed into the ground; multiple weight members fixed by being wound on the fixing groove of the column member, wherein the sand or aggregates are filled in the weight member; multiple crossing members installed to cross and connect the column members and vertically installed at intervals; and multiple vertical members installed between the column members to vertically cross the column member and horizontally installed at intervals.

Wire anchor with conical tip

FIELD: construction. SUBSTANCE: wire anchor with a conical tip includes installation of a woven net with an overlap by means of unwinding of rolls with a long side across the direction of slope movement with fixation on the slope by means of anchors with tips. The wire anchor has a conical tip with a guide rod that occupies in the working position the direction matching with the wire, which is attached to a landslide protection structure. EFFECT: higher efficiency of fixation and reliability of operation of landslide protection structures on slopes, lower material intensity. 4 cl, 4 dwg РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2 486 317 (13) C2 (51) МПК E02D 17/20 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ (21)(22) Заявка: 2011117973/03, 04.05.2011 (24) Дата начала отсчета срока действия патента: 04.05.2011 (72) Автор(ы): Ламердонов Замир Галимович (RU), Еналдиева Мадина Анатольевна (RU) C 2 анкерами с наконечниками. Проволочный анкер имеет конический наконечник с направляющим стержнем, принимающим в рабочем положении направление, совпадающее с проволокой, которая прикрепляется к противооползневому сооружению. Технический результат состоит в повышении эффективности закрепления и надежности работы противооползневых сооружений на склонах, снижении материалоемкости. 3 з.п. флы, 4 ил. R U 2 4 8 6 3 1 7 (57) Реферат: Изобретение относится к природоохранному обустройству горных и предгорных ландшафтов и может быть использовано в качестве анкеров для противооползневых сооружений. Проволочный анкер с коническим наконечником включает укладку внахлест плетеной сетки путем разматывания рулонов длинной стороной поперек направления движения склона с закреплением на откосе Ñòð.: 1 ru C 2 (54) ПРОВОЛОЧНЫЙ АНКЕР С КОНИЧЕСКИМ НАКОНЕЧНИКОМ 2 4 8 6 3 1 7 Адрес для переписки: 360030, г.Нальчик, пр. Ленина, 1в, КБГСХА, НИС (патентный отдел), А.К. Апажеву R U (73) Патентообладатель(и): Федеральное государственное образовательное учреждение ...

Artificial reef

FIELD: hydraulic construction, particularly underwater permeable hydraulic biotechnical structures used in shallow sea and water pool zones as artificial substrate and mechanical stimulator facilitating biocenosis growth and mechanical-and-biological filter in zones characterized by increased anthropogenic load, or in emergency territories (in the case of oil, gas and oil product leakages during production and transportation) and to prevent shore structure erosion. SUBSTANCE: artificial reef is made as three-dimensional structure including wave-permeable concrete modules grouped in several columns and rows. The concrete modules include four rectangular supports to be secured to massive reef base provided with stationary anchor connection means, which is engaged with bottom ground. Permeable concrete module is shaped as equilateral tetrahedral skeleton-type pyramid with the first rectangular base inserted in central perforated square orifice of base module. Square orifice has cross-sectional area equal to that of upper module section and dimension providing simultaneous insertion of four supports of modules adjacent in one column and one row. Base module has ground engagement supports formed on lower surface thereof. Stationary anchor connection means comprises at least two anchors connected to rope enclosing artificial reef transversal to wave propagation direction. The rope is to be tightened by tightening screws. EFFECT: decreased material consumption and production costs, simplified assembling and disassembling, maintenance and repair, creation of conditions favorable for macrophyte, mussel and other mollusk growth, as well as for other thalassophilus settlement, possibility to change artificial reef dimensions in three directions, which provides reef production in accordance with hydrodynamic water area conditions and reef usage for shore and offshore building structure protection against erosion caused by storm waves. 2 cl, 12 dwg ÐÎÑÑÈÉÑÊÀß ÔÅÄÅÐÀÖÈß RU (19) ( ...

A kind of shotcrete protection rock slope ecological safeguard structure arrangement and its method

本发明涉及一种锚喷防护岩石边坡生态防护结构布置及其方法,一种锚喷防护岩石边坡生态防护结构布置，包括沿着岩石边坡的坡顶边缘做一道压顶防冲梁，插设于岩石边坡上的多根通过注浆加固的锚杆，多根所述锚杆呈阵列设置，在岩石边坡上铺设钢筋网，钢筋网上喷射一层混凝土层，混凝土层设有若干贯穿混凝土层的孔，孔内由喷射生态混凝土填充，在混凝土层外设有钢丝网，钢丝网喷射生态混凝土层。本发明提供一种在岩石边坡上形成植物覆盖，避免产生松动和石块散落的现象，消除安全隐患，适用岩石陡坡的生态防护方法。

Be applicable to high steep topography landslide and administer structure

本实用新型公开了一种适用于高陡地形滑坡治理结构，包括并排设置的至少三个桩群，桩群包括并排设置的至少三排桩组，每个桩群中的所有桩组均与同一冠梁固接，该冠梁与多根锚索的一端固接，该多根锚索的另一端与滑坡稳定地层固接，桩群中桩组的数量沿滑坡面的滑动方向依次增多，桩组由多个微型桩构成，同一桩群内相邻桩组中的微型桩错位设置。该治理结构通过在滑坡体适当位置设置多排微型桩群提供抗滑力，采用“分段阻截，各个治理”思想大幅降低滑坡传递至前缘位置的滑坡推力而避免产生越顶现象。微型桩顶部埋入冠梁中，锚索穿过冠梁锚入稳定地层中，从而增加岩土体的稳定性，有效地控制岩体的位移，促使其稳定，达到整治滑坡的目的。

Mountain landslide real-time monitoring system based on data analysis

本发明公开了一种基于数据分析的山体滑坡实时监测系统，涉及山体滑坡实时监测技术领域，解决了现有技术中，无法对山体区域进行准确分析，以至于山体滑坡监测的合格性无法满足的技术问题，将山体区域进行滑坡阶段分析，实时分析当前滑坡所处阶段，提高滑坡控制的合理性，同时降低滑坡产生后的二次影响，有利于将山体滑坡的影响降至最低；将山体区域内滑坡区域进行滑坡方向分析，准确分析出滑坡方向，提高山体滑坡救援防范的针对性，有利于降低山体滑坡的影响，提高滑坡预防的准确性；将实时监测的山体区域进行分析，并根据分析获取到监测设备的设置位置，保证监测设备的运行效率，提高山体区域的滑坡监测合格性。

ANTI-SLIDING CONSTRUCTION

Противооползневое сооружение, включающее ряды свай объединенные ростверком и расположенные поперек оползневого склона, и дренажную систему, отличающееся тем, что дополнительно имеет ряды свай с шагом, обеспечивающим несущую способность покрытия в продольном и поперечном направлениях и установленные поярусно поперек склона оползня, при этом верхние части свай каждого яруса объединены жесткой связью, например ростверком установленным под углом, к горизонту по рельефу местности, изменяющимся от яруса к ярусу, причем поверхность жесткой связи имеет гидроизоляционное покрытие. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 2010 143 052 (13) A (51) МПК E02D 27/02 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ЗАЯВКА НА ИЗОБРЕТЕНИЕ (71) Заявитель(и): Федеральное государственное Приоритет(ы): образовательное учреждение высшего (22) Дата подачи заявки: 20.10.2010 профессионального образования "Кубанский государственный аграрный (43) Дата публикации заявки: 27.04.2012 Бюл. № 12 университет" (RU) Адрес для переписки: (72) Автор(ы): 350044, г.Краснодар, ул. Калинина, 13, Дегтярев Владимир Георгиевич (RU), Кубанский ГАУ, отдел науки Коженко Наталья Владимировна (RU), Дегтярев Георгий Владимирович (RU) (21)(22) Заявка: 2010143052/03, 20.10.2010 A 2 0 1 0 1 4 3 0 5 2 R U A Ñòð.: 1 ru 2 0 1 0 1 4 3 0 5 2 (57) Формула изобретения Противооползневое сооружение, включающее ряды свай объединенные ростверком и расположенные поперек оползневого склона, и дренажную систему, отличающееся тем, что дополнительно имеет ряды свай с шагом, обеспечивающим несущую способность покрытия в продольном и поперечном направлениях и установленные поярусно поперек склона оползня, при этом верхние части свай каждого яруса объединены жесткой связью, например ростверком установленным под углом, к горизонту по рельефу местности, изменяющимся от яруса к ярусу, причем поверхность жесткой связи имеет гидроизоляционное покрытие. R U (54) ПРОТИВООПОЛЗНЕВОЕ СООРУЖЕНИЕ

A kind of flexible blocking backstop

本实用新型涉及一种柔性拦挡网，其包括支撑柱、支撑绳和金属柔性网等主要构件；支撑柱由支撑柱主体和支撑柱基座构成；支撑绳包括纵向支撑绳、顶部支撑绳、中间支撑绳以及连接于支撑柱与金属柔性网之间的斜支撑绳；金属柔性网的下部倾斜向斜坡下游布置；金属柔性网在未受冲击时处于松弛状态且底部采用短锚杆来固定位置，金属柔性网的底部存在冗余并向上游方向折叠或埋置于坡体内部。本实用新型结构布局合理，能充分调用松散岩土体自身强度来拦挡运动的岩土体和系统性地降低结构内力。

Domatic mud-rock flow administers composite engineering structure

本实用新型涉及土木工程技术领域，且公开了一种坡面泥石流治理组合工程结构,包括防护机构，防护机构包括连接板、加强筋板、紧固锚钉、抗拉钢丝绳、紧固吊环、防护网、支撑顶块、支撑柱、安装座和支撑板，加强筋板一侧与坡面固定连接，另一侧与连接板底部两端固定连接，抗拉钢丝绳一端活动安装于坡面，另一端活动安装在加强筋板顶部螺纹孔内，防护网一端固定连接于连接板，左右两端固定连接于加强筋板内侧。该坡面泥石流治理组合工程结构，通过抗拉钢丝绳连接加强筋板与坡面，提高了冲击抵抗力，连接板通过底部支撑柱固定连接在坡面上，从底部加强了支撑力，防护网与加强筋板和连接板之间有多点连接，使其可适应范围更广。

Collapse type dangerous rock body combined protection structure

本实用新型公开了一种滑塌式危岩体联合防护结构，包括挡石墙和多根锚固件，所述挡石墙设于滑塌式危岩体的下部表面，多根锚固件从上至下分布，上部的锚固件贯穿所述滑塌式危岩体后深入母岩体的内部，下部的锚固件依次贯穿所述挡石墙和滑塌式危岩体后深入母岩体的内部。本实用新型采用锚固件+挡石墙的联合防护结构，通过在滑塌式危岩体下部设挡石墙，可以固定危岩体的坡脚，防止危岩体沿着坡脚进一步滑动。再通过锚固件，将危岩体固定于稳定母岩中，进一步增加了稳定性。

Pressure arch visualization gravel anchoring test device and method

本发明涉及岩体锚固技术领域，公开了一种压力拱可视化的碎石锚固试验装置及方法，该压力拱可视化的碎石锚固试验装置，包括：内置有压感发光电路的胶体、锚杆组件、底托板以及两端呈敞口设置的碎石箱；胶体用于填充在碎石箱的内部，在碎石箱的内壁上沿碎石箱的径向方向延伸形成有内框，底托板与内框可分离式接触；锚杆组件包括锚杆和安装在锚杆上的两个托盘，其中一个托盘与底托板可分离式接触，另一个托盘与底托板的间距可调。本发明实施例提供的压力拱可视化的碎石锚固试验装置，可以直观展示压力拱，并且方便了碎石锚固试验的快速开展，有助于促进锚杆支护科研与教学；可以作为科研机构的试验设备和教育机构的教学教具。

Side slope rockfall impact interception test device

本申请提供了一种边坡落石冲击拦截试验装置，属于边坡防护技术领域，该边坡落石冲击拦截试验装置包括分段吸收组件和冲击吸收组件。通过架子在实验场地搭建不同坡角和坡型的斜坡滑道，斜坡滑道铺设岩土和阻尼缠带，当第一压缩缸和第二压缩缸内的气腔膨胀力与落石冲击力分力平衡时，冲击架与连接架转动形成一定夹角，此时冲击架的面法向为落石飞出斜坡滑道的冲击方向，通过夹角、水平分力和竖直分力计算出实际落石边坡滚落的冲击力。实现边坡落石滚落冲击的模拟，精确分析各种坡角、地表植被和岩土地形下落石的滚落冲击轨迹和大小，方便实际边坡拦网防护面积和防护强度的选择，填补边坡斜面滚轮冲击的模拟研究。

Wire fabric to protect against falling stones or to protect a topsoil as well as process and device for its production

<B><MU>TECIDO DE ARAME PARA PROTETOR CONTRA DESABAMENTO DE PEDRAS OU PARA A PROTEçãO DE UMA CAMADA SUPERFICIAL DE SOLO ASSIM COMO PROCESSO E DISPOSITIVO PARA A SUA PRODUçãO<MV><D> Um tecido de arame (10) de preferência como proteção contra desabamento de pedras ou para a proteção de uma camada superficial de solo é tecido de arames resistentes a corrosão (11, 12, 13, 14) e/ou é disposto sobre a superfície do solo ou fixado em uma posição aproximadamente vertical em uma encosta ou semelhante. Os arames (11, 12, 13, 14) do tecido de arame (10) são produzidos de um aço de extrema resistência que tem uma resistência nominal na faixa de 100 a 2200 N/mm² e o arame de aço para tal fim emprega aço para cabos de arame ou arame de aço para molas. O tecido de arame é produzido de um tecido quadrangular diagonalmente tecido e tem uma estrutura tridimensional tipo colchão.

Slope blasting control construction method in soil-rock-included environment

本发明公开了一种土夹石环境下边坡爆破控制施工方法，控制施工方法包括如下步骤：在爆破区域内分别开设并行排列的预裂孔和辅助孔；在预裂孔和辅助孔之间开设炮孔，预裂孔的角度大于炮孔的角度；其中辅助孔的前一排的主爆破孔与炮孔的深度方向不在同一方向上。本发明提供的土夹石环境下边坡爆破控制施工方法，在预裂孔装药量过大容易造成保留面结构遭到破坏且平整度较差，装药量小则会出现预裂孔和辅助孔之间岩体脱落不完全的情况下，在预裂孔和辅助孔之间加开一排炮孔，这种方法在高边坡土夹石层爆破过程中取得了良好的保留面的结构完整度，稳定度及平整度；也减少了后期机械对坡面的修整，既节省了费用又大大缩短了工期。

Ecological restoration vegetation concrete slope protection structure suitable for hard rock steep slope and construction method thereof

本发明公开了一种适用于硬质岩石陡坡面的生态修复植被混凝土护坡结构及其施工方法，涉及植被混凝土生态护坡结构技术领域，技术方案为，包括设置在坡顶地面上的地面固定板、设置在坡面上的坡面固定板以及设置在坡面固定板上的移动机构，移动机构上设置有矩形块放置框，若干个地面固定板平行设置，坡面固定板包括纵横交错的横板和竖板，横板和竖板之间通过横竖连接块连接。本发明的有益效果是：基材分基层和面层，本方案将面层的喷植进行改造，先在地面制作出若干个矩形块，即包含面层基材的铁丝网块，将材料很好的包裹住，然后再放置到坡面上以喷植的基层上，很好的解决了空中喷射不均匀的问题，降低损耗，提高施工效率。

Method for stabilization of underwater bank slope of water basin by artificial algae

FIELD: protection of water basin banks. SUBSTANCE: this relates to preventing erosion of underwater part of bank slope. According to method, attached to multiple-tier spacious load-bearing structure having guide eye-lugs on each tier are strips of floating material which are assembled into bundles secured to flexible ropes which are inserted into guide eye-lugs. Load-bearing structure with flexible ropes and bundles of strips is lowered to water basin bottom. Bottom ground is liquified by means of pressure-forced water stream and vibration of load-bearing structure. Then aforesaid structure is lowered to liquified ground below level of wave action upon bottom ground, and lower parts of ropes with bundles of strips are secured in ground by compacting it through vibration of load-bearing structure, delivery of consolidating solution to ground and anchoring. After that, load-bearing structure is removed from water basin with passing ropes with bundles of strips through eye-lugs. Ropes are cut off at level of water basin surface. In result, created is underwater bank slope consolidated by artificial algae. EFFECT: high efficiency. 1 cl, 7 dwg 996 0с ПЧ ГЭ РОССИЙСКОЕ АГЕНТСТВО ПО ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (19) (51) МПК ВИ” 2 095 515. 13) Сл Е 02 В 3/04 12) ОПИСАНИЕ ИЗОБРЕТЕНИЯ К ПАТЕНТУ РОССИЙСКОЙ ФЕДЕРАЦИИ (21), (22) Заявка: 94004850/13, 08.02.1994 (46) Дата публикации: 10.11.1997 (56) Ссылки: ЗЧ, патент, 1605929, кл. Е 02 В 3/04, 1990. Яковенко В.Г. Строительство берегоукрепительных сооружений. - М.: Транспорт, 1986, с. 173 - 1714. (71) Заявитель: Специализированное научно-производственное объединение "Балтберегозащита", Акционерное общество закрытого типа "Ренессанс-Экология" (73) Патентообладатель: Специализированное научно-производственное объединение "Балтберегозащита" (54) СПОСОБ УКРЕПЛЕНИЯ ПОДВОДНОГО БЕРЕГОВОГО ОТКОСА ВОДОЕМА ИСКУССТВЕННЫМИ ВОДОРОСЛЯМИ (57) Реферат: Использование: для берегозащиты и предотвращения эрозии ПОДВОДНОГО берегового откоса водоема. ...

ARTIFICIAL AGING PROCESS FOR ROCK WALLS

Reinforced concrete construction element for building structures which are at least partially submerged, and structures making use thereof

Construction of artificial reefs. The reinforced concrete construction element is formed by at least two tubular segments 1, having parallel geometric axes x-x' and joined together by a flanged beam 2, the longitudinal median plane P-P' of which passes through the axes of the segments. Application to the creation of underwater ecosystems.

Method for producing submergeable structures from filamentary elements, especially in the construction of artificial reefs.

The subject of the invention is submergeable structures which can form artificial reefs. Such a structure is formed from filamentary elements - which are capable of being opened out into suitable volumes, and from connecting elements - ensuring the retention and the rigidity of the said structure. Application to the formation of artificial reefs, to the fitting-out of aquatic sites, to the protection of surface and submerged zones, especially as a breakwater or anti-swell system.

Artificial seaweed from drawn expanded strands of

Artificial seaweed consists of a number of elongated, flexible synthetic thermoplastic elements capable of floating in water, whose ends are woven together from thread-formed elements to form a woven strip, to which anchoring elements are fixed for maintaining the elements near the bottom of a body of water. The artificial seaweed is used for the prevention of coastal erosion. The anchoring elements are placed on the sea bed, so that the elongated elements, which tend to float, can assume a vertical position in the water. This arrangement reduces the flow of water, and promotes deposition of sand.

MOBILE AND TRANSPORTABLE DEVICE FOR THE PROTECTION OF COASTAL AREAS AGAINST STORM CONSEQUENCES AND THE PROLIFERATION OF GREEN ALGAE

La présente invention concerne un dispositif mobile et transportable de protection des zones littorales contre les conséquences des tempêtes et la prolifération des algues vertes, composé de quatre éléments principaux indépendants et coopérant entre eux : e) Un filet de pêche préférablement du type senne de thonier océanique (1). f) Un jeu d'unités flottantes (2) pour maintenir ledit filet de pêche (1) en surface. g) Un jeu d'élément de liaison (3) pour maintenir ledit filet de pêche (1) attaché en fond marin. h) Un jeu de corps morts immergés (4) pour maintenir localement ledit filet de pêche(1) en position. En premier lieu, l'invention s'inspire directement de l'effet protecteur des récifs coralliens qui protègent les zones côtières en faisant obstacle aux tempêtes et en réduisant de façon importante l'impact des cyclones. Elle présente toutefois l'avantage d'être souple et résistante par rapport aux récifs coralliens durs et fragiles. En second lieu, elle limite sensiblement la prolifération des algues vertes en permettant à celles-ci de se fixer sur le dispositif pendant la période hivernale. Retirés en début de période estivale, lesdites algues qui n'ont pu se développer pour atteindre leur taille adulte disparaissent alors par dessèchement et sans fermentation car de trop petites tailles. Selon le mode de réalisation préféré de l'invention, le filet de pêche (1) de type senne de thonier océanique est étendu sur la surface de la mer, maintenu en cette position au moyen d'éléments flottants (2) et relié localement au moyen d'éléments de liaison (3) à des corps morts (4) immergés. (Voir FIG 1). The present invention relates to a mobile and transportable device for protecting coastal areas against the consequences of storms and the proliferation of green algae, composed of four independent and co-operating main elements: e) A fishing net, preferably of the type of ocean tuna seine (1). f) A set of floating units (2) ...

ARTIFICIAL ALGAE MODULE.

Method for construction in the sea, employing floating organisms, for creating artificial harbours, breakwaters, aquicultural reefs and other marine works

Method for construction in the sea, employing floating organisms, in particular algae 1, fixed to an artificial bed 3. The natural buoyancy of the organisms increases or replace the buoyancy of the artificial bed. In the surface waters of any sea, the constructions may carry out the functions of breakwaters, of pollution barriers, of artificial reefs for the concentration and reproduction of fish. The method may be used out at sea for creating artificial harbours.