公开(公告)号：WO2012151342A3

公开(公告)日：2013-01-24

申请号：PCT/US2012036211

申请日：2012-05-03

Applicant: T & B STRUCTURAL SYSTEMS LLC ,  TAYLOR THOMAS P

Inventor： TAYLOR THOMAS P

IPC: E04B1/38 ,  B23K11/00 ,  E02D17/18 ,  E02D29/02

CPC classification number: E02D29/0233 ,  B23K11/002 ,  E02D5/76 ,  E02D29/0241 ,  Y10T403/32221

Abstract: An apparatus for connecting an earthen formation to a concrete facing of a mechanically stabilized earth (MSE) structure, and a method of manufacturing the same. A one-piece, flat, plate-like connector has a stem and a tab, wherein the stem is resistance welded to a soil reinforcing element embedded within the earthen formation. The tab is connected to a facing anchor attached to the concrete facing. The stem of the plate connector has grooves formed in its opposing sides and longitudinal channels to increase the strength of the resistance weld.

Abstract translation: 一种用于将土层连接到机械稳定地球（MSE）结构的混凝土面的装置及其制造方法。 一体式平坦的板状连接器具有杆和突片，其中杆被电阻焊接到埋在土层内的土壤增强元件。 接头连接到一个连接到混凝土面的锚杆上。 板连接器的杆具有形成在其相对侧和纵向通道中的槽，以增加电阻焊接的强度。

公开(公告)号：WO2011119205A3

公开(公告)日：2011-09-29

申请号：PCT/US2011/000507

申请日：2011-03-21

Applicant: AYERS, Michael, R. ,  URRUTIA, Jose, L.

Inventor： AYERS, Michael, R. ,  URRUTIA, Jose, L.

IPC: B09B1/00 ,  E02D17/18 ,  E02D17/20

Abstract: A cover system is provided for waste sites and environmental closures, in which the cover system comprises a synthetic grass and an impermeable geomembrane that can be applied without the use of heavy earthwork equipment as temporary or final cover to control odors, erosion, gas migration and contaminate migration. The invention allows installation on very steep slopes and does not require the use of an extensive anchoring system to resist wind uplift or slope failure. A gas collection system is located under the cover system for the collection of gas produced by the waste sites.

公开(公告)号：WO2011036991A1

公开(公告)日：2011-03-31

申请号：PCT/JP2010/065014

申请日：2010-09-02

Applicant: 日本環境製造株式会社 ,  鎌田 義雄

Inventor： 鎌田　義雄

IPC: E02D17/18

CPC classification number: E04B2/84 ,  E02D17/18

Abstract: 【目的】　施工後の擁壁が不安定であるなどの問題がなく、比較的小規模の土地改良に適した埋め戻し構造物の実現を目的とする。 【構成】　地下構造物を構築するための埋め戻し構造物であって、地山部の前面に立設された複数の壁面パネル１と、壁面パネルに設けられた貫通穴を貫通して壁面パネル前面側で緊結される連結部材２と、連結部材２の他端側が締結された網状シート３と、網状シート３上に盛られて網状シート３を埋設固定する埋め戻し土本体とを備えて構成され、壁面パネル１と壁面パネル背面側と地山部の間を埋め戻し土本体によって盛土したことを特徴とする。

Abstract translation: 公开了一种适合于较小规模的土地改良的回填结构，其中不会发生构造后的挡土墙不稳定等问题。 用于建造地下结构的回填结构的特征在于包括垂直设置在自然地面之前的多个壁面板（1），穿过设置在墙壁面板上的通孔的连接构件（2） 由所述连接部件（2）的另一端固定的网片（3）和堆叠在所述网片（3）上并对所述网片（3）进行掩埋和固定的回填土体; 以及壁面板（1）之间的空间，壁面板的背面以及由回填土体填充的自然地面。

公开(公告)号：WO2005108693A3

公开(公告)日：2006-08-03

申请号：PCT/US2005014941

申请日：2005-04-29

Applicant: ROCKWOOD RETAINING WALLS INC ,  PRICE RAYMOND R

Inventor： PRICE RAYMOND R

IPC: E02D17/18 ,  B28B7/00 ,  B28B17/00 ,  E02D29/02 ,  E04B1/00 ,  E04B2/02 ,  E04C1/39

CPC classification number: E02D29/025 ,  B28B7/0061 ,  B28B17/0018 ,  E04B2002/026 ,  E04C1/395

Abstract: A block suitable for use in a retaining wall, the block has a top surface, a bottom surface, a front surface, a rear surface, and opposed sides. The block includes a weakened section that extends substantially from the front to the rear surface, and which is configured and arranged to facilitate splitting the block into two smaller blocks. The weakened section can take the form of one or more slots that are generally situated within the body of the block and one or more grooves located at the front and rear surfaces, respectively. The groove at the front surface of the block is configured and arranged to simulate a joint between two adjacent blocks. Preferably, the front groove is formed by a core that modifies the block as it is removed from the mold in which it was cast. The block may include one or more projections and/or positioning elements that extend from the block in a generally vertical direction, and which are configured and arranged to engage a block in an adjacent course of blocks.

Abstract translation: 适用于挡土墙的块，该块具有顶表面，底表面，前表面，后表面和相对的两侧。 该块包括基本上从前面延伸到后表面的弱化部分，其被构造和布置成便于将块分成两个较小的块。 弱化部分可以采取通常位于块的主体内的一个或多个槽的形式，以及分别位于前表面和后表面的一个或多个槽。 块的前表面处的槽被构造和布置成模拟两个相邻块之间的接合。 优选地，前槽由芯部形成，当芯块从其被铸造的模具中移除时改变块体。 块可以包括一个或多个突起和/或定位元件，其在大致垂直的方向上从块延伸，并且被构造和布置成与块的相邻过程中的块接合。

公开(公告)号：WO02048467A1

公开(公告)日：2002-06-20

申请号：PCT/KR2001/002069

申请日：2001-11-30

IPC: E02D29/02 ,  E02D17/18 ,  E02B3/12

CPC classification number: E02D29/0241

Abstract: Disclosed is a geogrid (1) comprising a sheet main body (3) formed with a plurality of through holes (5) through which soil passes; at least one connector (7) protruded from a surface of the sheet main body (3); and at least one accepter (13) positioned opposite the connector (7) and accepting the connector (7) of another geogrid (1). With this configuration, the geogrid (1) can be conveniently, carried, maintained and constructed, and is improved in durability.

Abstract translation: 公开了一种土工格栅（1），其包括形成有多个通孔（5）的片材主体（3），土壤通过; 从所述片主体（3）的表面突出的至少一个连接器（7）; 以及至少一个与所述连接器（7）相对并且接受另一土工格栅（1）的连接器（7）的接收器（13）。 通过这种构造，可以方便地，承载，维护和构造土工格栅（1），并且耐久性得到改善。

公开(公告)号：WO02033178A1

公开(公告)日：2002-04-25

申请号：PCT/JP2000/007255

申请日：2000-10-19

IPC: E01C3/00 ,  E02B3/10 ,  E02D3/026 ,  E02D17/18 ,  E04C1/39 ,  E04H17/14 ,  E02B3/14 ,  E02B17/00 ,  E02D3/00

CPC classification number: E04C1/395 ,  E01C3/006 ,  E02B3/10 ,  E02D3/026 ,  E02D17/18 ,  E04H17/1404

Abstract: A unitized civil engineering structure capable of a solid integration and being high in durability. One block-form unit (B1), out of adjoining block-form units (B1, B1), is formed with a protrusion (P1, ...) and the other block-form unit (B1) is formed with a recess (H1, ...), and block-form units (B1, ...) are stacked one upon another with protrusions (P1) fitted into recesses (H1), whereby the civil engineering structure (ST1) is constructed.

Abstract translation: 一体化的土木工程结构，坚固一体，耐用性高。 在相邻的块形单元（B1，B1）之外的一个块形单元（B1）形成有突起（P1，...），另一个块形单元（B1）形成有凹部 H1，...）和块形单元（B1，...）彼此堆叠，突起（P1）装配到凹部（H1）中，由此构造土木工程结构（ST1）。

公开(公告)号：WO01049943A2

公开(公告)日：2001-07-12

申请号：PCT/IB2000/001891

申请日：2000-12-15

IPC: E02D17/18 ,  E01B1/00 ,  E02D17/20 ,  E02D29/02 ,  E02D29/00

CPC classification number: E02D29/025 ,  E02D29/0216 ,  E02D29/0266 ,  E02D29/0283

Abstract: The present invention relates to a system and method for constructing a pre-stressed modular construction for supporting or retaining an applied load. In particular, the present invention relates to a system and method for pre-stressed modular retaining walls. The system comprises a plurality of header stacks (101) constructed from a variety of header units (110). The header stacks are coupled by structural members (130). Active reinforcement elements (115) are used to induce a pre-stressing force into the header stacks to support or retain the applied load. A method for constructing the modular construction is provided.

Abstract translation: 用于制造预应力模块化结构构件的系统和方法技术领域本发明涉及一种用于制造适于支撑或保持施加载荷的预应力模块化结构构件的系统和方法。 尤其涉及制造预应力模块化挡土墙的系统和方法。 该系统包括由各种头部构件（110）构成的多个头部叠层（101）。 集管堆由结构构件（130）连接。 主动电枢元件（115）用于在集管堆中引起预应力以支撑或保持所施加的载荷。 本发明还涉及一种生产模块化结构的方法。

公开(公告)号：WO00061880A1

公开(公告)日：2000-10-19

申请号：PCT/CA2000/000370

申请日：2000-04-07

IPC: E02B3/04 ,  E02D17/18 ,  E02D17/20 ,  E02D29/02

CPC classification number: E02D29/0225 ,  E02D29/02 ,  E02D2300/0084

Abstract: A retaining wall structure built of wall-building units such as sand/soil bags or hardenable building units such as clay bricks has interconnecting members placed between adjacent courses of units to attach the adjacent courses to one another. The interconnecting members are plates having projections on both sides which protrude into the wall-building units of the adjacent courses. Sheets of geogrid preferably extend from between some of the courses of wall-building units into the fill retained by the wall-building units. Projections on the interconnecting members protrude through holes in the geogrid sheet, anchoring the wall face to the reinforced soil structure.

Abstract translation: 由诸如砂土/土壤袋或可硬化建筑单元（例如粘土砖）的墙壁建筑单元建造的挡土墙结构具有放置在相邻的单元之间的相互连接的构件，以将相邻的横列彼此附接。 互连构件是在两侧具有突出到相邻轨道的壁式构造单元中的突起的板。 土工格栅的板材优选地从一些墙壁建造单元的过程延伸到由墙壁建造单元保留的填充物中。 互连构件上的突起突出穿过土工格栅片中的孔，将墙壁固定在加固土体结构上。

公开(公告)号：WO00034587A1

公开(公告)日：2000-06-15

申请号：PCT/EP1999/009534

申请日：1999-12-06

IPC: E02B3/10 ,  E02D5/18 ,  E02D17/18 ,  E02D19/18

CPC classification number: E02D17/18 ,  E02B3/102 ,  E02D5/18 ,  E02D19/18

Abstract: The dam comprises a body (11) made of loose material, for example earth and/or rocks (A), and a water barrier (12) axially extending to the dam body (11), comprising a waterproofing layered membrane (13) and a zone of waterpermeable loose material (B), on at least one side of the membrane (13), which can be injected with a sealing fluid and is designed to avoid puncturing of the membrane (13) and to allow the monitoring of the leakage waters due to failures in the waterproofing membrane (13). The water barrier (12) can be provided inside the dam body or close to the upstream face.

Abstract translation: 大坝包括由松散材料制成的本体（11），例如土和/或岩石（A），以及轴向延伸到坝体（11）的防水壁（12），包括防水层状膜（13）和 在所述膜（13）的至少一侧上的可渗透疏松材料（B）的区域，其可以被注入密封流体并且被设计成避免刺穿所述膜（13）并且允许监测所述泄漏 由于防水膜（13）中的故障导致的水。 水屏障（12）可以设置在坝体内部或靠近上游面。

公开(公告)号：WO99016979A1

公开(公告)日：1999-04-08

申请号：PCT/GB1998/002912

申请日：1998-09-28

IPC: E02D17/18 ,  E02D29/02

CPC classification number: E02D29/0225 ,  E02D2300/0004

Abstract: A facing element for a reinforced soil structure has first and second adjoining chamber (2, 3). A polymeric strip (6) to be secured to the facing element is circumflected about a non-metallic member (7), and the member (7) and a portion of the circumflected strip (6) are inserted into the first chamber (2) and moved laterally into the second chamber (3) where they are retained in wedged-engagement. The first chamber (2) is sealed to prevent removal of the rod (7).

Abstract translation: 用于加固土壤结构的面向元件具有第一和第二邻接室（2,3）。 要固定到面对元件的聚合物条（6）围绕非金属构件（7）环绕，并且构件（7）和环绕条（6）的一部分插入第一室（2）中， 并横向移动到第二腔室（3）中，在那里它们被楔入。 第一室（2）被密封以防止杆（7）的移除。