公开(公告)号：US06764252B2

公开(公告)日：2004-07-20

申请号：US10065214

申请日：2002-09-26

申请人： Murray Sinclair Banting

发明人： Murray Sinclair Banting

IPC分类号： E02D2902

CPC分类号： E02D29/0225

摘要： A retaining wall system having at least one wall section. Each wall section including a base, retaining face and a hinge. The base having a front, rear and sides. The retaining face having a top, bottom and sides. The hinge connecting the front of the base to the bottom of the retaining face. Whereby the hinge allows the retaining face to be folded to and from the base. The retaining face includes an open grid pattern between the top, bottom and sides. The wall section further includes a plurality of receiving elements on each of the sides of both the base and retaining face to allow different angle settings between the base and retaining face. A brace is connected to one of the receiving elements on the base and one of the receiving elements on the retaining face on each side of the wall section between the base and retaining face.

摘要翻译： 具有至少一个壁部分的挡土墙系统。 每个壁部分包括一个基座，一个保持面和一个铰链。 底座有前，后和侧。 保持面具有顶部，底部和侧面。 铰链将底座的前部连接到固定面的底部。 铰链允许保持面向底部折叠。 保持面包括在顶部，底部和侧面之间的开放格栅图案。 壁部分还包括在基部和保持面的两侧的多个接收元件，以允许基部和保持面之间的不同角度设置。 支架连接到底座上的一个接收元件和位于基座和保持面之间的壁部分的每一侧上的保持面上的一个接收元件。

公开(公告)号：US06715964B2

公开(公告)日：2004-04-06

申请号：US09918693

申请日：2001-07-30

申请人： William Dennis Nottingham

发明人： William Dennis Nottingham

IPC分类号： E02D2902

CPC分类号： E02D17/207 ,  E02D5/02 ,  E02D5/03 ,  E02D5/04 ,  E02D5/06 ,  E02D5/08 ,  E02D5/16 ,  E02D5/54 ,  E02D7/02 ,  E02D29/02

摘要： A soil retaining system combining flat sheet pile walls in an open cell configuration includes integral soil anchors to provide an earth retaining system. A method of designing and installing a soil retaining system with an open sheet pile cell structure having integral soil anchors. The method includes, inter alia, calculating soil forces by taking into account material strength of sheet pile, soil friction against the sheet pile in combination with the strength of the integral soil anchor, selecting sheet pile size and length based on soil forces calculation; and installation of sheet pile to form a soil retaining system. The integral soil anchors serve to provide higher load resistance to the earth retaining system.

摘要翻译： 将开放式电池结构中的平板桩墙结合在一起的土体保持系统包括一体的土体锚固件，以提供接地保持系统。 一种设计和安装具有整体土钉的开放式桩桩单元结构的土体保持系统的方法。 该方法尤其包括考虑到桩桩的材料强度，与桩体强度相结合的土体与土体的摩擦力，计算土体力，并根据土体力计算选择板桩的长度和尺寸; 并安装板桩以形成土壤保持系统。 整体式土钉可用于为土体保持系统提供更高的承载能力。

公开(公告)号：US06536994B2

公开(公告)日：2003-03-25

申请号：US09904037

申请日：2001-07-12

申请人： Robert J. Race

发明人： Robert J. Race

IPC分类号： E02D2902

CPC分类号： E02D29/0241 ,  F16B2200/30

摘要： Connectors for use in a retaining wall and a retaining wall having grooved blocks configured to receive the connector. Connectors can be used in various orientations within the grooves of the blocks. In a retaining wall, a flexible geosynthetic material fits into a channel of a channel connector, and is held in place by an elongate bar. The connector prevents abrasion of geosynthetic material. The connector can also be a plurality of spaced-apart projections for use with an apertured, relatively rigid geogrid. The connectors hold geogrid firmly in place, providing for increased connection capacity.

摘要翻译： 用于挡土墙和挡土墙的连接器，其具有构造成接收连接器的开槽块。 连接器可以在块的凹槽内的各种取向中使用。 在挡土墙中，柔性土工合成材料装配到通道连接器的通道中，并通过细长的杆保持在适当位置。 连接器防止土工合成材料的磨损。 连接器也可以是多个间隔开的突起，用于与有孔的相对刚性的土工格栅一起使用。 连接器将土工格栅牢固地固定在适当位置，从而提高连接能力。

公开(公告)号：US06296422B1

公开(公告)日：2001-10-02

申请号：US09367369

申请日：1999-08-11

申请人： Francesco Ferraiolo

发明人： Francesco Ferraiolo

IPC分类号： E02D2902

CPC分类号： E02D29/0241

摘要： The subject of the invention is an element (1) for forming ground covering, restraining and reinforcing structures, particularly for forming retaining walls. The element (1) is constituted by a single wire-netting panel and is divided into a bottom portion (301), an intermediate front restraining portion (101), and a top end covering portion (201). These portions are delimited by reinforcing bars (2, 3) which are inserted in the mesh of the wire netting and which extend along the front portion (101) or define, between the portions (101, 201, 301), the predetermined bend lines for the formation of a substantially channel-shaped restraining element with a substantially vertical or inclined front wall. The structural element is filled with earth, stones or combinations of earth and stones (7, 7′) and several channel-shaped layers each formed by an element (1) can be laid on top of one another to form retaining structures.

摘要翻译： 本发明的主题是用于形成地面覆盖物，约束和加强结构的元件（1），特别是用于形成挡土墙。 元件（1）由单个网状网构成，分为底部（301），中间前限制部（101）和顶端覆盖部（201）。 这些部分由加强筋（2,3）限定，所述钢筋插入网网的网格中并且沿着前部（101）延伸或限定在所述部分（101,201,301）之间，所述预定弯曲线 用于形成具有基本垂直或倾斜的前壁的基本上通道形的约束元件。 结构元件填充有地球，石头或地球和石头（7,7'）的组合，并且每个由元件（1）形成的几个通道形层可以彼此叠置以形成保持结构。

公开(公告)号：US06287054B1

公开(公告)日：2001-09-11

申请号：US09572311

申请日：2000-05-18

申请人： Philip D. Egan ,  Augusto Bazzocchi ,  Philip M. Taylor

发明人： Philip D. Egan ,  Augusto Bazzocchi ,  Philip M. Taylor

IPC分类号： E02D2902

CPC分类号： E02D29/0241

摘要： Concrete blocks are used to build plantable retaining walls having varying angles. The blocks have a hollow inner volume, open at the top and bottom to enable the plants to grow therein. The side walls of the block each have a portion which is parallel to the longitudinal axial vertical center plane of the block. The parallel portions of the side walls include a plurality of connector-receivers to allow for the interconnection of one block with superimposed blocks at varying staggering positions by the engagement of discrete connector devices. The blocks may be interconnected to geogrids for the construction of reinforced retaining walls. The connection to the geogrids may be made using the same connector connecting the blocks or a distant one.

摘要翻译： 混凝土块用于建造具有不同角度的可植入挡土墙。 块体具有中空的内部体积，在顶部和底部开放，以使植物在其中生长。 块体的侧壁各自具有平行于块体的纵向轴向垂直中心平面的部分。 侧壁的平行部分包括多个连接器 - 接收器，以允许通过离散的连接器装置的接合使一个块与叠加的块在相互交错的位置上的互连。 这些块可以与土工格栅相互连接，用于构造加固挡土墙。 与土工格栅的连接可以使用连接块或相邻块的相同连接器。

公开(公告)号：US06168354A

公开(公告)日：2001-01-02

申请号：US09311970

申请日：1999-05-14

申请人： James S. Martin ,  Curtis W. Shillingburg

发明人： James S. Martin ,  Curtis W. Shillingburg

IPC分类号： E02D2902

CPC分类号： E02D29/025

摘要： A modular wall block is adapted for being assembled together with a number of like blocks in stacked courses to form a retaining wall. The wall block includes a front face and rear, top and bottom, and opposing sides. A locking shear key extends outwardly from either of the top or bottom of the wall block, and is adapted for residing between respective adjacent sides of like blocks in an adjacent upper or lower course to anchor the wall block in position. A severable area is formed with the shear key for being removed to accommodate placement and orientation of the wall block between respective adjacent sides of like blocks in an adjacent upper or lower course.

摘要翻译： 模块化的墙体块适于与多个类似的块组装在堆叠的路线中以形成挡土墙。 墙壁块包括前面和后面，顶部和底部以及相对的两侧。 锁定剪切键从壁块的顶部或底部中的任一个向外延伸，并且适于驻留在相邻的上部或下部过程中的相似块的相应相邻侧之间，以将壁块锚定在适当位置。 可拆卸区域形成有用于被移除的剪切键，以适应在相邻的上部或下部过程中相似块的各个相邻侧面之间的壁块的放置和取向。

公开(公告)号：US06827527B2

公开(公告)日：2004-12-07

申请号：US10439434

申请日：2003-05-16

申请人： James E. Conkel ,  Richard J. Valentine

发明人： James E. Conkel ,  Richard J. Valentine

IPC分类号： E02D2902

CPC分类号： E02D29/0225 ,  E02D29/025

摘要： The present invention provides a wall that is easy to construct and is able to utilize the long-term design strength of a geosynthetic reinforcement connection or anchor. In accordance with one or more of the embodiments, the wall comprises a multifaceted rotatable locking bar in contact with one end of a geosynthetic reinforcement; a lower block with an edgeless surface section adjacent a receiving channel which accepts the locking bar and geosynthetic reinforcement; and, an upper block with a receiving channel which also accepts the locking bar and geosynthetic reinforcement. A force applied to an opposite end of the geosynthetic reinforcement is transferred, via the geosynthetic reinforcement, to the locking bar causing the bar to rotate and engage the geosynthetic reinforcement with at least one side of a receiving channel. In this manner, the reinforcement is engaged with the stacked blocks and the stacked blocks are united with the adjacent support or backfill.

摘要翻译： 本发明提供一种容易构造并能够利用土工合成加强连接或锚的长期设计强度的壁。 根据一个或多个实施例，壁包括与土工合成钢筋的一端接触的多面向旋转的锁定杆; 下部块，其具有邻近接收通道的无边缘表面部分，其接收锁定杆和土工合成钢筋; 以及具有接收通道的上部块，其也接受锁定杆和土工合成钢筋。 施加到土工合成钢筋的另一端的力经由土工合成钢筋被转移到锁定杆上，从而使杆旋转并与接收通道的至少一侧接合土工合成钢筋。 以这种方式，加强件与堆叠的块接合，并且堆叠的块与相邻的支撑或回填结合。

公开(公告)号：US06808339B2

公开(公告)日：2004-10-26

申请号：US10227474

申请日：2002-08-23

申请人： John E. Peterson ,  Deh-Jeng Jang

发明人： John E. Peterson ,  Deh-Jeng Jang

IPC分类号： E02D2902

CPC分类号： E02D29/0216

摘要： A modular retaining watt has tiers of headers which extend into compacted backfill material and tiers of stretchers which extend between headers to form the front face of the wall. Vertical pins, extending between successive headers in each stack of headers, facilitate precise emplacement of headers during construction of the wall. Layers of geosynthetic mesh reinforcement reinforce the load bearing capability of the backfill. Load forces in the backfill are sustained by forward ends of the layers of geosynthetic mesh reinforcement, which extend upward in front of the backfill and then backward into the backfill, instead of being sustained by the stretchers. A sizable space behind the stretchers may be filled with loose topsoil to facilitate growth of landscaping plantings on the face of the wall.

公开(公告)号：US06715965B2

公开(公告)日：2004-04-06

申请号：US09832388

申请日：2001-04-11

申请人： Benjamin R. Manthei ,  James A. Manthei

发明人： Benjamin R. Manthei ,  James A. Manthei

IPC分类号： E02D2902

CPC分类号： E02D29/025

摘要： Retaining walls are formed from one or more tiers of concrete blocks. Top projections on all except the uppermost tier of blocks are received in recesses in the bottom of blocks in an adjacent upper tier. The top of the retaining wall may be finished with blocks which have a surface portion recessed below an upper edge of the face of the block for extending top soil or other material up to the block face. Alternately, the top blocks may form a drainage ditch which extends along at least a portion of the top of the retaining wall. Blocks used in tiers below the uppermost tier may have troughs suitable for filling with soil and plants. The exposed faces of the blocks are textured and, optionally, may be colored to simulate the appearance of stone or rocks.

摘要翻译： 挡土墙由一层或多层混凝土块形成。 除了最上层的块之外的所有顶部投影都被接收在相邻上层中的块的底部的凹部中。 挡土墙的顶部可以用具有在块的表面的上边缘下方凹进的表面部分的块来完成，用于将顶部土壤或其他材料延伸到块体表面。 或者，顶部块可以形成沿着挡土墙顶部的至少一部分延伸的排水沟。 在最上层以下的层中使用的块可能具有适合于填充土壤和植物的槽。 块的暴露面是有纹理的，并且可选地可以着色以模拟石头或岩石的外观。

公开(公告)号：US06692195B2

公开(公告)日：2004-02-17

申请号：US10001440

申请日：2001-10-25

申请人： Jan Erik Jansson

发明人： Jan Erik Jansson

IPC分类号： E02D2902

CPC分类号： E01F8/022

摘要： For abating noise along a highway, along a railway, or along another noise-generating way, a wall having an anterior face and a posterior face comprises, across each face, concrete modules stacked in an upper tier, at least one intermediate tier, and a lower tier. Each module is plantable and has a batten. Across each face, the modules are spaced laterally from one another in courses, one course in each tier, so that modules of each course straddle modules of the next course above or below said course. In each of alternate ones of the tiers, a geogrid strip is deployed around the battens of the modules along the anterior face and around the battens of the modules along the posterior face, in a zig-zag pattern, so as to tie the modules along the anterior face to the modules along the posterior face. The modules across each face are embedded partially in an earthen, noise-absorbing mass, through which the geogrid strips pass and which is situated between the modules across the anterior face and the modules across the posterior face.

摘要翻译： 沿着高速公路，沿着铁路或沿着另一种产生噪音的方式减轻噪音，具有前表面和后表面的墙壁在每个面上包括堆叠在上层中的混凝土模块，至少一个中间层，以及 一层较低。 每个模块都是可植入的，有一个板条。 在每个面上，模块彼此横向间隔开，每个层次中一个过程，使得每个课程的模块跨越下一个课程的模块高于或低于所述课程。 在每个层级中的每一层中，沿着前面的模块的模板周围部署土工格栅条，并且沿着后面沿着模型围绕模块的条状以锯齿形图案，以便将模块沿着 沿着后面的模块的前面。 每个表面上的模块部分地嵌入土体，噪声吸收质量中，土工格栅通过该质量块通过，并且位于模块之间横跨前表面和跨越后表面的模块。