公开(公告)号：US20040161306A1

公开(公告)日：2004-08-19

申请号：US10370637

申请日：2003-02-19

Inventor： Steven V. Ruel

IPC: E21D020/00 ,  E02D003/02

CPC classification number: E02D29/0225

Abstract: A retaining wall system for stabilizing an earthen wall. The retaining wall system comprises at least one panel structure, at least one anchor mesh panel, and at least one connecting pin. The panel structure comprising a wall panel and at least one insert. The wall panel defines an exposed face and a rear face. A first portion of the insert is embedded within the wall panel. A second portion of the insert extends from the rear face of the wall panel such that the second portion and the rear face of the wall define at least one lock opening. The anchor mesh panel defines a bearing portion and a bearing bar. The anchor mesh panel is arranged such that the bearing bar engages the second portion of the insert and the bearing portion is arranged adjacent to the rear face. The connecting pin is inserted through the at least one lock opening to inhibit relative movement between the anchor mesh panel and the wall panel when loads are applied to the wall panel.

Abstract translation: 用于稳定土墙的挡土墙系统。 挡土墙系统包括至少一个面板结构，至少一个锚网眼面板和至少一个连接销。 所述面板结构包括壁板和至少一个插入件。 壁板限定了暴露的面和后面。 插入件的第一部分嵌入在墙板内。 插入件的第二部分从壁板的后表面延伸，使得壁的第二部分和后表面限定至少一个锁定开口。 锚定网板限定了轴承部分和支承杆。 锚网眼面板被布置成使得支承杆接合插入件的第二部分，并且支承部分邻近后表面布置。 连接销穿过至少一个锁定开口，以在负载施加到墙板时阻止锚网眼面板和壁板之间的相对移动。

公开(公告)号：US20040131429A1

公开(公告)日：2004-07-08

申请号：US10720410

申请日：2003-11-24

Inventor： Thomas L. Rainey

IPC: E21D020/00 ,  E02D029/00 ,  E02D003/02 ,  E02D005/00

CPC classification number: E02D5/74 ,  E02D29/0225 ,  E02D29/0233

Abstract: A retaining wall anchoring system for a segmental retaining wall comprising a plurality of tieback rods adapted to be embedded into soil or rock with a proximal portion extending therefrom, at least one elongated force distribution member positionable directly adjacent the proximal portion of at least one of the tieback rods, a washer positionable about the proximal portions of the tieback rod in abutment with the force distribution member, and a fastener fixedly securable to the proximal portion of the tieback rod to securely clamp the washer against the force distribution member such that tensile forces imposed on the tieback rod are transmitted to the force distribution member so as to distribute these forces throughout a portion of the retaining wall.

Abstract translation: 一种用于节段挡土墙的挡土墙锚固系统，包括多个连杆，其适于嵌入到具有从其延伸的近端部分的土壤或岩石中;至少一个细长的力分布构件，其可直接邻近至少一个的近端部分 绑带杆，围绕靠背杆的近侧部分定位的垫圈，与抵抗力分配构件邻接;以及紧固件，其可固定地固定到靠背杆的近侧部分，以将垫圈牢固地夹紧在力分配构件上，使得施加张力 在回拉杆上传递到力分配构件，以便将这些力分布在挡土墙的整个部分中。

公开(公告)号：US20040109729A1

公开(公告)日：2004-06-10

申请号：US10314784

申请日：2002-12-09

Inventor： William B. Hilfiker ,  Enayat S. Aziz

IPC: E21D020/00 ,  E02D029/00

CPC classification number: E02D29/0233 ,  B21C37/20

Abstract: A soil reinforced retaining wall for an earthen embankment is formed by screwing nails into the embankment at spaced intervals. The nails have helical threads extending therearound of such proportion and pitch as to screw into the formation as the nails are driven into place with a vibratory hammer, without prior boring of the embankment to accommodate the nails, or the necessity of cementing the nails into place. The wall is constructed from the top down and face panels are progressively assembled over the embankment and secured in place by the nails. In a preferred embodiment the nails have an elongate tubular body of a polyhedral cross-section and the threads are formed by twisting the body about its longitudinal axis.

Abstract translation: 通过将钉子以间隔的间距拧入路堤中，形成土壤加固挡土墙。 钉子具有螺旋形螺纹，螺旋形螺纹螺纹螺纹螺纹延伸到这种比例和螺距上，以便在用钉子敲击钉子的情况下将螺钉拧入到地层中，而无需预先钻孔的路堤以容纳钉子，或者必须将钉子固定到位 。 墙壁由上到下构建，面板逐渐组装在路堤上，并通过指甲固定到位。 在优选实施例中，钉子具有多面体横截面的细长管状体，并且螺纹通过围绕其纵向轴线扭转本体而形成。

公开(公告)号：US20040091323A1

公开(公告)日：2004-05-13

申请号：US10292637

申请日：2002-11-13

Inventor： Walter Neal Simmons ,  Walter John Simmons

IPC: E21D020/00 ,  E21D021/00

CPC classification number: E21D21/004

Abstract: A system for mine roof reinforcement includes a bearing plate and a tubular member with an inner surface, an outer surface, first and second free ends, and an enlarged portion disposed proximate one of the free ends. The system also includes a projectile and an insertion member for being received in the tubular member. In addition, a method for inserting a bolt in rock includes: forming a borehole in rock; placing a bearing plate with an opening therein against the rock so that the opening is aligned with the borehole; disposing a tubular member in the borehole and opening so that an enlarged end of the tubular member abuts the plate; and mechanically expanding the tubular member so that an outer wall thereof frictionally engages the rock.

Abstract translation: 一种用于矿顶屋顶加固的系统包括支承板和具有内表面，外表面，第一和第二自由端以及靠近其中一个自由端设置的扩大部分的管状构件。 该系统还包括用于容纳在管状构件中的弹丸和插入构件。 另外，用于在岩石中插入螺栓的方法包括：在岩石中形成钻孔; 将其中具有开口的支承板放置在岩石中，使得开口与井眼对准; 将管状构件设置在钻孔中并打开，使得管状构件的扩大端抵靠板; 并且使管状构件机械地膨胀，使得其外壁摩擦地接合岩石。

公开(公告)号：US20040088931A1

公开(公告)日：2004-05-13

申请号：US10289415

申请日：2002-11-07

Inventor： Nelson N.S. Chou ,  Chia-Cheng Fan

IPC: E21D020/00 ,  E02D003/02

CPC classification number: E02D29/0241

Abstract: A fastening system is invented for fasten the soil nails (which are used in cut areas) and the reinforced retaining structures (which are used in fill areas). The system is to connect the two and form an integrated body to prevent sliding plane passing through the interface of the two. The fastening system includes coupling elements, struts, flanges, steel pipes, cables, annular sleeve and clamps.

Abstract translation: 发明了一种紧固系统，用于固定用于切割区域的土钉（和用于填充区域的）加固保持结构。 系统是连接两个并组成一个整体，以防止滑动平面穿过两者的界面。 紧固系统包括联接元件，支柱，法兰，钢管，电缆，环形套筒和夹具。

公开(公告)号：US20040062614A1

公开(公告)日：2004-04-01

申请号：US10656150

申请日：2003-09-08

Inventor： Robert B. Anderson

IPC: E21D020/00 ,  E02D003/02 ,  F16B007/00

CPC classification number: E02D29/0241 ,  Y10T403/55

Abstract: A method of constructing a retaining wall by connecting one or more layers of reinforcing sheet material, such as a polymeric geogrid, to the rear of one or more wall panels via slots defined in the rear walls of the panels having an angular locking section inside the panels adapted to retain U-shaped end sections of the reinforcing material carrying a connection bar that is cammed into the locking sections of the slots by a wedge.

Abstract translation: 通过将限定在板的后壁中的一个或多个增强板材料（例如聚合物土工格栅）连接到一个或多个墙板的后部的槽来构造挡土墙的方法，所述槽在所述板的后壁中具有角锁定部分 适于保持加强材料的U形端部的板，其承载通过楔形件凸入到槽的锁定部分中的连接杆。

公开(公告)号：US20040018061A1

公开(公告)日：2004-01-29

申请号：US10205727

申请日：2002-07-26

Inventor： Jan Erik Jansson

IPC: E02D003/02 ,  E21D020/00 ,  E02D017/00

CPC classification number: E02D29/0241

Abstract: In a retaining wall comprising stacked courses of concrete modules, each module has unitary walls including a front wall, two lateral walls, and a bottom wall, the front and lateral walls being upright. Each lateral wall has a front edge adjoining the front wall, a back edge spaced from the front edge, an upright rib extending inwardly from said lateral wall, and an upright rib extending outwardly from said lateral wall, the upright ribs being spaced equally from the front wall. Each lateral wall has a provision, such as a recess opening upwardly or an opening through that lateral wall, which is adapted to receive and receives a batten so that the batten can extend through said lateral wall and which is positioned where the batten if pulled backwardly can bear against the upright ribs of said lateral wall. In each of at least some of the courses, a batten is received by the provisions of the lateral walls of at least some of the concrete modules and a geogrid is anchored to the same modules, by the batten.

Abstract translation: 在包括混凝土模块的堆叠路线的挡土墙中，每个模块具有包括前壁，两个侧壁和底壁的整体壁，前壁和侧壁是直立的。 每个侧壁具有邻接前壁的前边缘，与前边缘间隔开的后边缘，从所述侧壁向内延伸的直立肋和从所述侧壁向外延伸的直立肋，所述直立肋与 前墙 每个侧壁具有诸如向上打开的凹口或通过该侧壁的开口的设置，其适于容纳和接收板条，使得板条可以延伸穿过所述侧壁并且被定位在板条被拉向后的位置 可以承受所述侧壁的直立肋骨。 在至少一些课程中的每一个中，通过至少一些具体模块的侧壁的规定接收板条，并且通过板条将土工格栅锚固到相同的模块。

公开(公告)号：US20040013474A1

公开(公告)日：2004-01-22

申请号：US10199852

申请日：2002-07-19

Inventor： Shane E. Weyant ,  Dustin L. Troutman

IPC: E02D003/02 ,  E21D020/00 ,  E02D029/00

CPC classification number: E02D5/16 ,  E02D5/76 ,  E02D2300/0006 ,  E02D2300/0054 ,  E02D2300/007

Abstract: The present invention relates generally to a wale for use in bracing a retaining wall. The wale is comprise of a back wall, a front wall having a channel formed therein, and a plurality of connecting walls connecting the back and front walls to form at least one chamber between the back and front walls. In one embodiment, the wale is of unitary construction and the plurality of connecting walls includes top and bottom walls which form a single chamber between the back and front walls. In an alternative embodiment, the wale is of a unitary construction and the plurality of connecting walls includes a top, upper reinforcing, lower reinforcing, and bottom walls, which form a plurality of chambers between the back and front walls. The wale may by made of a pultruded composite material such as a fiberglass reinforced plastic (FRP) resin impregnated composite. A seawall system using such a waler is also described.

公开(公告)号：US20030143038A1

公开(公告)日：2003-07-31

申请号：US10342758

申请日：2003-01-14

Inventor： John W. Babcock

IPC: E21D020/00 ,  E04H012/20 ,  E02D005/74

CPC classification number: E02D5/808

Abstract: Connection devices to improve utilization of synthetic deformed bars to transfer tensile loads. Attachment devices for connection of thin wall face panels to mechanically stablized earth walls with minimal tensile loads. Horizontally disposed synthetically deformed bars or other tensionable members utilized to combine precast retaining wall elements.

Abstract translation: 连接装置，以提高合成变形棒的利用率，以转移拉伸载荷。 用于将薄壁面板连接到具有最小拉伸载荷的机械稳定土墙的附接装置。 用于组合预制挡土墙元件的水平放置的合成变形杆或其它可张紧构件。

公开(公告)号：US20030121219A1

公开(公告)日：2003-07-03

申请号：US10034678

申请日：2001-12-27

Inventor： William R. Dietel

IPC: E02D005/74 ,  E21D020/00 ,  E21D021/00

CPC classification number: E02D5/803

Abstract: An apparatus for installing a workpiece such as an anchor at a location underneath a surface such as the surface of the earth comprising an elongate track member having a first end positionable proximate as on the surface and a second end positionable distal the surface, a carriage slidably mounted on the track member for reciprocal movement therealong, a hammer assembly mounted on the carriage and having a hammer head reciprocally movable relative to the carriage in a direction toward and away from the first end of the track member, an operator to effect reciprocation of the hammer head and an actuator to compressively urge the carriage toward the first end of the track member.

Abstract translation: 一种用于将诸如锚固件的工件安装在诸如地面的表面下方的位置处的设备，包括细长轨道构件，该细长轨道构件具有可在表面上靠近定位的第一端和位于表面远端的第二端;滑架 安装在轨道构件上用于往复运动，一个槌组件安装在滑架上，并具有一个可相对于托架相对于托架在朝着和离开轨道构件的第一端的方向上往复移动的锤头， 锤头和致动器，以朝着轨道构件的第一端压缩推动滑架。