公开(公告)号：US20240352682A1

公开(公告)日：2024-10-24

申请号：US18372420

申请日：2023-09-25

申请人： Changsha University of Science and Technology

发明人： Xiang Qiu ,  Siqi Fan ,  Jiyuan Zhu ,  Xiaoming Fan ,  Jinhong Li

IPC分类号： E01C3/04 ,  E01C3/06 ,  E02D11/00 ,  E02D17/18 ,  E02D17/20

CPC分类号： E01C3/04 ,  E01C3/06 ,  E02D11/00 ,  E02D17/18 ,  E02D17/207 ,  E02D2300/0032 ,  E02D2300/0037 ,  E02D2300/0079 ,  E02D2300/0085 ,  E02D2600/30 ,  E02D2600/40

摘要： An in-situ reconstruction and extension structure of an embankment and a construction method thereof are provided. The structure includes a stepped slope excavated on an existing side slope. A gradient of the stepped slope is the same as that of an extension side slope, the stepped slope is individually intersected with top and bottom planes of existing side slope; a toe of existing side slope is taken as a toe of the extension side slope, and gradient of the extension side slope is determined according to positions of the toe and an expanded width. An outer side of stepped slope is filled with a geogrid reinforcement layer in a layered manner, a slope protection structure is arranged on an outer side of the geogrid reinforcement layer to form extension equivalent side slope; a drainage system is arranged at a bottom of the extension side slope.

公开(公告)号：US20200156244A1

公开(公告)日：2020-05-21

申请号：US16191814

申请日：2018-11-15

申请人： International Business Machines Corporation

发明人： Luyao Li ,  Ramesh Raj ,  Kyle D. Robeson ,  Zhao Cheng

IPC分类号： B25J9/16 ,  B25J13/08 ,  E02D17/18

摘要： Provided are a computer program product, system, and method for controlling moveable robot blocks to dynamically form a barrier. A barrier plan is generated indicating a placement of moveable robot blocks at locations in a coordinate system to form a barrier in a geographical area, wherein the coordinates system indicates locations for the moveable robot blocks to form the barrier. Commands are transmitted to the moveable robot blocks deployed in the geographical area where the barrier is to be formed to cause the moveable robot blocks to move to the locations in the coordinate system in the barrier plan to form the barrier.

公开(公告)号：US10344444B2

公开(公告)日：2019-07-09

申请号：US15321926

申请日：2015-06-30

申请人： Hiram (WA) Pty Ltd

发明人： Steven Peter Durkin ,  John Forbes Murdoch

IPC分类号： E02D17/18 ,  E02D29/02 ,  E02D17/08

摘要： An edge protection safety bund system (10) for use in connection with a rock bund made of rock fill. The edge protection safety bund system (10) comprises a bund module (12) having a barrier wall (14) and a base plate (16). The bund module (12) is preferably one of a plurality of bund modules (12) arranged side by side to form an extended barrier wall (14). The barrier wall (14) of each module (12) extends substantially perpendicularly upwards from the base plate (16), and a support web (18) extends at an angle from a rear face of the barrier wall (14) to an upper surface of the base plate (16). In use, when rock fill is dumped onto the rear of the bund modules (12), and allowed to flow back to its natural angle of repose behind the barrier walls (14), it creates a rock bund (20) with a front face formed by the extended barrier wall (14).

公开(公告)号：US20180305883A1

公开(公告)日：2018-10-25

申请号：US15766650

申请日：2016-10-12

申请人： John Jarvie

发明人： John Jarvie

IPC分类号： E02D5/03 ,  E02D17/18 ,  E02D29/02

CPC分类号： E02D5/03 ,  E02B3/10 ,  E02D17/18 ,  E02D29/0241 ,  E02D2300/0006 ,  E02D2300/0045 ,  E02D2300/0053 ,  E02D2300/007 ,  E02D2600/20 ,  E02D2600/40

摘要： An earth retention levee system is disclosed which is constructed from spaced apart facing parallel walls of interlocking sheet piles (1, 2) said sheet piles having outside faces (5) and inside faces (4) formed with gridspines (10) along a longitudinal extent thereof, said gridspines (10) being connected to adjacent edges of geogrids (20) which link said parallel walls and stabilise fill (21) disposed therebetween.

公开(公告)号：US20170211253A1

公开(公告)日：2017-07-27

申请号：US15456829

申请日：2017-03-13

申请人： AWT IP, LLC

发明人： CARLTON DUDDING

IPC分类号： E02D17/18 ,  E02D29/02 ,  E02D31/00 ,  E02B11/00

CPC分类号： E02D17/18 ,  B09B1/00 ,  B09B1/004 ,  E02B11/00 ,  E02D3/00 ,  E02D17/20 ,  E02D17/202 ,  E02D29/0241 ,  E02D31/002 ,  E02D31/004 ,  E02D2450/10 ,  E02D2450/105 ,  Y02W30/32

摘要： A reinforced wall system comprising fill material, a plurality of facing baskets, a plurality of reinforcing members at least partially disposed within the fill material, and an impermeable membrane at least partially encapsulating at least a portion of the fill material and one or more of the reinforcing members. Each of the plurality of reinforcing members is associated with a corresponding facing basket. An outer end of each reinforcing member is above a substantially horizontal portion of the corresponding facing basket. The facing baskets and the reinforcing members are positioned in a plurality of layers, with each layer comprising one facing basket and one corresponding reinforcing member. The impermeable membrane is positioned to span two or more layers of the plurality of layers. At one or more layers of the plurality of layers, a portion of the impermeable membrane is positioned around an outer end of the corresponding reinforcing member.

公开(公告)号：US20160145825A1

公开(公告)日：2016-05-26

申请号：US14896703

申请日：2014-06-11

申请人： SOLETANCHE FREYSSINET

发明人： Bertrand STEFF DE VERNINAC ,  Sabine DARSON-BALLEUR ,  Florence RENALIER ,  Michel COUDRY

IPC分类号： E02D29/05 ,  E02F1/00 ,  G01R29/24 ,  G01R29/08 ,  G01R29/12 ,  G01R33/02 ,  E02D29/02 ,  E02D17/18

CPC分类号： E02D29/05 ,  E02D17/13 ,  E02D17/18 ,  E02D29/02 ,  E02F1/00 ,  G01R29/0878 ,  G01R29/12 ,  G01R29/24 ,  G01R33/02

摘要： The invention relates to an installation (10) for making a continuous wall in ground (S), the installation comprising: an excavation machine (14) having a frame (16) with a bottom end (16b); determination means (80) for periodically determining the offset between the frame and a first screen while making a second screen in the ground juxtaposed with the first screen; and correction means (50) for periodically correcting the position of the frame (16) so as to reduce the offset as determined by the determination means between the frame (16) and the first screen (E1), and maintain overlap between the longitudinal side of the frame and the longitudinal side of the first screen in such a manner that the second screen is secant with the first screen (E1) over the entire length of the shorter of the first and second screens, thereby forming the wall that is continuous.

摘要翻译： 本发明涉及一种用于在地面（S）中制造连续壁的安装件（10），该装置包括：挖掘机（14），具有具有底端（16b）的框架（16）; 确定装置（80），用于周期性地确定在与第一屏幕并置的地面中的第二屏幕之间的帧和第一屏幕之间的偏移; 以及用于周期性地校正所述帧（16）的位置以便减少由所述确定装置在所述帧（16）和所述第一屏幕（E1）之间确定的偏移的校正装置（50），并且保持所述纵向侧 的框架和第一屏幕的纵向侧面，使得第二屏幕与第一屏幕（E1）在第一和第二屏幕的较短的整个长度上切割，从而形成连续的壁。

公开(公告)号：US20150125214A1

公开(公告)日：2015-05-07

申请号：US14592577

申请日：2015-01-08

申请人： AWT IP, LLC

发明人： CARLTON DUDDING

IPC分类号： B09B1/00 ,  E02D17/20 ,  E02D31/02 ,  E02D17/18

CPC分类号： B09B1/004 ,  B09B1/00 ,  B09B1/008 ,  E02B11/00 ,  E02D17/18 ,  E02D17/202 ,  E02D29/0241 ,  E02D31/002 ,  E02D31/025 ,  E02D2450/10 ,  Y02W30/32

摘要： Embodiments of the invention comprise a system for strengthening a sloped structure such as a berm, basin, levee, or embankment. The comprises first and second opposing sides, the second side being adjacent the sloped structure; a bottom side adjoining bottom edges of the first and second sides, thereby forming a cavity within the first, second, and bottom sides; fill material disposed within the cavity; an impermeable membrane encapsulating at least a portion of the fill material; and a plurality of reinforcing members disposed within the fill material.

摘要翻译： 本发明的实施例包括用于加强诸如护堤，盆地，堤坝或路堤的倾斜结构的系统。 它包括第一和第二相对侧，第二侧邻近倾斜结构; 邻接第一和第二侧的底边缘的底侧，从而在第一，第二和底侧内形成空腔; 填充材料设置在腔内; 封装至少一部分填充材料的不渗透膜; 以及设置在所述填充材料内的多个加强构件。

公开(公告)号：US09011048B2

公开(公告)日：2015-04-21

申请号：US14107548

申请日：2013-12-16

申请人： William K. Hilfiker ,  William Brent Hilfiker ,  Harold K. Hilfiker

发明人： William K. Hilfiker ,  William Brent Hilfiker ,  Harold K. Hilfiker

IPC分类号： E02D29/02 ,  E02D17/20 ,  E02D17/18

CPC分类号： E02D17/20 ,  E02D17/18

摘要： A method for constructing a mechanically stabilized earthen embankment has the steps of constructing a wall facing element, and determining a plane of maximum force and a zone of maximum force in the earthen embankment to be formed. A plurality of elongate soil reinforcement elements are bent to form semi-extensible bent segments, but such that proximal and distal portions remain substantially straight and inextensible. The elongate soil reinforcement elements are positioned such that the semi-extensible region is within the zone of maximum force, and the proximal ends are connected to the wall facing element. Fill soil is added to build the earthen embankment, and the process is repeated until the earthen embankment is formed.

摘要翻译： 用于构造机械稳定的土堤的方法具有构造壁面元件的步骤，并且确定要形成的土堤中的最大力的平面和最大力的区域。 多个细长的土壤增强元件被弯曲以形成半可延伸的弯曲段，但是使得近侧和远端部分保持基本上直的和不可延伸的。 细长的土壤增强元件被定位成使得半可延伸区域处于最大力的区域内，并且近端连接到壁面元件。 加土填土，建设土堤，重复施工过程，直至形成土堤。

公开(公告)号：US20130259583A1

公开(公告)日：2013-10-03

申请号：US13989746

申请日：2010-11-26

申请人： Louwtjie Maritz ,  Nicolas Freitag

发明人： Louwtjie Maritz ,  Nicolas Freitag

IPC分类号： E02D17/18 ,  E02D17/20

CPC分类号： E02D17/18 ,  E02D17/205 ,  E02D29/0216

摘要： A facing element (10) for reinforced soil structures comprising: a first facing sub-element (12) comprising at least one connecting member (16) configured to connect at least one reinforcement member to said first facing sub-element (12), a second facing sub-element (14), a linking device (22), wherein said first (14) and second (16) facing sub-elements are separated by a gap (20) and are linked together by the linking device (22) such that the first and second facing sub-elements have constant relative position.

摘要翻译： 1.一种用于加固土体结构的面向元件（10），包括：第一面对子元件（12），包括构造成将至少一个加强构件连接到所述第一面对子元件（12）的至少一个连接构件（16） 第二面对子元件（14），连接装置（22），其中所述第一（14）和第二（16）面对的子元件由间隙（20）分开，并通过连接装置（22）连接在一起， 使得第一和第二面对的子元件具有恒定的相对位置。

公开(公告)号：US20130136538A1

公开(公告)日：2013-05-30

申请号：US13749269

申请日：2013-01-24

申请人： Robert K. BARRETT ,  Albert C. RUCKMAN ,  Timothy Allen RUCKMAN ,  Colby BARRETT ,  Cameron LOBATO ,  Nathan BEARD

发明人： Robert K. BARRETT ,  Albert C. RUCKMAN ,  Timothy Allen RUCKMAN ,  Colby BARRETT ,  Cameron LOBATO ,  Nathan BEARD

IPC分类号： E02D17/20 ,  E02D17/18 ,  E02D29/02 ,  E01C1/00

CPC分类号： E02D17/20 ,  E01C1/00 ,  E01C3/00 ,  E02D5/76 ,  E02D17/18 ,  E02D17/207 ,  E02D29/02 ,  E02D29/0208 ,  E02D29/0233 ,  E02D29/0241 ,  E02D29/0291

摘要： A system and method are provided for increasing the width of an existing roadway. The system incorporates a reverse-oriented retaining wall and soil nail supports. The retaining wall is formed by a first set of soil nails, wire mesh material, and one or more geotextile material layers. An alternate embodiment forms the retaining wall with a plurality of concrete blocks stacked and spaced to form a block wall. The blocks are mounted over the first set of nails and can be filled with mortar. Backfill material fills a gap between the existing sloping surface and the retaining wall. A second set of soil nails can be provided for additional subsurface support. An upper surface of the backfill material can be paved to form the extended roadway width. The cantilevered configuration of the reverse-oriented retaining wall provides a solution for a less costly retaining wall structure. This reverse-oriented retaining wall is also easier to install than traditional vertical retaining walls that may have to be installed at greater vertical and lateral distances from the existing roadway.

摘要翻译： 提供了一种用于增加现有道路宽度的系统和方法。 该系统包括反向取向挡土墙和土钉支架。 挡土墙由第一组土钉，丝网材料和一个或多个土工织物材料层形成。 替代实施例形成具有堆叠和间隔开的多个混凝土块以形成块壁的挡土墙。 这些块被安装在第一组指甲上，可以用砂浆填充。 回填材料填充现有倾斜表面和挡土墙之间的间隙。 第二套土钉可以提供额外的地下支撑。 回填材料的上表面可以被铺设以形成延长的道路宽度。 反向取向挡土墙的悬臂结构为较低成本的挡土墙结构提供了一种解决方案。 与传统的垂直挡土墙相比，这种反向取向的挡土墙也更容易安装，因此可能必须以比现有道路更大的垂直和横向距离进行安装。