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1. 发明申请

US20210002842A1 A PILE FOR A WALL 有权
公开(公告)号：US20210002842A1
公开(公告)日：2021-01-07
申请号：US16976215
申请日：2019-03-12
申请人： SSAB TECHNOLOGY AB
发明人： Tapani Koivuranta
IPC分类号： E02D5/08 , E02D5/28
摘要： The present disclosure regards a pile for a pile wall, said pile extending longitudinally between a first and a second end and comprising at least one perimeter profile in a cross section being essentially perpendicular to the longitudinal extension of said pile, said perimeter profile enclosing an uninterrupted area in said cross section, wherein at least one section of the perimeter profile extends outwardly forming a first male connection portion, and the uninterrupted area extends into the first male connection portion, thereby forming a load bearing portion of the pile. Furthermore, the present disclosure also regards a connection arrangement and a manufacturing method.

2. 发明授权

US10287741B2 Earth retaining system such as a sheet pile wall with integral soil anchors 有权
公开(公告)号：US10287741B2
公开(公告)日：2019-05-14
申请号：US15601454
申请日：2017-05-22
申请人： PND ENGINEERS, INC.
发明人： William Dennis Nottingham
IPC分类号： E02D5/08 , E02D17/20 , E02D5/03 , E02D5/16 , E02D5/54 , E02D7/02 , E02D5/06 , E02D5/02 , E02D5/04 , E02D29/02
摘要： A soil retaining system combining flat sheet pile walls in an open cell configuration includes integral soil anchors providing an improved earth retaining system. Another aspect of the invention is 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 improved earth retaining system.

3. 发明申请

US20180044874A1 SHEET PILE BULKHEAD SYSTEMS AND METHODS 审中-公开
公开(公告)号：US20180044874A1
公开(公告)日：2018-02-15
申请号：US15236272
申请日：2016-08-12
申请人： PND Engineers, Inc.
发明人： Charles D. Courtright , Dempsey S. Thieman
IPC分类号： E02D5/14 , E02D5/12 , E02D5/52 , E02D5/08 , E02D5/64 , E02D5/03
CPC分类号： E02D5/14 , E02D5/03 , E02D5/08 , E02D5/12 , E02D5/52 , E02D5/64
摘要： A system that includes a plurality of front faces configured to be arranged end-to-end in a series. Adjacent front faces are connected together by a different X-shaped or X-wye connector that facilitates installation of reinforcement tail walls. At least one tail wall is connected to each connector. A redundant reinforcing tail wall may be constructed and attached to one of the connectors to provide alternative load path(s).

4. 发明授权

US09506213B2 Rectilinear connector for pile, panels, and pipes 有权
标题翻译：用于桩，面板和管道的直线连接器
公开(公告)号：US09506213B2
公开(公告)日：2016-11-29
申请号：US15068013
申请日：2016-03-11
申请人： Omega Trestle LLC
发明人： Valery Tsimmerman , Kevin Edward Lathan
IPC分类号： E02D5/00 , E02D5/08 , E02D5/02 , E02D7/00 , F16B5/00
CPC分类号： E02D5/08 , E02D5/02 , E02D7/00 , E02D2600/20 , F16B5/0044
摘要： The present invention includes an interlock having an elongate male plug and an elongate female socket. The socket has an open rectangular cross-section with a receiving cavity designed to receive and ensleeve the plug, which also has a rectangular cross-section. The socket includes a back wall, top wall, bottom wall, and a discontinuous front wall creating an upper and lower flange with an opening existing between the free ends of the flanges. The bottom, top, and back walls are planar in shape providing three planes on which the socket can mate to a planar portion of a structure, such as a sheet pile. The plug includes a flange-contacting surface with a pile receipt disposed inwardly from the flange-contacting surface. The inwardly set pile receipt allows an end of a plate to be secured to the plug within the outer perimeter of the plug resulting in an obstruction free flange-contacting surface.
摘要翻译：本发明包括具有细长阳插头和细长阴插座的互锁。插座具有开放的矩形横截面，其具有设计成容纳并包围插头的接收腔，插头也具有矩形横截面。插座包括后壁，顶壁，底壁和不连续的前壁，形成上凸缘和下凸缘，在凸缘的自由端之间具有开口。底壁，顶壁和后壁的形状是平面的，提供三个平面，在该平面上，插座可与该平面配合到诸如片状堆叠的结构的平面部分。插头包括与凸缘接触表面向内设置的具有凸起接收面的法兰接触表面。向内设置的桩接收允许板的端部在插头的外周边内固定到插头，导致无阻碍的法兰接触表面。

5. 发明申请

US20160340853A1 Interlocking Shoring Panels 审中-公开
标题翻译：联锁支撑板
公开(公告)号：US20160340853A1
公开(公告)日：2016-11-24
申请号：US14957580
申请日：2015-12-02
申请人： Russell Pogue
发明人： Russell Pogue
IPC分类号： E02D17/08 , E02D5/08 , E02D5/03
CPC分类号： E02D17/08
摘要： The present invention is an interlocking shoring panel for excavation with implied methods of use. In one preferred embodiment the panel comprises a top edge, a bottom edge, a first side edge, a second side edge, an inner surface and an outer surface. The edges have attachment means such as complementary interlocking features for connecting the panel to one or more adjacent shoring panels. The inner surfaces have two or more horizontal channels and two or more vertical support struts at spaced intervals along the length of the shoring panel. A plurality of shoring panels are interconnected to form a shoring ring, and a plurality of shoring rings are interconnected to form a shoring structure.
摘要翻译：本发明是用于挖掘的互锁支撑板，具有隐含的使用方法。在一个优选实施例中，面板包括顶边缘，底边缘，第一侧边缘，第二侧边缘，内表面和外表面。边缘具有附接装置，例如用于将面板连接到一个或多个相邻的支撑面板的互补的互锁特征。内表面具有两个或更多个水平通道和两个或更多个垂直支撑支柱，沿着支撑板的长度间隔开。多个支撑板互连以形成支撑环，并且多个支撑环互连以形成支撑结构。

6. 发明申请

US20160115666A1 BARRIER PANEL INTERLOCK SEALING SYSTEM 有权
标题翻译：隔板面板密封系统
公开(公告)号：US20160115666A1
公开(公告)日：2016-04-28
申请号：US14918842
申请日：2015-10-21
申请人： CMI LIMITED CO.
发明人： Steve HARGRAVE , John IRVINE , Charles BROWN , Anthony PARISE
IPC分类号： E02D5/14 , E02D5/24 , F16J15/02 , E02D5/10 , E02D29/02 , F16J15/10 , E02D5/03 , E02D5/08
CPC分类号： E02D5/14 , F16J15/022 , F16J15/027 , F16J15/068 , F16J15/104 , F16J15/14
摘要： A system, method and sealing components for resisting fluid transmission through an interlock joint between first and second sheet piling panels of a barrier assembly. A compressible sealing member is engaged between interlock members of the sheet piling panels as the barrier assembly is constructed. A dispersible sealant is optionally dispersed into the interlock joint upon compression of the sealing member.
摘要翻译：一种用于抵抗通过屏障组件的第一和第二板材打桩板之间的互锁接头的流体传动的系统，方法和密封部件。当构造屏障组件时，可压缩密封构件接合在打桩板的互锁构件之间。在密封构件压缩时，可分散的密封剂任选地分散到互锁接头中。

7. 发明授权

US08517640B2 Method and apparatus for load testing a pile 失效
标题翻译：负荷测试桩的方法和装置
公开(公告)号：US08517640B2
公开(公告)日：2013-08-27
申请号：US13032097
申请日：2011-02-22
申请人： Ben Kasprick , Thomas D. Bradka , Denton A. Kort
发明人： Ben Kasprick , Thomas D. Bradka , Denton A. Kort
IPC分类号： E02D5/08
CPC分类号： E02D5/22 , E02D5/56
摘要： Embodiments pertain to a bi-directional testing method and apparatus for use with a pile. One embodiment utilizes a helical pile central shaft divided into two sections. An expandable bi-directional testing apparatus that includes a sacrificial hydraulic jack, such as, for example, an Osterberg Cell®, that can be installed within the central shaft between the two sections. One or more tell tale rods can be attached to the bi-directional testing apparatus. During testing, expansion of the Osterberg Cell® causes the bi-directional testing apparatus to expand, which can result in movement of the one or more tell tale rods. The movement of the tell tale rods can be correlated to the force exerted by the Osterberg Cell® and provide information regarding the status load bearing capacity of the helical pile.
摘要翻译：实施例涉及用于桩的双向测试方法和设备。一个实施例使用分为两个部分的螺旋桩中心轴。一种可扩展的双向测试装置，其包括可以安装在两个部分之间的中心轴内的牺牲液压千斤顶，例如Osterberg Cell。可以将一个或多个讲述棒连接到双向测试装置。在测试期间，OsterbergCell®的扩展会导致双向测试设备的扩展，这可能导致一个或多个讲述棒的移动。告示杆的运动可以与OsterbergCell®施加的力相关，并提供有关螺旋桩的状态承载能力的信息。

8. 发明申请

US20090311052A1 Profiled connecting element as well as a sheet pile wall with such a profiled connecting element 审中-公开
标题翻译：异形连接元件以及具有这种异形连接元件的片状桩壁
公开(公告)号：US20090311052A1
公开(公告)日：2009-12-17
申请号：US12157500
申请日：2008-06-11
申请人： Richard Heindl
发明人： Richard Heindl
IPC分类号： E02D5/08
CPC分类号： E02D5/06
摘要： The invention relates to a profiled connecting element with a constant cross-section for sheet pile wall components such as sheet piles, with a center strip (12) and two hook strips (20, 22) protruding from the two flat sides of the center strip (12) in opposite directions. The transitional sections (24) between the center strip and the hook strips transition in a curved manner into the flat sides (16, 18) of the center strip (12) and the free end sections (30) of the hook strips, together with the flat sides (16, 18) of the center strip (12), each define a jaw (32) for engaging an interlock (38) of the sheet pile wall component (36). The flat sides (16, 18) of the center strip (12) extend, beginning at the transitional sections (24), in the direction of the free end (34) of the center strip (12) at least in parts at a specified opening angle (α) toward each other such that the center strip (12) tapers off toward its free end (34) in this section. In addition, a sheet pile wall, comprised of several sheet piles, is provided, wherein at least two sheet piles are connected to each other through a profiled connecting element of the type described above.
摘要翻译：本发明涉及一种具有恒定横截面的成型连接元件，用于诸如片桩的片桩桩部件，具有中心条（12）和从中心条的两个平坦侧面突出的两个钩条（20,22）（12）相反。中心条和钩条之间的过渡部分（24）以弯曲的方式转变成中心条（12）的平坦侧面（16,18）和钩条的自由端部分（30），以及中心条（12）的平坦侧面（16,18）各自限定用于接合片状桩壁部件（36）的互锁（38）的颚部（32）。中心条（12）的平坦侧面（16,18）在过渡部分（24）处从中心条（12）的自由端（34）的方向开始，至少部分地以指定的开口角（α）朝向彼此，使得中心条（12）在该部分中朝向其自由端（34）逐渐变细。此外，提供了由多个板桩组成的板桩壁，其中至少两个板桩通过上述类型的连接元件彼此连接。

9. 发明授权

US07566190B2 Connecting profile for connecting sheet piles to carrier elements and combined sheet pile wall comprising such a connecting profile 失效
标题翻译：用于将纸张桩连接到承载元件和包括这种连接轮廓的组合板桩墙的连接轮廓
公开(公告)号：US07566190B2
公开(公告)日：2009-07-28
申请号：US12013320
申请日：2008-01-11
申请人： Richard Heindl
发明人： Richard Heindl
IPC分类号： E02D5/08
CPC分类号： E02D5/08
摘要： A connecting profile of constant cross section that couples sheet piles to carrier elements. The connecting profile exhibits a center strip, on which a coupling profile, which is to be connected to the carrier element, and an interlock profile for hooking an interlock of the sheet pile are formed. The interlock profile exhibits a supporting strip projecting from the center strip and a hook strip projecting from the center strip. The supporting strip projects at least approximately at a right angle from the center strip. The hook strip exhibits a transition section projecting at least approximately at a right angle from the center strip, and a hook section, which runs at least approximately at a right angle to the transition section in the direction of the supporting strip and which defines with the supporting strip a jaw for inserting the interlock of the sheet pile.
摘要翻译：恒定横截面的连接轮廓，将板桩耦合到承载元件。连接轮廓呈现出一个中心条，其上将连接到承载元件上的联接轮廓，以及用于钩住纸堆的互锁的联锁轮廓。互锁轮廓表现出从中心条突出的支撑条和从中心条突出的钩条。支撑条至少与中心带大致直角投影。钩条呈现出与中心条至少大致成直角突出的过渡部分，以及在支撑条的方向上至少大致与过渡部分成直角延伸的钩部分，支撑条用于插入片桩的互锁。

10. 发明申请

US20090155001A1 PHC PILE USED IN PERMANENT RETAINING WALL STRUCTURE AND CONNECTION METHOD OF PHC PILE 有权
标题翻译： PHC桩永久保持墙结构和连接方法中使用的PHC桩
公开(公告)号：US20090155001A1
公开(公告)日：2009-06-18
申请号：US10597729
申请日：2005-02-04
申请人： Kwang-Man Kim , Sang-Mun Yun
发明人： Kwang-Man Kim , Sang-Mun Yun
IPC分类号： E02D5/08
CPC分类号： E02D5/08 , E02D5/02
摘要： The present invention relates to a PHC pile used in a permanent retaining wall structure, and a connection method thereof, and more particularly, to a method of connecting PHC piles to each other by inserting a connection bar into connection pipes embedded in sheaths of the PHC piles. To this end, the PHC pile comprises a left connection pipe installed at one side of the sheath of the PHC pile and a right connection pipe embedded at the other opposite side of the sheath. Further, the method of connecting the PHC pile to each other comprises the steps of inserting a water-proof material into inner semi-cylindrical grooves of the connection pipes, inserting the connection bar between the connection pipes of the PHC piles, and consecutively connecting a plurality of PHC piles to one another by repeating the above steps.
摘要翻译：本发明涉及一种永久性挡土墙结构中使用的PHC桩及其连接方法，更具体地说，涉及通过将连接杆插入嵌入在PHC的护套中的连接管中而将PHC桩彼此连接的方法堆为此，PHC桩包括安装在PHC桩的护套一侧的左连接管和嵌入护套另一侧的右连接管。此外，将PHC桩彼此连接的方法包括将防水材料插入连接管的内半圆柱形槽中的步骤，将连接杆插入PHC桩的连接管之间，并连续地连接通过重复上述步骤，多个PHC彼此堆叠。

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