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1. 发明申请

US20170002536A1 SHEET PILING 有权
标题翻译：纸张打桩
公开(公告)号：US20170002536A1
公开(公告)日：2017-01-05
申请号：US15038995
申请日：2014-11-25
申请人： DAWSON CONSTRUCTION PLANT LIMITED
发明人： Robin DAWSON
IPC分类号： E02D5/20 , E02D5/08 , E02D5/28
CPC分类号： E02D5/20 , E02D5/04 , E02D5/08 , E02D5/28
摘要： A method of forming a sheet pile wall comprising cold reforming a Z-shape pile or a U-shape pile and connecting a plurality of reformed steel piles so as to form a sheet pile wall having at least one engagement section, the engagement section when viewed in a cross section being a recess that has a narrowed neck portion.
摘要翻译：一种形成板桩壁的方法，包括冷重整Z型桩或U形桩，并连接多个重整钢桩，以便形成具有至少一个接合部分的板桩壁，当接合部分被观察时在具有狭窄的颈部的凹部的横截面中。

2. 发明申请

US20140270979A1 FLEXIBLE POST FOR USE AS A PILE 审中-公开
标题翻译：灵活的邮箱用作桩
公开(公告)号：US20140270979A1
公开(公告)日：2014-09-18
申请号：US14204101
申请日：2014-03-11
申请人： Paul R. Cusson , Brian M. Flood
发明人： Paul R. Cusson , Brian M. Flood
IPC分类号： E02D5/24
CPC分类号： E02D5/04
摘要： A U-shaped strut is sized and configured to be driven into a substrate as a pile. The strut includes a U-shape cross-section with two open arms. Each arm terminating in an annular 270° configuration with respect to the axis of the arm. Preferably, a plurality of struts used as piles are used to support a two dimensional support rack holding a solar panel array.
摘要翻译： U形支柱的尺寸和构造被设计成作为桩被驱动到基板中。支柱包括具有两个开放臂的U形横截面。每个臂相对于臂的轴线终止于环形270°构型。优选地，使用多个用作桩的支柱来支撑保持太阳能电池板阵列的二维支撑架。

3. 发明申请

US20130340370A1 PRESSURE RESISTING BARRIER WALLS 有权
标题翻译：压力隔离墙
公开(公告)号：US20130340370A1
公开(公告)日：2013-12-26
申请号：US13884335
申请日：2011-11-10
申请人： Robert Walter Brewerton
发明人： Robert Walter Brewerton
IPC分类号： E04H9/00 , E04B1/94
CPC分类号： E04H9/00 , E02D5/04 , E04B1/94 , E04B1/98 , E04H9/10
摘要： A pressure resisting barrier wall resistant to accidental explosions and fires or hydrostatic pressure comprising a corrugated wall member (100) having a series of side by side corrugation which viewed in transverse section each comprise spaced first and second base portions (102, 102′) by a polygonal arch having at least three sides (106, 106′, 108, 108′) within said archacurved or polygonal arch reinforcement wall (124, 124′, 124″, 125) springing from side portions of said polygonal arch.
摘要翻译：一种抵抗意外爆炸和火灾或静水压力的耐压隔离壁，包括具有一系列并排波纹的波纹壁构件（100），其横截面中的横截面各自包括间隔开的第一和第二基底部分（102,102'），由第在所述拱形或多角形拱形加强壁（124,124'，124“，125）内具有从所述多边形拱的侧部弹起的至少三个侧面（106,106'，108,108'）的多边形拱顶。

4. 发明申请

US20130322970A1 Non-Welded Metal Foundation 审中-公开
标题翻译：非焊接金属基础
公开(公告)号：US20130322970A1
公开(公告)日：2013-12-05
申请号：US13907121
申请日：2013-05-31
申请人： James E. Tappe
发明人： James E. Tappe
IPC分类号： E02D27/00
CPC分类号： E02D27/02 , E02D5/04 , E02D27/00 , E02D27/08 , E02D27/32 , E02D31/10 , E02D2250/00 , E02D2300/0026
摘要： The metal foundations of the present invention are comprised of integrated fins which allows for the metal foundations to be manually assembled and fastened by any mechanical means.
摘要翻译：本发明的金属基底由集成的翅片组成，其允许通过任何机械手段手动组装和紧固金属基座。

5. 发明申请

US20130195561A1 HAT-TYPE STEEL SHEET PILE 有权
标题翻译： HAT型钢板
公开(公告)号：US20130195561A1
公开(公告)日：2013-08-01
申请号：US13560312
申请日：2012-07-27
申请人： Kunihiko Onda , Kenji Kono , Shunsuke Usami
发明人： Kunihiko Onda , Kenji Kono , Shunsuke Usami
IPC分类号： E02D5/04
CPC分类号： E02D5/04
摘要： The present invention provides a hat-type steel sheet pile whose economic efficiency, workability, and integrity are all optimized. In the hat-type steel sheet pile according to the present invention, web portions are continuously formed at both ends of an upper flange portion, and lower flange portions are formed at respective end portions of a pair of web portions. A relationship among geometrical moment of inertia I per 1 m of wall width (cm4/m) when forming a steel sheet pile wall, weight per unit wall area W (kg/m2), penetration resistance R, and web angle θ (°) is set to satisfy one of several expression groups.
摘要翻译：本发明提供一种经济效率，可加工性和完整性全部优化的帽型钢板桩。在本发明的帽型钢板桩中，在上凸缘部的两端连续地形成腹板部，在一对腹板部的各端部形成有下凸缘部。当形成钢板桩壁时，每1m壁宽（cm 4 / m）的几何惯性矩I之间的关系，每单位壁面积的重量W（kg / m 2），穿透阻力R和腹板角度θ（°）被设置为满足几个表达组之一。

6. 发明申请

US20120195693A1 RETAINING WALL AND CONSTRUCTION METHOD THEREFOR 审中-公开
标题翻译：保留墙及其施工方法
公开(公告)号：US20120195693A1
公开(公告)日：2012-08-02
申请号：US13501132
申请日：2010-10-06
申请人： Yoshio Kamata
发明人： Yoshio Kamata
IPC分类号： E02D11/00 , E02D3/02
CPC分类号： E02D29/02 , E02D5/02 , E02D5/04 , E02D5/20 , E02D11/00 , E02D17/04
摘要： An object of the invention is to provide a retaining wall and a construction method therefor whereby fixation between a steel sheet pile wall and a formwork panel to form the retaining wall is made easy, and can be reliably made, so that construction schedule reduction is achieved. The retaining wall is composed of steel sheet piles 100 driven in the ground preliminarily, a formwork panel 201 fixed in close contact with a face of the steel sheet piles 100 opposite to a ground region, and a formwork panel 202 vertically provided at a position facing the formwork panel 201. The formwork panels 201 and 202 are vertically provided on runners 204 fixed preliminarily to the ground by screws 203, and have caps 205 on their tops to maintain horizontal states and linear states of the formwork panels 201 and 202.
摘要翻译：本发明的目的在于提供一种挡土墙及其施工方法，由此能够容易地进行钢板桩壁与模板之间的固定而形成挡土墙，从而能够实现施工进度减少。挡土墙由预先在地面上被驱动的钢板桩100，与钢板桩100的与地面相对的面紧密接触而固定的模板面板201和垂直设置在面对面的位置的模板面板202 模板201和202垂直地设置在通过螺钉203预先固定到地面的浇道204上，并且在其顶部上具有盖205以保持模板201和202的水平状态和线性状态。

7. 发明授权

US08158272B2 Sheet pile in double-T form 有权
标题翻译：双层T形板材
公开(公告)号：US08158272B2
公开(公告)日：2012-04-17
申请号：US12161008
申请日：2006-12-19
申请人： Aloyse Hermes
发明人： Aloyse Hermes
IPC分类号： E02D5/02 , E02D5/03 , E02D5/04
CPC分类号： E02D5/04 , Y10T428/12375 , Y10T428/12389
摘要： A steel sheet pile in double-T form includes a web and two flanges, in which each flange has an inner side facing the web, an outer side facing away from the web, and two longitudinal edges, and also coupling means for a connection profile along at least one longitudinal edge of at least one flange. In a first embodiment, the coupling means are formed by a groove which extends in the outer side of at least one flange along at least one longitudinal edge.
摘要翻译：双T形钢板桩包括腹板和两个凸缘，其中每个凸缘具有面向腹板的内侧，背向腹板的外侧和两个纵向边缘，以及用于连接轮廓的连接装置沿着至少一个凸缘的至少一个纵向边缘。在第一实施例中，连接装置由沿至少一个纵向边缘在至少一个凸缘的外侧延伸的凹槽形成。

8. 发明授权

US08061934B2 Method and installation for the subterranean support of underground conduits 有权
标题翻译：地下管道地下支撑的方法和安装
公开(公告)号：US08061934B2
公开(公告)日：2011-11-22
申请号：US12851081
申请日：2010-08-05
申请人： John W. Jinnings , Robert J. Wegener
发明人： John W. Jinnings , Robert J. Wegener
IPC分类号： F16L3/00
CPC分类号： E02D27/46 , E02D5/04 , E02D7/18
摘要： In one exemplary embodiment, curved sheet pile is driven underneath an existing conduit using a pile driver guided hydraulically by an excavator or other heavy machinery. By vibrating the curved sheet piles, the soil is placed in suspension, which allows the piles to be directed through the soil along an arcuate path that has a curvature that substantially matches the radius of curvature of the piles. Once the pile is positioned as desired, each individual pile sheet can be welded to one another to form a unitary structure. In one exemplary embodiment, the curved sheet pile is inserted beneath a conduit using a vibratory pile driver that rotates about a fixed pivot element on an excavator or other heavy machine for positioning the pile driver to advance the curved sheet pile along a fixed arc.
摘要翻译：在一个示例性实施例中，使用由挖掘机或其他重型机械液压地引导的打桩机，在现有管道的下方驱动弯曲板桩。通过振动弯曲的板桩，将土壤放置在悬挂中，这允许桩沿着具有基本上与桩的曲率半径匹配的曲率的弓形路径被引导通过土壤。一旦根据需要定位桩，则每个单独的桩片可以彼此焊接以形成整体结构。在一个示例性实施例中，使用在挖掘机或其他重型机器上围绕固定枢转元件旋转的振动打桩机将弯曲的片桩插入管道下方，用于定位打桩机沿着固定的弧线推进弯曲的片桩。

9. 发明授权

US07980789B2 Combination wall with tube pile connectors 有权
标题翻译：组合墙与管桩连接器
公开(公告)号：US07980789B2
公开(公告)日：2011-07-19
申请号：US12380217
申请日：2009-02-25
申请人： Richard Heindl
发明人： Richard Heindl
IPC分类号： E02D5/08
CPC分类号： E02D5/285 , E02D5/04 , E02D5/08
摘要： A combination wall (10) for supporting the ground comprises at least two tubular piles (12) adapted to be rammed at least part way into the ground and a wall element (14) inserted between two respective adjacent tubular piles (12). The wall element (14) is provided with interlocks (22) that are used to engage the wall element (14) with interlock profiles (18) that are provided on the tubular piles (12). The wall element (14), when hung between the tubular piles (12), is designed as a segment of a circle with an at least approximately circle-segment-shaped cross-section.
摘要翻译：用于支撑地面的组合壁（10）包括适于至少部分地冲入地面的至少两个管状桩（12）和插入在两个相邻的相邻管状桩（12）之间的壁元件（14）。壁元件（14）设置有互锁件（22），用于将壁元件（14）与设置在管状桩（12）上的互锁型材（18）接合。壁元件（14）悬挂在管状桩（12）之间时，被设计成具有至少大致圆形截面形状的圆形的段。

10. 发明申请

US20100074698A1 SHEET PILE FOR THE SUBTERRANEAN SUPPORT OF UNDERGROUND CONDUITS 有权
标题翻译：地下隧道支护地下桩
公开(公告)号：US20100074698A1
公开(公告)日：2010-03-25
申请号：US12488046
申请日：2009-06-19
申请人： John W. Jinnings , Robert J. Wegener
发明人： John W. Jinnings , Robert J. Wegener
IPC分类号： E02D5/00
CPC分类号： E02D27/46 , E02D5/04 , E02D7/18
摘要： In one exemplary embodiment, the present invention includes a plurality of individual curved sheet piles that are positioned beneath an underground conduit, such as a raceway, to support the conduit during excavation. In one exemplary embodiment, the individual sections of curved sheet pile are interfit and/or interconnected. This allows the individual sections to work in combination with one another to support the conduit. Specifically, opposing ends of a length of interfit and/or interconnected curved sheet piles extend into unexcavated soil on both sides of an excavated hole to form a bridge across the hole that supports the conduit and any soil or other subterranean material positioned above the curved sheet pile.
摘要翻译：在一个示例性实施例中，本发明包括多个单独的弯曲板桩，其位于诸如滚道的地下管道下方，以在挖掘期间支撑导管。在一个示例性实施例中，弯曲片桩的各个部分是相互配合和/或相互连接的。这允许各个部分彼此组合起来以支撑导管。具体来说，一定长度的相互连接和/或相互连接的弯曲板桩的相对端部延伸到挖掘孔的两侧的未切割的土壤中，以形成穿过该孔的桥，该桥支撑导管，以及位于弯曲板上方的任何土壤或其它地下材料桩。

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