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41. 发明授权

US5403125A Method and apparatus for providing underground barrier 失效
标题翻译：提供地下屏障的方法和装置
公开(公告)号：US5403125A
公开(公告)日：1995-04-04
申请号：US143825
申请日：1993-10-27
申请人： Scott Andersen
发明人： Scott Andersen
IPC分类号： E02D5/18 , E02D5/20 , E02D19/18
CPC分类号： E02D5/18 , E02D19/18 , E02D5/20
摘要： An apparatus, method and system for installing water impervious barrier walls underground and particularly in levees. A mobile trailer movably mounted on rails carries upstanding front and rear masts and a carrier bar therebetween that is power driven up and down the masts. Augers mounted on the carrier bar are driven into the levee surface to create overlapping holes of loosened soil. A slurry of cement based grout is pumped through the augers to be mixed with the soil by the rotating, retracting augers to produce a soil-concrete slurry. A following mobile trailer also movably mounted on the rails is moved into position over the wall segment of uncured soil-concrete slurry. The following trailer carries a supply of water impervious membrane. Mechanism on the second trailer inserts the membrane into the soil-concrete slurry to produce a water impervious barrier wall segment. The trailers are sequentially moved along the levee to install a continuous water impervious barrier wall along the levee length.
摘要翻译：一种用于在地下，特别是堤防中安装防水屏障墙的装置，方法和系统。可移动地安装在导轨上的移动式拖车承载着前后桅杆和其间的承载杆，其在桅杆上上下驱动。安装在承载杆上的螺旋桨被驱动进入堤坝表面以产生松动的土壤的重叠的孔。水泥基浆料的浆料被泵送通过螺旋钻，通过旋转的回缩螺旋钻与土壤混合以产生土壤 - 混凝土浆料。还可移动地安装在轨道上的随动移动拖车被移动到未固化的土 - 混凝土浆料的壁段上的位置。以下拖车内装有防水膜。第二拖车的机构将膜插入土 - 混泥浆中以产生不透水的阻隔壁段。拖车依次沿着堤坝移动，沿着堤坝长度安装一个连续不透水的隔离墙。

42. 发明授权

US4653962A Retaining wall construction and method of manufacture 失效
标题翻译：挡墙施工及其制造方法
公开(公告)号：US4653962A
公开(公告)日：1987-03-31
申请号：US788327
申请日：1985-10-17
申请人： David P. McKittrick , Thomas C. Neel , John M. Carey
发明人： David P. McKittrick , Thomas C. Neel , John M. Carey
IPC分类号： E02D5/20 , E02D29/02 , E02D29/00
CPC分类号： E02D5/20 , E02D29/0283
摘要： An improved anchor wall includes a series of vertical caissons cast in place along a line defining the boundary of the wall. Soil is executed from one side of the line and anchor rods are used to attach the caissons to the remaining soil. Discrete panels are then stacked one upon the other and attached by a reinforced concrete rib to the vertical caissons.
摘要翻译：改进的锚墙包括沿着限定壁边界的线浇注的一系列垂直沉箱。土壤从管线的一侧执行，锚杆用于将沉箱附着在剩余的土壤上。然后将离散的面板彼此堆叠并通过钢筋混凝土肋条连接到垂直沉箱。

43. 发明授权

US4453366A Process of forming a continuous wall in the ground 失效
标题翻译：在地面上形成连续墙的过程
公开(公告)号：US4453366A
公开(公告)日：1984-06-12
申请号：US471729
申请日：1983-03-03
申请人： Ugo Piccagli
发明人： Ugo Piccagli
IPC分类号： E02D5/20 , E04B1/00 , E02D27/00
CPC分类号： E02D5/20
摘要： A method of constructing an impermeable wall in the ground is disclosed. The method utilizes prefabricated panels and does not require the same thickness of wall as normally has to be cast in a trench. The method comprises the steps of excavating a trench having a defined width, replacing excavated material with bentonite water slurry, placing interlocking, prefabricated concrete panels in the trench, the panels having a thickness less than the width of the trench, one side of the panels resting against one side of the trench, placing guides in the trench between the other side of the panels and the other side of the trench to hold the panels upright and against the one side of the trench, pouring concrete by tremie pipe in the bottom of the trench for a predetermined height replacing some of the bentonite water slurry, grouting joints between adjacent panels to ensure a waterproof seal, after the concrete and grouting has hardened, back filling remainder of the trench with selected material replacing most of the remaining bentonite water slurry and mixing with a small amount of the slurry, and packing the selected material well down to form an impermeable wall.
摘要翻译：公开了一种在地面上构造不渗透壁的方法。该方法采用预制板，并且不需要与通常必须在沟槽中铸造相同的壁厚度。该方法包括以下步骤：挖掘具有限定宽度的沟槽，用膨润土水浆代替挖掘的材料，将互锁的预制混凝土板放置在沟槽中，该板的厚度小于沟槽的宽度，板的一侧搁置在沟槽的一侧，将导轨放置在板的另一侧和沟槽的另一侧之间的沟槽中，以将板垂直并靠在沟槽的一侧，将混凝土由颤音管浇注在底部用于预定高度的沟槽替代一些膨润土水泥浆，在相邻板之间灌浆接缝以确保防水密封，在混凝土和灌浆已经硬化之后，用选择的材料填充剩余的沟槽替代大部分剩余的膨润土水浆料并与少量的浆料混合，并将所选择的材料充分包装以形成不可渗透的壁。

44. 发明授权

US4073148A Precast element for the construction of trenched structures and the process related thereto 失效
标题翻译：用于建造沟槽结构的预制构件及其相关过程
公开(公告)号：US4073148A
公开(公告)日：1978-02-14
申请号：US631088
申请日：1975-11-12
申请人： Luigi Zaretti
发明人： Luigi Zaretti
IPC分类号： E02D5/20 , E02D29/05 , E21D11/08 , E01G4/02
CPC分类号： E21D11/08 , E02D5/20
摘要： Structures are installed below grade by trenched construction. Precast wall elements, having a generally rectangular-shaped wall with at least one of its faces having essentially vertically-oriented parallel ribs, are placed in mud-filled trenches. Liquid concrete is then poured between the ribs to provide a foundation and to secure the wall element to the ground.
摘要翻译：结构通过沟槽施工安装在等级以下。具有大致矩形壁的预制壁元件被放置在泥浆填充的沟槽中，其中至少一个表面具有基本上垂直取向的平行肋。然后将液体混凝土倒在肋之间以提供基础并将壁元件固定在地面上。

45. 发明授权

US3656268A Drainage wall system and method of erecting same 失效
标题翻译：排水墙系统及其相关方法
公开(公告)号：US3656268A
公开(公告)日：1972-04-18
申请号：US3656268D
申请日：1970-06-23
申请人： EFRAHIM MURATI
发明人： MURATI EFRAHIM
IPC分类号： E02D5/20 , E02D19/04
CPC分类号： E02D5/20
摘要： A drainage wall system and method of erecting same which may be constructed substantially along property lines without encroachment exteriorly of the property lines and without requiring thick beams of struts within the property lines as are requisite with steel sheet piling or other impermeable cofferdams. A permeable cofferdam is associated with a series of vertical column members and is provided with means for guiding water which seeps therethrough to a drainage system which removes the water and thereby the water pressure from the cofferdam. A reinforced concrete wall is alter added without impairing the effectiveness of the drainage system.
摘要翻译：一种排水墙系统及其竖立方法，其基本上可以沿着属性线构建，而不会在属性线的外部侵入，并且不需要在属性线内的较大的支柱梁作为钢板桩或其他不可渗透的围堰所必需的。可渗透的围堰与一系列垂直柱构件相关联，并且设置有用于将从其渗流的水引导到排水系统的装置，该排水系统移除水，从而从围堰移除水压力。增加了钢筋混凝土墙，而不损害排水系统的有效性。

46. 发明授权

US1888630A Sheet piling 失效
公开(公告)号：US1888630A
公开(公告)日：1932-11-22
申请号：US47927730
申请日：1930-09-02
申请人： KNIGHT HERBERT M
发明人： KNIGHT HERBERT M
IPC分类号： E02D5/20
CPC分类号： E02D5/20

47. 发明授权

US1578861A Composite wall and method of constructing same 失效
标题翻译：复合墙及其构造方法
公开(公告)号：US1578861A
公开(公告)日：1926-03-30
申请号：US71946824
申请日：1924-06-12
申请人： SQUIRE HARRY E
发明人： SQUIRE HARRY E
IPC分类号： E02D5/20
CPC分类号： E02D5/20

48. 发明申请

US20170030041A1 SYSTEMS, METHODS AND APPARATUS FOR SLURRY WALL CONSTRUCTION INCORPORATING SHEET PILINGS 审中-公开
标题翻译：浆料墙结构的系统，方法和装置
公开(公告)号：US20170030041A1
公开(公告)日：2017-02-02
申请号：US15221943
申请日：2016-07-28
申请人： CMI LIMITED CO.
发明人： Steve HARGRAVE , Brendan SHEPARD , Tony PARISE
IPC分类号： E02D5/50 , E02D5/22 , E02D5/20 , E02D3/12
CPC分类号： E02D5/50 , E02D3/12 , E02D5/20 , E02D5/226
摘要： Improved systems, apparatus and methods for construction of slurry walls are provided. A sheet piling barrier is installed into a slurry wall construction to provide improved fluid barrier capability and/or structural integrity. A void creation device allows removal of cementitious material from around the engagement lock element of an installed sheet piling member to prevent interference with engagement of the engagement lock element of a subsequently installed sheet piling member after hardening of the slurry wall.
摘要翻译：提供了改进的用于构造浆料壁的系统，装置和方法。一个堆垛屏障被安装在一个浆液壁结构中，以提供改进的流体屏障能力和/或结构完整性。空隙创建装置允许从安装的打桩构件的接合锁定元件周围除去水泥质材料，以防止在浆料壁硬化之后与随后安装的打桩构件的接合锁定元件的接合的干扰。

49. 发明申请

US20150345094A1 APPARATUS AND METHODS FOR THE PLACEMENT OF PIPE PILING 有权
公开(公告)号：US20150345094A1
公开(公告)日：2015-12-03
申请号：US14820474
申请日：2015-08-06
申请人： American Piledriving Equipment, Inc.
发明人： Paul W. Suver
IPC分类号： E02D5/34 , E02D5/56 , E02D5/66 , E02D5/50
CPC分类号： E02D5/526 , E02D5/20 , E02D5/285 , E02D5/32 , E02D5/34 , E02D5/50 , E02D5/56 , E02D5/665 , E02D7/06 , E02D7/18 , E02D7/22 , E02D7/26 , E02D11/00
摘要： Apparatus and methods for the installation of pipe pilings into the ground for use as structural building foundations, geothermal piles, or both, are disclosed. In addition to specialized fittings for pipe pile assemblies, the inventions include specialized drive mechanisms used in conjunction with rotary or vibratory motors. Methods of installing pipe pilings are further improved with the disclosure of methods of adding grout or similar materials during or after installation of the piles.

50. 发明授权

US08938836B2 Abutment structures 有权
标题翻译：基台结构
公开(公告)号：US08938836B2
公开(公告)日：2015-01-27
申请号：US14036864
申请日：2013-09-25
申请人： Vijay Chandra , John Sang Kim
发明人： Vijay Chandra , John Sang Kim
IPC分类号： E02D5/20 , E02D29/02 , E01D19/02
CPC分类号： E01D19/02 , E02D5/20 , E02D29/02 , E02D29/0233
摘要： Abutment and bridge designs include a bridge superstructure and abutment wherein the abutment has a vertical portion of a backwall that can be fixedly joined to the end face of the bridge superstructure without an interdisposed expansion joint. A downward facing surface of the bridge superstructure can be fixedly joined to an upward facing surface of the abutment, or alternatively, a bearing pad may be disposed therebetween. The abutment may further comprise a backwall made from a plurality of panels fixedly joined to a plurality of supporting piles. The abutments and bridge superstructure may be made substantially from composite materials including recycled structural composite and other thermoplastics.
摘要翻译：基台和桥梁设计包括桥梁上部结构和桥台，其中邻接件具有后壁的垂直部分，其可以固定地连接到桥梁上部结构的端面，而没有间断的膨胀接头。桥接上部结构的朝下的表面可以固定地接合到邻接件的面向上的表面，或者可以在其间设置轴承瓦块。邻接部还可以包括由固定地连接到多个支撑桩的多个面板制成的后壁。基台和桥梁上部结构可以基本上由复合材料制成，包括再循环的结构复合材料和其它热塑性塑料。

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