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1. 发明授权

US09957683B2 Sheet piling 有权
公开(公告)号：US09957683B2
公开(公告)日：2018-05-01
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 , E02D5/04 , 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.

2. 发明申请

US20150354162A1 REINFORCEMENT, STRUCTURE AND METHOD FOR UNDERGROUND REINFORCED CONCRETE CONSTRUCTIONS 审中-公开
标题翻译：地下加固混凝土结构的加固，结构和方法
公开(公告)号：US20150354162A1
公开(公告)日：2015-12-10
申请号：US14764845
申请日：2014-02-26
申请人： ELAS GEOTECNICA S.R.L.
发明人： Cristiano BONOMI
IPC分类号： E02D5/20 , E02D5/34 , E02D5/18 , E02D5/46 , E02D29/045 , E02D27/14
CPC分类号： E02D5/34 , E02D5/187 , E02D5/20 , E02D5/46 , E02D27/14 , E02D29/045 , E02D2220/00 , E02D2250/0023 , E02D2300/002 , E02D2300/0026 , E02D2300/0053 , E21D11/107
摘要： A reinforced concrete structure including a reinforcement made from a plurality of elongate longitudinal members of fibreglass or like material, disposed substantially parallel with one another in at least one predetermined direction. The elongate longitudinal members are coupled to one another by means of coupling members of fibreglass or formed by a strip of flexible polymer material. Metal and/or synthetic fibres are mixed with the concrete matrix to provide the structure with shear strength, making it possible substantially to reduce the number of coupling members.
摘要翻译：一种钢筋混凝土结构，包括由玻璃纤维或类似材料的多个细长纵向构件制成的加强件，其在至少一个预定方向上基本上彼此平行地设置。细长纵向构件通过玻璃纤维的联接构件彼此联接或由柔性聚合物材料条形成。金属和/或合成纤维与混凝土基体混合以提供具有剪切强度的结构，使得可能基本上减少耦合构件的数量。

3. 发明申请

US20150152617A1 Free Draining Seal Device and Installation Method for Mechanically Stabilized Earth Wall Structures 有权
标题翻译：自由排水密封装置和机械稳定的地球墙结构的安装方法
公开(公告)号：US20150152617A1
公开(公告)日：2015-06-04
申请号：US14615381
申请日：2015-02-05
申请人： Joseph E. Rodriguez
发明人： Joseph E. Rodriguez
IPC分类号： E02B11/00 , E02D5/20 , E02D29/02 , E02D5/10
CPC分类号： E02B11/00 , E02D5/10 , E02D5/20 , E02D29/02 , E02D29/0241
摘要： A mechanically stabilized earth (MSE) wall system that permits water drainage through joints while also preventing undesirable migration of backfill through joints, thus dramatically reducing or eliminating undesirable vegetation by incorporation of a free draining seal (FDS) in panel joints, wherein the FDS structure blocks backfill but permits water migration.
摘要翻译：一种机械稳定的土壤（MSE）壁系统，其允许通过接头排水，同时还防止回填物通过接头的不期望的迁移，从而通过在面板接头中结合自由排水密封件（FDS）来显着减少或消除不期望的植被，其中FDS结构阻止回填，但允许水迁移。

4. 发明授权

US08322115B2 Insert panel for concrete fillable formwork wall 有权
标题翻译：混凝土可填充模板墙的插入面板
公开(公告)号：US08322115B2
公开(公告)日：2012-12-04
申请号：US10531622
申请日：2003-10-14
申请人： David S. Foell , William M. Bjerke
发明人： David S. Foell , William M. Bjerke
IPC分类号： E04F13/074 , E04F13/076 , E04G21/00 , E04B2/86 , E04C1/00
CPC分类号： E04B2/86 , E02D5/06 , E02D5/20 , E04B2/845 , E04B2/8629 , E04B2002/867 , E04B2002/8676 , E04B2002/8688 , E04G11/06 , E04G11/12
摘要： A formwork assembly is adapted to receive concrete to produce structures such as wall structures. The formwork includes PVC tubular form elements having recessed female engagement portions. The female engagement portions are adapted to receive respective male engagement portions. An octagonal form element has a female engagement portion positioned at each vertex between adjacent sides. A recessed female engagement portion is closed to the interior of the form element but open to the exterior of the form element. Thus, the form element includes a plurality of vertices open to the exterior. The form elements also include male engagement portions at an open side. Wall panels, corner panels, and joint connectors can also include the male engagement portions. The male engagement portions and female engagement portions are adapted to mate to form a formwork arrangement having a substantially flat exterior wall. A formwork assembly can additionally include concrete flow apertures and insulation.
摘要翻译：模板组件适于接收混凝土以产生诸如墙壁结构的结构。模板包括具有凹入的凹形接合部分的PVC管形元件。阴接合部分适于接收相应的阳接合部分。八角形元件具有位于相邻侧之间的每个顶点处的阴啮合部分。凹形的凹形接合部分封闭到形式元件的内部，但是通向形式元件的外部。因此，形式元件包括对外部开放的多个顶点。形式元件还包括在开口侧的阳接合部分。壁板，角板和接头连接器也可以包括阳接合部分。阳接合部分和阴接合部分适于配合以形成具有基本上平坦的外壁的模板装置。模板组件还可以包括混凝土流动孔和绝缘体。

5. 发明授权

US06280120B1 Adhesion preventing method and support body extracting method 失效
标题翻译：粘附防止方法及支撑体提取方法
公开(公告)号：US06280120B1
公开(公告)日：2001-08-28
申请号：US09327591
申请日：1999-06-08
申请人： Kouichi Okamoto , Yoshihiko Masuda , Kenji Kadonaga , Yohei Murakami , Akira Hattori
发明人： Kouichi Okamoto , Yoshihiko Masuda , Kenji Kadonaga , Yohei Murakami , Akira Hattori
IPC分类号： E02D1100
CPC分类号： B05D5/08 , B28B7/384 , E02D5/20 , E02D5/60 , E02D9/02 , E02D27/42 , Y10T428/31504
摘要： To prevent adhesion of a support body and a hardened body of a hydraulic composition, the hydraulic composition being used for a soil structure such as a retaining wall built in a soil excavating work in the civil engineering and construction fields, a composition (A) composed of at least an alkaline-water-soluble resin with an acid value of not less than 15 mgKOH/g and a water-absorbent material is provided so as to intervene between the support body and the hardened body of the hydraulic composition, either by applying the composition (A) on a surface of the support body, or by covering the support body with a sheet-like member on which the composition (A) is applied. The alkaline-water-soluble resin dissolves in alkaline water upon contact with the same contained in the hydraulic composition. As the alkaline-water-soluble resin dissolves, the water-absorbent material swells absorbing the alkaline water, whereby a layer of the water-absorbent material which has swollen is formed between the hardened body of the hydraulic composition and the support body, preventing the adhesion therebetween.
摘要翻译：为了防止支撑体和水硬性组合物的硬化体的粘合，该水硬性组合物用于土建工程中的土建筑物等土体结构中，该组合物组合物（A）组成的至少一种酸值不小于15mgKOH / g的碱水溶性树脂，并且提供吸水材料，以便介于支撑体和水硬性组合物的硬化体之间，通过施加所述组合物（A）在所述支撑体的表面上，或者通过用其上涂覆有组合物（A）的片状构件覆盖所述支撑体。碱水溶性树脂在与水硬性组合物中所含的相同的物质接触时溶解在碱性水中。当碱溶性水溶性树脂溶解时，吸水材料膨胀吸收碱性水，由此在水硬性组合物的硬化体与支撑体之间形成有膨胀的吸水材料层，从而防止粘合力。

6. 发明授权

US5106233A Hazardous waste containment system 失效
标题翻译：危险废物容纳系统
公开(公告)号：US5106233A
公开(公告)日：1992-04-21
申请号：US398613
申请日：1989-08-25
申请人： Louis B. Breaux
发明人： Louis B. Breaux
IPC分类号： B09B1/00 , E02D5/20 , E02D17/08 , E02D31/02
CPC分类号： E02D5/20 , B09B1/008 , E02D17/08 , E02D31/02
摘要： A hazardous waste containment system for preventing the lateral migration of hazardous fluid substances (including both liquid and gas wastes) into the water table, particularly for sites which are located over a fluid impermeable strata of clay (20) or the like. The system uses an encircling (FIG. 7) barrier containment wall comprising a plurality of slidingly engaged, interlocked, vertical barrier members (3) which extend down to and sealingly interface with the underlyng fluid impermeable strata. The barrier members are slidingly engaged via interlocking male and female appendages (1 and 4), which mate and form a vertically extended chamber (33), which a fluid impermeable seal (7) is formed. A method for implementing the invention where caving is a problem includes the augured excavation of a series of adjacent, overlapping, vertical holes (18, 18a) of prescribed depth and width and/or diameter in the soil surrounding the area to be contained and extending down to the underlying strata, installing the vertical barrier wall in the holes, and sealing the joints formed by each connection and back-filling the holes. Two and three slotted guide boxes ( 15; FIG. 1; FIGS. 8c and 8d) are used to position and join adjacent sets of barrier members and prevent caving in of the surrounding soil. The method further includes the utilization of a sealant (25) at the base of the containment wall to prevent leaching under it (FIG. 2). The systems may be used to contain a variety of materials and may be implemented in various soil conditions with similarly successful results.
摘要翻译：一种危险废物遏制系统，用于防止有害流体物质（包括液体和气体废物）向水表中的侧向迁移，特别是位于粘土（20）等流体不可渗透层之上的位置。该系统使用包围（图7）的屏障容纳壁，该屏障容纳壁包括多个可滑动接合的，互锁的垂直阻挡构件（3），其向下延伸并与下部不透液体地层密封地相接。阻挡构件通过互锁的阳和女附属物（1和4）滑动地接合，所述附加的阳和阴附件（1和4）配合并形成垂直延伸的室（33），其形成流体不可渗透的密封件（7）。用于实施本发明的方法，其中存在问题，其中包括围绕要容纳和延伸的区域的土壤中的一定深度和宽度和/或直径的一系列相邻的，重叠的垂直孔（18,18a）的加强挖掘到下面的地层，将垂直隔离墙安装在孔中，并密封由每个连接形成的接头并对孔进行回填。两个和三个开槽导向箱（15;图1;图8c和8d）用于定位和连接相邻的阻挡构件组，并防止周围土壤中的塌陷。该方法还包括在容纳壁的基部处利用密封剂（25）以防止在其下方浸出（图2）。这些系统可以用于包含各种材料，并且可以在具有相似成功结果的各种土壤条件下实施。

7. 发明授权

US5007770A Method and apparatus for constructing a subsurface retaining wall 失效
标题翻译：用于构造地下挡土墙的方法和装置
公开(公告)号：US5007770A
公开(公告)日：1991-04-16
申请号：US445373
申请日：1989-12-04
申请人： Robert J. Simmons , Key S. Kwak
发明人： Robert J. Simmons , Key S. Kwak
IPC分类号： E02D5/18 , E02D5/20 , E02D17/00 , E02D17/13
CPC分类号： E02D5/20 , E02D17/00 , E02D17/13 , E02D5/18
摘要： One or more rotating augers with drilling heads are aligned within a rectilinear casing with a rectilinear cutting head defining one of a plurality of adjacent vertical slots that may be excavated to within about one inch of an adjacent structure or property without encroaching. When a slot is completed it is filled with either a precast or poured-in-place wall element, a plurality of adjacent elements being joined at the edges to form a solid wall without need for forms and shoring or underpinning of the adjacent property or structure.
摘要翻译：具有钻头的一个或多个旋转螺旋钻在直线壳体内对准，其中直线切割头限定多个相邻垂直槽中的一个，其可被挖掘到相邻结构或属性的约一英寸内而不会侵入。当槽完成时，其被填充有预制或浇筑的壁元件，多个相邻元件在边缘处连接以形成实心壁，而不需要相邻特性或结构的形式和支撑或支撑。

8. 发明授权

US4836718A Earth retaining method and structure with improved corrosion protection and drainage 失效
标题翻译：具有改善防腐和排水性能的土保持方法和结构
公开(公告)号：US4836718A
公开(公告)日：1989-06-06
申请号：US171377
申请日：1988-03-21
申请人： Hubert Deaton
发明人： Hubert Deaton
IPC分类号： E02D5/20 , E02D29/02
CPC分类号： E02D5/20 , E02D29/0233 , E02D29/0283
摘要： A tieback retaining wall structure and a method for constructing the same having improved corrosion protection for tieback connecting devices connecting tiebacks to soldier beams, and panel connecting devices connecting precast concrete panels to soldier beams is disclosed. The structure also provides an improved and simpler method of drainage behind a wall. After soldier beams are placed in the earthen mass to be retained, excavation is completed, tiebacks are installed and fastened, and any necessary temporary earth retaining devices are in place, elongated inflatable bags are positioned between the excavation and the precast concrete panels. Then the concrete panels are attached to the soldier beams. The bags preferably are inflated with a cementitious material which forms a sealed first channel surrounding the tieback connecting devices and the panel connecting devices, and a second channel between adjacent beams. The first channel is filled with a cementitious material. The second channel is filled with drainage material.
摘要翻译：本发明公开了一种用于构造该回转挡土墙结构的方法，该方法具有改进的腐蚀保护，用于将连接回接件与士兵梁连接的连接装置，以及将预制混凝土板连接到士兵梁的面板连接装置。该结构还提供了一种改进和简化的墙后排水方法。在将士兵梁放置在要保留的土体中后，开挖完成，绑扎装置固定，任何必要的临时地面保持装置就位，细长的可充气袋位于开挖和预制混凝土板之间。然后将混凝土板连接到士兵梁上。优选地，所述袋用胶结材料充气，所述胶结材料形成围绕所述连接装置和所述面板连接装置的密封的第一通道，以及相邻梁之间的第二通道。第一个通道填充有水泥材料。第二个通道充满排水材料。

9. 发明授权

US4459064A Elongated underground construction having a uniform section and method of building this construction 失效
标题翻译：细长的地下施工具有统一的施工方式和施工方法
公开(公告)号：US4459064A
公开(公告)日：1984-07-10
申请号：US377036
申请日：1982-05-11
申请人： Jean-Marie Berset
发明人： Jean-Marie Berset
IPC分类号： E21D9/04 , E02D5/18 , E02D5/20 , E21D9/00 , E21D11/10
CPC分类号： E02D5/18 , E02D5/20 , E21D11/10 , E21D9/005
摘要： The reinforced concrete structure of this construction comprises tubular elements of permanent shuttering, connected by structural parts defined by external pile planks and internal permanent shuttering tangential to the tubular elements. The method of building consists in driving in the tubular elements and the pile planks over the entire length of the construction, emptying the tubular elements of the earth with which they are filled, reinforcing and casting concrete into these elements, excavating the interior of the section defined by these tubular elements and the pile planks, progressively disposing props, inserting the inner shuttering between these props and these tubular elements and subsequently reinforcing and casting concrete between this shuttering and the pile planks.
摘要翻译：这种结构的钢筋混凝土结构包括永久挡板的管状元件，通过由外部桩板限定的结构部件和与管状元件相切的内部永久挡板连接。建筑的方法是在整个构造的整个长度上驱动管状元件和堆垛板，排空它们被填充的地球的管状元件，将混凝土加强并浇注到这些元件中，挖掘该部分的内部由这些管状元件和堆垛板定义，逐渐地布置道具，将这些道具之间的内部快门插入到这些管状元件之间，随后在该挡板和堆垛板之间加强和浇筑混凝土。

10. 发明授权

US4075852A Steel reinforced underground wall 失效
公开(公告)号：US4075852A
公开(公告)日：1978-02-28
申请号：US716151
申请日：1976-07-02
申请人： George John Tamaro
发明人： George John Tamaro
IPC分类号： E02D5/18 , E02D5/20 , E02D5/10 , E02D27/00
CPC分类号： E02D17/13 , E02D5/20
摘要： There is disclosed an improved method of constructing an underground reinforced concrete wall utilizing the slurry trench excavation method. According to the invention, at least a pair of spaced elongated primary excavations each adapted to receive a pair of H-beams rigidly joined together by steel lattice work; and a rebar cage. The channel or space in each H-beam at the outer channel between the flange and webs is filled with a polystyrene foam attached to the cage by steel plates and angles. These elements are lowered into the primary excavations and concrete is poured therein filling the spaces in the excavations and displacing any bentonite slurry from the trench to form primary wall elements. Thereafter, intermediate excavations are performed between the concreted sections and the H-beam portions thereof, the polystyrene foam being easily removed from the outer channel and the H-beam channel with the flanges thereof serving as guide elements for the excavating tool. According to a preferred procedure, the spaces between the first two primary wall panels have a length at least equal to a multiple greater than one of the primary wall panel excavations for secondary wall elements to be formed in the intermediate space. In this way, the same excavating tool can be used for forming equally spaced elements and the excavating tool will not in any way be impeded by engagement with steel H-beams since at least one end of the tool will be free to bite into earth or the space of an adjacent excavation. In order to form a reinforced excavation around and below underground utilities, and other obstructions, the earth between the two previous excavations is excavated, two beams are placed on either side of the utility or obstruction and the intervening excavation panel is cast with concrete without the use of a reinforcing cage or is cast using a steel fiber reinforced concrete in place of the reinforcing, is inserted to thereby form a reinforced wall in combination with the H-beam. There is also disclosed a novel method and apparatus for reducing wall thickness and decorating and improving surface finish of cast-in-situ underground concrete walls.

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