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141.发明授权Method for providing a sheet pile wall in the ground and a prefabricated wall element for carrying out such method 失效在地面上提供板桩墙的方法以及用于实施这种方法的预制墙体元件
公开(公告)号：US5505564A
公开(公告)日：1996-04-09
申请号：US193343
申请日：1994-02-08
IPC分类号： E02D5/20
CPC分类号： E02D5/20
摘要： A sheet pile wall is formed in the ground by excavating a first well and then excavating a second well spaced at a distance from the first well. The ground panel between the wells is then excavated to form a trench by using an excavating apparatus which is fitted with tubular guiding elements which are guided by the walls of the first and second wells. A prefabricated wall element having an arched center part is placed in the trench. The prefabricated wall element has edges which have meandering side faces. The edges of the wall element are brought into sealing contact with the walls of the trench, after which the first well is filled with concrete with the side face of the edge of the wall element serving as a shuttering to form a supporting nose engaging the side face.
摘要翻译： 通过挖掘第一井而在地面上形成板桩壁，然后挖掘与第一井隔开一段距离的第二井。 然后通过使用装配有由第一和第二井的壁引导的管状引导元件的挖掘装置挖掘井之间的接地面板以形成沟槽。 具有拱形中心部分的预制壁元件放置在沟槽中。 预制墙元件具有蜿蜒的侧面的边缘。 壁元件的边缘与沟槽的壁密封接触，之后第一个孔被混凝土填充，壁元件的边缘的侧面用作挡板，以形成与侧面相配合的支撑鼻 面对。
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公开(公告)号：US5360293A
公开(公告)日：1994-11-01
申请号：US986241
申请日：1992-12-04
摘要： A joint/sealing system for interlocked, in-ground barrier members which form an in-ground containment wall, including a "U" shaped gasket (108) interfacing with a longitudinally extended male member (109) to form oppositely directed, double seals using outwardly diverging lips (181/182, 183/184) on the distal ends of the gasket, with the seals being created between at least one side of the male member and at least one leg of two legs (107), which form a female cavity (110) for the male member. The joint includes two, flanking "T" shaped, longitudinal extensions on opposite sides of the male member mating with opposed "T" configured chambers (102') on the adjacent barrier member. The joint elements preferably form an "H" nested within two, opposed "J" shapes. Six exemplary embodiments are disclosed, some single wall and some double walled. The gasket lips typically emanate out from the ends of the "U" shape, but one embodiment (501) has the lips extending out from the sides of the "U" (FIG. 10 ).
摘要翻译： 一种用于互锁的地面上的阻挡构件的接合/密封系统，其形成一个内部地面的容纳壁，包括与纵向延伸的阳构件（109）相接合以形成相反方向的双重密封件的“U”型衬垫（108），其使用 在垫圈的远端上向外发散的嘴唇（181/182,183/184），其中密封件形成在阳构件的至少一侧和两腿之间的至少一条腿（107）之间，形成一个雌 阳构件的空腔（110）。 接头包括在相邻阻挡构件上与相对的“T”构造的腔室（102'）配合的阳构件的相对侧上的两个侧面“T”形的纵向延伸部。 关节元件优选地形成嵌套在两个相对的“J”形状内的“H”。 公开了六个示例性实施例，一些单壁和一些双壁。 垫圈唇通常从“U”形的端部排出，但是一个实施例（501）具有从“U”的侧面延伸出的唇部（图10）。
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公开(公告)号：US4990210A
公开(公告)日：1991-02-05
申请号：US345100
申请日：1989-04-28
CPC分类号： E02D29/16 , E02D19/185 , E02D5/18 , E02D5/20 , Y10T156/1788 , Y10T156/1798
摘要： Apparatus is provided for introducing and joining diaphragms in slotted walls. The slotted inner connecting pipe of one diaphragm is introduced into the slotted outer connecting pipe of another diaphragm. Furthermore apparatus for fusing together the two connecting pipes is placed within the interior of the inner pipe and can move through the latter. The apparatus has a heating device for heating and fusing the two connecting pipes together.
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144.发明授权System for guiding the excavation tool used for constructing a wall cast in the ground 失效用于引导用于在地面上铸造的墙体的挖掘工具的系统
公开(公告)号：US4930940A
公开(公告)日：1990-06-05
申请号：US321316
申请日：1989-03-10
摘要： The invention is concerned with civil engineering. It relates to a system for guiding the excavation tool used for making the trenches necessary for the construction panel-by-panel of a wall cast in the ground, which comprises, in combination, a vertical guide member extending over the height of the trench to be made and fixed to the adjacent panel or to a formwork located at the end of the adjacent panel, and guide wheels mounted on the excavation tool and rolling on the said member, said guide wheels being retained positively by the guide member relative to any horizontal force tending to separate them, and some wheel being profiled so as to be capable of destroying any obstacle of hardened concrete present on the guide member.
摘要翻译： 本发明涉及土木工程。 本发明涉及一种用于引导挖掘工具的系统，该系统用于制造在地面上铸造的壁板的建筑面板所需的沟槽，该组合包括在沟槽的高度上延伸的垂直导向构件， 被制造和固定到相邻的面板或位于相邻面板的端部的模板，以及安装在挖掘工具上并在所述构件上滚动的导向轮，所述导轮相对于任何水平面被导向构件 强制倾向于分离它们，并且一些车轮被轮廓化，以便能够破坏存在于引导构件上的硬化混凝土的任何障碍物。
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145.发明授权
公开(公告)号：US4877357A
公开(公告)日：1989-10-31
申请号：US141322
申请日：1988-01-06
摘要： A method and apparatus for making a slurry trench or wall in the soil, comprising driving a beam section into the ground by pile driving, and simultaneously and entirely filling up the trench formed by soil displacement with a supporting fluid. The beam sectional is subsequently pulled out of the soil with a vibrating movement, which is obtained by delivering blows to the beam at a suitable frequency. During this extraction movement, sufficient supporting fluid is supplied for filling up the volume occupied by the beam. The soil displacement portion at the under-side of the beam, in cross section, has a box section with apertured side walls. The box section is shut off at the under-side by a permanent pile shoe or by hinged flaps, so that during extraction of the beam out of the soil, the interior of the box section communicates with the trench formed underneath the flaps or the pile shoe, said trench being thereby filled with supporting fluid.
摘要翻译： 一种用于在泥土中制造泥浆沟或壁的方法和装置，包括通过打桩驱动梁部分进入地面，同时并且用支撑流体同时并且完全填充由土壤置换形成的沟槽。 梁段随后以振动的方式从土壤中拉出，这是通过以适当的频率向束射出而获得的。 在该提取运动期间，提供足够的支撑流体以填充梁所占据的体积。 梁的下侧的土体位移部分在横截面上具有带有多孔侧壁的盒部分。 箱体部分在下侧由永久性的打桩鞋或铰接的襟翼关闭，使得在将梁从土壤中抽出时，箱体部分的内部与形成在襟翼或桩下方的沟槽相通 所述沟槽由此填充有支撑流体。
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146.发明授权
公开(公告)号：US4728226A
公开(公告)日：1988-03-01
申请号：US598632
申请日：1984-04-10
CPC分类号： E02D5/182
摘要： Improvement on the method and apparatus for forming reinforced concrete walls with continuous steel reinforcements is disclosed in Veder U.S. Pat. No. 3,310,952. The process includes the forming of a plurality of concrete panels, each panel having a reinforcing cage extending to proximate the joint between the concrete panels and one or more expansible joint reinforcing cages bridging the gap between the reinforcing cages in the adjoining panels. The expansible joint reinforcing cages are carried in carriers in an end stop pipe. Each expansible joint reinforcing cage is comprised of a vertical support bar having secured thereto a plurality of horizontally extending concrete anchor members rigidly secured to one surface of the vertical support bar. A plurality of reinforcing bar members are pivotally coupled to the vertical support bar member and an operating rod member or channel member is coupled to the opposite ends of the these reinforcing bar members and shifts them from a substantially vertical position to a substantially horizontal position after the stop pipe has been removed and the next succeeding panel excavation performed. The vertical orientation of these reinforcing bar members as well as their operating member assures that they will be removed from the area of excavation of the next succeeding and adjacent panel section and, at the same time, by virtue of the concrete anchor members they are rigidly and securely anchored in the preceding concrete panel element. In a preferred embodiment, the vertical bar member is a channel member and the operating rod member is a similar channel member.
摘要翻译： 用于形成具有连续钢筋的钢筋混凝土墙的方法和装置的改进在Veder的美国专利中公开。 第3,310,952号。 该方法包括形成多个混凝土板，每个板具有延伸到接近混凝土板之间的接合部的一个加强笼，以及一个或多个可膨胀的接合加强笼，桥接桥接相邻板之间的加强笼之间的间隙。 可膨胀的关节加强笼在末端挡管中承载在载体中。 每个可膨胀的接头加强保持架包括一个垂直的支撑杆，该立式支撑杆固定有多个水平延伸的刚性地固定在垂直支撑杆的一个表面上的水平延伸的混凝土锚定构件。 多个加强杆构件枢转地联接到垂直支撑杆构件，并且操作杆构件或通道构件联接到这些加强杆构件的相对端部，并将它们从基本上垂直的位置移动到基本上水平的位置 停止管已被移除，并进行下一个后续的面板挖掘。 这些钢筋构件及其操作构件的垂直方向确保它们将从下一个后续和相邻的板部分的挖掘区域移除，并且同时由于具体的锚固构件，它们是刚性的 并牢固地锚固在前述混凝土面板元件中。 在优选实施例中，垂直杆构件是通道构件，并且操作杆构件是类似的通道构件。
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公开(公告)号：US4678373A
公开(公告)日：1987-07-07
申请号：US716746
申请日：1985-03-27
CPC分类号： E02D27/48
摘要： Apparatus for shoring a structure such as a foundation, comprising a support bracket engageable with the foundation, a pile adapted to be driven down into the ground adjacent the bracket, and at least one footing structure on the outside of the pile extending circumferentially of the pile in a plane generally at right angles to the central longitudinal axis of the pile. The footing structure has an outer diameter greater than the outer diameter of the pile for engagement with the soil as the pile is driven down thereby to increase the load-bearing capacity of the pile. A mechanism is provided for securing the pile to the bracket after the pile and the footing structure thereon have been driven to a depth sufficient to shore the foundation. A shoring method is also disclosed.
摘要翻译： 用于支撑诸如基础的结构的装置，包括可与基座接合的支撑支架，适于被驱动到邻近支架的地面中的桩以及在桩的外周延伸的至少一个基脚结构 在大致与桩的中心纵向轴线成直角的平面内。 底脚结构的外径大于桩的外径，用于与桩接合，因为桩被向下推动，从而增加桩的承载能力。 提供了一种机构，用于在桩和其上的基础结构被驱动到足以使基础固定的深度之后将桩固定到支架上。 还公开了一种支撑方法。
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148.发明授权Method for fabricating slotted walls with built-in thin-walled sealing elements 失效用于制造具有内置薄壁密封元件的开槽壁的方法
公开(公告)号：US4673316A
公开(公告)日：1987-06-16
申请号：US806109
申请日：1985-12-06
CPC分类号： E02D19/18
摘要： A method for installing thin-walled sealing elements in the fabrication of slotted walls in the soil. The thin-walled sealing elements are plastic foils with vertical connecting elements at the vertical edges. A connecting slot is flushed out between a newly made slotted-wall section and the interior of the adjacent slotted connecting tube of the previously installed sealing element. The slot and the interior of the connecting tube are filled with a support suspension. Then a new sealing element is threaded through the filled connecting slot into the previously installed connecting tube.
摘要翻译： 一种用于在土壤中开槽壁的制造中安装薄壁密封元件的方法。 薄壁密封元件是在垂直边缘具有垂直连接元件的塑料箔。 连接槽在新制作的开槽壁部分和先前安装的密封元件的相邻开槽连接管的内部之间被冲出。 连接管的槽和内部填充有支撑悬架。 然后，新的密封元件穿过填充的连接槽进入先前安装的连接管。
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149.发明授权
公开(公告)号：US4467587A
公开(公告)日：1984-08-28
申请号：US387003
申请日：1982-06-10
摘要： Prefabricated concrete component to be employed in the construction of walls poured in the ground. It has a sheet (2) of impermeable material that at least partly covers the excavation side (6) of the wall, which is to be left uncovered after the wall has been poured, that has at least one face that forms the excavation-side face of the panel while the other side has projections (3) cast into the concrete (1) that makes up the panel, and that can be attached impermeably to the sheet on an adjacent panel.
摘要翻译： 预制混凝土构件用于建筑墙壁浇筑在地面上。 它具有至少部分覆盖壁的挖掘侧（6）的不透水材料片（2），该墙壁在已经浇注之后将被覆盖，该至少一个面形成挖掘侧 而另一侧具有铸造到构成面板的混凝土（1）中的突起（3），并且可以不透水地附着在相邻面板上的片材上。
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150.发明授权
公开(公告)号：US4190384A
公开(公告)日：1980-02-26
申请号：US932449
申请日：1978-08-09
申请人： Herwig Neumann
发明人： Herwig Neumann
CPC分类号： E01F8/022 , E02D29/0266
摘要： Disclosed is a system of construction elements for the erection of plant-accommodating, slope-retaining walls comprising L-shaped longitudinal elements arranged in multilevel relationship, having a horizontally extending base plate portion and an upwardly extending railing portion; and sectional support elements acting as vertical spacers for the longitudinal elements extending horizontally in a direction perpendicular to the direction of the longitudinal elements and having upper and lower seating surfaces adapted for communication with the base plate portion of the longitudinal element; wherein a slope-retaining wall formed from the L-shaped longitudinal elements and the sectional support elements capable of dividing shearing forces acting on the wall vertically and longitudinally so that the wall stands erect, retains a slope surface and provides areas for the accommodation of plants, small foliage or the like.
摘要翻译： 公开了一种用于架设装置的倾斜保持墙的构造元件系统，其包括以多级关系布置的L形纵向元件，具有水平延伸的底板部分和向上延伸的栏杆部分; 以及作为纵向元件的垂直间隔件的截面支撑元件，所述纵向元件在垂直于纵向元件的方向的水平方向上延伸，并且具有适于与纵向元件的基板部分连通的上和下入座表面; 其中由所述L形纵向元件形成的倾斜保持壁和所述截面支撑元件能够垂直和纵向地分隔作用在所述壁上的剪切力，使得所述壁直立，保持斜面并为所述植物的容纳提供区域 ，小叶子等。
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