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    OPEN-END EXTENSIBLE SHELLS AND RELATED METHODS FOR CONSTRUCTING A SUPPORT PIER
    31.
    发明申请
    OPEN-END EXTENSIBLE SHELLS AND RELATED METHODS FOR CONSTRUCTING A SUPPORT PIER 有权
    OPEN-END可伸缩的壳体和相关的方法来构造支撑件

    公开(公告)号：US20150330051A1

    公开(公告)日：2015-11-19

    申请号：US14809579

    申请日：2015-07-27

    申请人： Geopier Foundation Company, Inc.

    发明人： David J. White

    IPC分类号： E02D27/20 ,  E02D27/18 ,  E02D23/00 ,  E02D3/08 ,  E02D7/28

    CPC分类号： E02D5/60 ,  E02D3/08 ,  E02D7/02 ,  E02D7/28 ,  E02D7/30 ,  E02D23/00 ,  E02D27/16 ,  E02D27/18 ,  E02D27/20 ,  E02D2200/165 ,  E02D2200/1685 ,  E02D2200/1692 ,  E02D2250/0007 ,  E02D2300/0006 ,  E02D2300/0079

    摘要： Extensible shells and related methods for constructing a support pier are disclosed. An extensible shell can define an interior for holding granular construction material and define a first opening at a first end for receiving the granular construction material into the interior and a second opening at a second end. The extensible shell can be flexible such that the shell expands when granular construction material is compacted in the interior of the shell. A method may include positioning the extensible shell in the ground and filling at least a portion of the interior of the shell with the granular construction material. The granular construction material may be compacted in the interior of the extensible shell to form a support pier.

    摘要翻译： 公开了用于构造支撑码头的可扩展外壳和相关方法。 可延伸壳体可以限定用于保持颗粒状结构材料的内部，并且在第一端部限定第一开口，用于将颗粒状结构材料接纳到内部，在第二端处形成第二开口。 可延伸的壳体可以是柔性的，使得当颗粒结构材料在壳体的内部压实时，壳体膨胀。 一种方法可以包括将可延伸的壳体定位在地面中并用颗粒状结构材料填充壳体内部的至少一部分。 颗粒状结构材料可以在可延伸壳体的内部压实以形成支撑墩。

    METHOD OF AND MACHINE FOR MANUFACTURING CONCRETE U-WALL TYPE CONSTRUCTION ELEMENTS AND METHOD OF OPERATING THE SAME
    32.
    发明申请
    METHOD OF AND MACHINE FOR MANUFACTURING CONCRETE U-WALL TYPE CONSTRUCTION ELEMENTS AND METHOD OF OPERATING THE SAME 有权
    制造混凝土U型墙体构造要素的方法和机器及其操作方法

    公开(公告)号：US20120175814A1

    公开(公告)日：2012-07-12

    申请号：US12987218

    申请日：2011-01-10

    申请人： Raymond O'Neill ,  Dennis Carr

    发明人： Raymond O'Neill ,  Dennis Carr

    IPC分类号： B29C39/02 ,  B28B7/02

    CPC分类号： E02D29/025 ,  B28B7/0029 ,  B28B7/0041 ,  B28B7/0044 ,  B28B7/0058 ,  B28B7/0061 ,  B28B7/02 ,  B28B7/04 ,  B28B7/10 ,  B28B7/16 ,  B28B7/18 ,  B28B7/186 ,  B28B7/285 ,  B28B7/36 ,  B28B13/04 ,  B28B13/06 ,  B28B15/00 ,  E02D29/02 ,  E02D29/0266 ,  E02D2250/0007 ,  E02D2250/0023 ,  E02D2300/002 ,  E02D2300/0029 ,  E04C5/01

    摘要： A machine for and method of manufacturing concrete U-wall construction blocks, each having a front wall portion and a pair of stem portions extending from said front wall portion. The method involves providing a system of molding jacket panels, including a core molding assembly having a pair of inside stem jacket panels that are adjustably supportable in a substantially parallel manner during a molding process, and arranged is such a manner that the front wall portion is molded in downwardly facing direction toward a horizontal support surface and completely enclosed in one or more molding jacket panels. Before block molding operations, the thickness of the front wall portion of the U-wall construction block is set by determining the thickness of a front wall surface liner and installing the front wall surface forming liner within the system of molding jacket panels. Also, thickness of the stem portions of the U-wall construction block is set by determining the proper distance between the pair of said inside stem jacket panels supported in a parallel manner during the block molding process. Thereafter, concrete is poured or injected through pour openings provided in the molding jacket apparatus to form the front wall portion and stem portions of the concrete U-wall block.

    摘要翻译： 一种用于制造混凝土U形墙结构块的机器及其制造方法，每个具有从所述前壁部分延伸的前壁部分和一对杆部分。 该方法包括提供一种成型护套板的系统，其包括具有一对内部护套板的芯部模制组件，该模制组件在模制过程中可基本平行地可调节地支撑，并且布置成使得前壁部分 沿向下的方向模制成水平支撑表面并且完全封闭在一个或多个模制护套板中。 在块模制操作之前，通过确定前壁表面衬套的厚度并将前壁表面成形衬套安装在模制护套板的系统内来设定U形壁结构块的前壁部分的厚度。 此外，通过在块模制过程中确定以平行方式支撑的一对所述内侧柱套管板之间的适当距离来设定U形壁结构块的杆部的厚度。 此后，通过设置在成型套装置中的倾倒开口浇注或注入混凝土，以形成混凝土U形墙体的前壁部分和茎部分。

    Anchor device
    33.
    发明授权
    Anchor device 有权
    锚装置

    公开(公告)号：US06745990B2

    公开(公告)日：2004-06-08

    申请号：US10138613

    申请日：2002-05-03

    申请人： Malcolm K. Groff ,  Yeu-Tien Yu

    发明人： Malcolm K. Groff ,  Yeu-Tien Yu

    IPC分类号： E02D500

    CPC分类号： B29C45/14426 ,  B29C45/14311 ,  B29C45/14549 ,  B29C45/26 ,  E02D5/80 ,  E02D2250/0007 ,  E04H12/2215

    摘要： An anchor device comprising an elongated insert which has a lower end, an upper end, and a plurality of rib members extending radially therefrom, each of said rib members having a radial width which increases gradually in a direction from said lower end to said upper end of said elongated insert; an attachment seat integrally connected to said upper end of said insert and upper edges of said rib members; a metal shaft embedded longitudinally in said elongated insert, said metal shaft having an upper end which is embedded in said attachment seat, and a lower end which extends out of said lower end of said insert; and wherein said lower end of said metal shaft is tapered.

    摘要翻译： 一种锚固装置，其包括具有下端，上端和从其径向延伸的多个肋构件的细长插入件，每个所述肋构件具有在从所述下端到所述上端的方向上逐渐增加的径向宽度 的所述细长插入物; 一体地连接到所述插入件的上端和所述肋构件的上边缘的附接座; 金属轴纵向嵌入所述细长插入件中，所述金属轴具有嵌入在所述附接座中的上端，以及从所述插入件的所述下端延伸出的下端; 并且其中所述金属轴的所述下端是锥形的。

    Method for manufacturing an anchor device
    34.
    发明授权
    Method for manufacturing an anchor device 有权
    锚装置的制造方法

    公开(公告)号：US06719939B2

    公开(公告)日：2004-04-13

    申请号：US10138547

    申请日：2002-05-03

    申请人： Malcolm K. Groff ,  Yeu-Tien Yu

    发明人： Malcolm K. Groff ,  Yeu-Tien Yu

    IPC分类号： B29C4514

    CPC分类号： B29C45/14426 ,  B29C45/14311 ,  B29C45/14549 ,  B29C45/26 ,  E02D5/80 ,  E02D2250/0007 ,  E04H12/2215

    摘要： A method for manufacturing an anchor device. The method includes providing an elongated mold having an axial hole, a plurality of grooves extending radially from the axial hole, and an enlarged receiving space formed adjacent to the second end of the axial hole; disposing a metal shaft in the axial hole of the mold with an upper end of the metal shaft extending into the receiving space of the mold; injecting a molten plastic material into the mold around the metal shaft in order to fill the grooves and the receiving space; moving a forming die into the receiving space of the mold to depress the plastic material in the receiving space; and retracting the forming die from the mold and removing the integrally formed anchor device from the mold.

    摘要翻译： 锚装置的制造方法。 该方法包括提供具有轴向孔的细长模具，从轴向孔径向延伸的多个槽和与该轴向孔的第二端相邻形成的扩大的容纳空间; 将金属轴设置在模具的轴向孔中，金属轴的上端延伸到模具的容纳空间中; 将熔融的塑料材料注入围绕金属轴的模具中，以便填充凹槽和容纳空间; 将成形模具移动到模具的容纳空间中以将接收空间中的塑料材料压下; 并从模具中缩回成形模具，并从模具中移除整体形成的锚定装置。

    Manufactured reinforced concrete system
    35.
    发明申请
    Manufactured reinforced concrete system 审中-公开
    制造钢筋混凝土系统

    公开(公告)号：US20030001070A1

    公开(公告)日：2003-01-02

    申请号：US10103666

    申请日：2002-03-21

    发明人： John B. Rademacher

    IPC分类号： E04G009/00

    CPC分类号： E02D27/44 ,  E02D17/04 ,  E02D2250/0007 ,  E04B2/8605 ,  E04B5/40 ,  E04G21/185 ,  E04H4/0081

    摘要： A self-reinforcing in-situ concrete form that receives concrete including a first panel having a first surface and a second surface positioned opposite to the first surface, and a reinforcement rib connected to the first surface of the first panel, the reinforcement rib generally including a retention surface spaced away from the first surface of the first panel, wherein the retention surface is positioned in a non-perpendicular alignment with the first surface of the first panel, and the panel and the retention surface are designed to stay attached to the concrete after the concrete cures.

    摘要翻译： 一种接收混凝土的自加固原位混凝土结构，包括具有第一表面和与第一表面相对定位的第二表面的第一板，以及连接到第一板的第一表面的加强肋，所述加强肋通常包括 保持表面与第一面板的第一表面间隔开，其中保持表面定位成与第一面板的第一表面非垂直对准，并且面板和保持表面设计成保持连接到混凝土 具体治愈后。

    Concrete form
    36.
    发明授权
    Concrete form 失效
    具体形式

    公开(公告)号：US5890333A

    公开(公告)日：1999-04-06

    申请号：US893378

    申请日：1997-07-11

    申请人： Richard Boroviak

    发明人： Richard Boroviak

    IPC分类号： E02D5/44 ,  E02D27/42 ,  E02D31/14 ,  E04H12/22 ,  E04C3/34

    CPC分类号： E04H12/2292 ,  E02D27/42 ,  E02D2250/0007 ,  E02D2250/0023 ,  E02D2300/0009 ,  E02D31/14 ,  E02D5/44

    摘要： The present invention provides a concrete form comprising a housing having a foot portion and a leg portion. The leg portion of the housing has a top end and a bottom end. The leg portion of the housing consists of four equi-spaced identical semi-conical wall segments and four concave wall segments joining adjacent semi-conical wall segments to provide a generally truncated conical configuration with a rounded cross or four leaf clover horizontal cross section. The top and bottom end of the leg portion is open. The foot portion is an inverted dish shape. The dish shaped foot portion has an annular side wall and a top wall. The bottom end of the leg portion is coaxially connected to the top wall of the dish shaped foot portion. An opening is provided in the top wall of the dish shaped foot portion the same size and shape as the internal cross-section of the bottom end of the leg portion. The concrete form of the present invention because of its unique construction provides numerous advantages over conventional fiber tubes. It is easier to dig a hole into which the form can be inserted; the present invention will take about one third the volume of concrete that a similar sized fiber tube and due to its tapered construction, the concrete forms of the present invention will resist upward frost movement.

    摘要翻译： 本发明提供一种混凝土形式，其包括具有脚部和腿部的壳体。 壳体的腿部具有顶端和底端。 壳体的腿部由四个等间距相同的半圆锥形壁段和四个相邻的半锥形壁段连接的凹壁组成，以提供具有圆形十字形或四叶三叶草水平横截面的大致截头圆锥形构造。 腿部的顶端和底端是敞开的。 脚部是倒碟形状。 碟形脚部具有环形侧壁和顶壁。 腿部的底端与盘状脚部的顶壁同轴连接。 在餐具形状的脚部的顶壁上设置有与腿部的底端的内部横截面相同的尺寸和形状的开口。 由于其独特的结构，本发明的具体形式提供了许多优于常规纤维管的优点。 挖掘形式可以插入的孔更容易; 本发明将占据类似尺寸的纤维管的约三分之一的混凝土体积，并且由于其锥形结构，本发明的具体形式将抵抗向上的霜运动。

    Modular block retaining wall system
    37.
    发明授权
    Modular block retaining wall system 失效
    模块化挡土墙系统

    公开(公告)号：US5816749A

    公开(公告)日：1998-10-06

    申请号：US716626

    申请日：1996-09-19

    申请人： Joseph S. Bailey, II

    发明人： Joseph S. Bailey, II

    IPC分类号： E02D29/02 ,  E04B2/02 ,  E04C1/39 ,  E04C1/00 ,  E02D17/20

    CPC分类号： E04C1/395 ,  E02D29/0241 ,  E02D2200/13 ,  E02D2250/0007 ,  E02D2300/0004 ,  E02D2300/002 ,  E04B2002/0206 ,  E04B2002/0245

    摘要： A modular wall block is formed with two integral, transverse projections extending upwardly from its top surface, spaced from the front face of the block and spaced from each other by an upwardly opening groove. Each block also includes two downwardly opening, transversely extending, grooves of different widths spaced from the front face and spaced from each other by a downwardly extending projection. The width of the downwardly extending projection and the upwardly opening groove are approximately the same and the combined distance between the extreme edges of the two upwardly extending projections is substantially equal to the width of the larger of the two downwardly opening grooves. The height of the upwardly extending projections is equal to or less than the depth of the two downwardly opening grooves. By this arrangement, it is possible to selectively superimpose such blocks in a manner which either positions the front faces of superior blocks in a vertically aligned orientation or a vertically set-back orientation. An optional recessed area located in the upper surface behind the two projections is adapted to receive a grid-like sheet of reinforcing material which is captured therein by the lower surface of a superimposed block. The blocks of this application are dimensioned to be integrated in a retaining wall constructed of a mixture of these blocks and more robust modular wall blocks interconnected by a comb-like device. Multiple wall blocks are simultaneously formed on their side to enhance the high speed molding techniques.

    摘要翻译： 模块化的壁块形成有从其顶表面向上延伸的两个整体的横向突起，与块的前表面间隔开并且通过向上开口的凹槽彼此间隔开。 每个块还包括两个不同宽度的向下开口的横向延伸的凹槽，该凹槽与前表面间隔开并且通过向下延伸的突出部彼此隔开。 向下延伸的突起和向上开口的槽的宽度大致相同，并且两个向上延伸的突出部的极端边缘之间的组合距离基本上等于两个向下开口的沟槽中较大者的宽度。 向上延伸的突起的高度等于或小于两个向下开口的凹槽的深度。 通过这种布置，可以以这样的方式选择性地叠加这种块，即将上块的前表面定位在垂直取向或垂直设置的方向上。 位于两个突出部后面的上表面中的可选的凹入区域适于接收由叠加块的下表面捕获在其中的格栅状的增强材料片。 该应用的块体的尺寸被集成在由这些块的混合物构成的挡土墙和通过梳状装置相互连接的更坚固的模块化壁块之间。 在其侧面同时形成多个壁块，以增强高速成型技术。