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164 条记录 (耗时 0.014 秒)

    SYSTEMS, METHODS AND APPARATUS FOR SLURRY WALL CONSTRUCTION INCORPORATING SHEET PILINGS
    126.
    发明申请
    SYSTEMS, METHODS AND APPARATUS FOR SLURRY WALL CONSTRUCTION INCORPORATING SHEET PILINGS 审中-公开
    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。

    Drilling device for executing diaphragm walls and method thereof
    127.
    发明授权
    Drilling device for executing diaphragm walls and method thereof 有权
    用于执行隔膜壁的钻孔装置及其方法

    公开(公告)号：US09151011B2

    公开(公告)日：2015-10-06

    申请号：US13186209

    申请日：2011-07-19

    申请人： Davide Trevisani ,  Stefano Trevisani ,  Maurizio Siepi ,  Carlo Crippa

    发明人： Davide Trevisani ,  Stefano Trevisani ,  Maurizio Siepi ,  Carlo Crippa

    IPC分类号： E02D5/20 ,  E02F3/08 ,  E02D17/13 ,  E02D19/18 ,  E02F3/20

    CPC分类号： E02D17/13 ,  E02D19/18 ,  E02F3/205

    摘要： A drilling method and device is for the execution of diaphragm walls by cutters, (131, 105, 110) carried by a frame (130) supported by suspension and movers (102). A guide hole (200) is formed as far as the depth specified in the design at the center of the panel to be made. Excavation is started with the introduction into the guide hole (200) of a guide element (101) that is fixed with respect to the tool-holder frame and having geometry such as to copy the guide hole along which it slides during excavation. Excavation is carried out as far as the depth specified in the design. The tool is extracted from the excavation and the excavation is filled with concrete and a panel is formed. The method is repeated so as to form adjacent panels.

    摘要翻译： 钻孔方法和装置用于通过由悬架和移动器（102）支撑的框架（130）承载的切割器（131,105,110）来执行隔膜壁。 导向孔（200）形成为在要制造的面板的中心处的设计中指定的深度。 通过引入相对于工具架框架固定的引导元件（101）的引导孔（200）开始挖掘，并具有几何形状，以便在挖掘期间复制其滑动的引导孔。 挖掘是在设计中规定的深度进行的。 该挖掘工具从挖掘中抽出，挖掘中充满混凝土，形成一个面板。 重复该方法以形成相邻的面板。

    Abutment structures
    128.
    发明授权
    Abutment structures 有权
    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。

    ABUTMENT STRUCTURES
    129.
    发明申请
    ABUTMENT STRUCTURES 有权
    建筑结构

    公开(公告)号：US20140082864A1

    公开(公告)日：2014-03-27

    申请号：US14036864

    申请日：2013-09-25

    申请人： John Sang Kim ,  Vijay Chandra

    发明人： Vijay Chandra ,  John Sang Kim

    IPC分类号： E01D19/02 ,  E02D5/20 ,  E02D29/02

    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包括再循环的结构复合材料和其它热塑性塑料的复合材料制成。

    Process for grouting a curtain with polymer
    130.
    发明授权
    Process for grouting a curtain with polymer 有权
    用聚合物灌浆幕的工艺

    公开(公告)号：US08272811B2

    公开(公告)日：2012-09-25

    申请号：US12721424

    申请日：2010-03-10

    申请人： Fuming Wang ,  Jianwu Wang ,  Mingsheng Shi ,  Wenting Liu ,  Chengchao Guo ,  Qiang Li ,  Xiaoliang Wang

    发明人： Fuming Wang ,  Jianwu Wang ,  Mingsheng Shi ,  Wenting Liu ,  Chengchao Guo ,  Qiang Li ,  Xiaoliang Wang

    IPC分类号： E02D5/20

    CPC分类号： E02D3/12 ,  E02D19/16 ,  E02D19/18

    摘要： A process for grouting a super-thin curtain with polymer, includes: forming a series of V-shaped injecting holes by direct pushing method using a special drilling tool along a dam or dike axis spacedly at a predetermined distance; and injecting a two-component polymer composition into each of the holes, wherein the mixed polymer material expends and coagulates under chemical reaction to form a series of super-thin curtain segments, and the curtain segments connect with each other end to end to form a continuous and impermeable polymer curtain.

    摘要翻译： 一种用聚合物灌浆超薄帘布的方法，包括：通过直接推压方式，使用特殊的钻具沿坝或堤轴以预定的距离间隔地形成一系列V形注入孔; 并将双组分聚合物组合物注入每个孔中，其中所述混合聚合物材料在化学反应下消耗和凝结以形成一系列超薄帘幕段，并且帘片段彼此端对端连接以形成 连续和不渗透的聚合物窗帘。