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Method for construction of piers in soil and a pier construction

机译:在土壤中建造墩的方法和墩的构造

摘要

Apparatus and an associated method for forming a pier in a soil matrix (28) includes a hollow tube (38) with a restricted expansion section (20) connected to and adjacent a soil penetrating bottom head element (22) which is configured to facilitate discharge of pier forming material such as grout. An expansion device (26) in the form of an expandable bladder or expandable mechanical device is positioned along a section of the length of the restricted expansion section (20). The hollow tube structure is inserted into a soil matrix with the expansion device in the retracted condition. Subsequently, the expansion device is expanded to enlarge the formed cavity in the soil matrix. Then grout or other pier forming material is injected into the cavity as the expansion device is retracted or deflated and as the hollow tube structure is raised incrementally to form a pier with one or more uniquely shaped lifts.
机译:用于在土壤基质(28)中形成墩的设备和相关方法包括中空管(38),该中空管(38)具有与扩张土壤的底部头部元件(22)相邻并与其相邻的扩张部(20),该底部扩张元件(20)构造成有助于排出码头形成材料,如灌浆。可膨胀的囊或可膨胀的机械装置形式的膨胀装置(26)沿着受限的膨胀区段(20)的长度的一部分定位。中空管结构通过膨胀装置在缩回状态下插入土壤基质中。随后,膨胀装置膨胀以扩大土壤基质中形成的空腔。然后,在膨胀装置缩回或放气时,以及在中空管结构逐渐升高以形成具有一个或多个独特形状的提升件的墩时,将水泥浆或其他墩形成材料注入腔中。

著录项

  • 公开/公告号AU2003298000A8

    专利类型

  • 公开/公告日2004-06-30

    原文格式PDF

  • 申请/专利权人 GEOTECHNICAL REINFORCEMENT INC.;

    申请/专利号AU20030298000

  • 发明设计人 NATHANIEL S. FOX;

    申请日2003-12-05

  • 分类号E02D5/44;

  • 国家 AU

  • 入库时间 2022-08-21 23:01:36

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