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Slope reinforcement system using pipe type soil nailing and its construction methods

机译:管式土钉加固边坡系统及其施工方法

摘要

PURPOSE: A slope reinforcement structure and a construction method using a pipe type soil nailing are provided to reduce construction period and construction costs and to prevent the collapse of perforation holes by simultaneously mounting perforation holes and constructing nail. CONSTITUTION: A slope reinforcement structure comprises a pipe type nail(100), concrete(200), a reinforcement net(300), and a cover(400). The pipe type inhales the soil of the buried body using the suction force of a punch and discharges the soil to out of the ground. Concrete is input to the nail pipe and grouted to be cured. The reinforcement net adheres closely to the surface in order to accept the top end portion of the pipe nail. The cover simultaneously accepts the top end portion of the pipe nail and is buried in the ground in order to prevent the movement of the pipe nail.
机译:目的:提供一种使用管式土钉的边坡加固结构和施工方法,以减少施工时间和施工成本,并通过同时安装孔眼和钉子来防止孔眼塌陷。组成:一种边坡加固结构,包括管形钉100,混凝土200,加固网300和盖400。管式利用冲头的吸力吸入埋入物的土壤,并将土壤排出地面。将混凝土输入到钉管中并进行灌浆以使其固化。加强网紧紧粘附在表面上,以容纳管钉的顶端部分。盖同时容纳管钉的顶端部分并且被埋在地下以防止管钉移动。

著录项

  • 公开/公告号KR101127623B1

    专利类型

  • 公开/公告日2012-03-23

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20090081209

  • 发明设计人 김성례;

    申请日2009-08-31

  • 分类号E02D17/20;E02D5/80;E02B3/12;

  • 国家 KR

  • 入库时间 2022-08-21 17:08:24

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