首页> 外国专利> PARTIAL EXTENSION APPARATUS FOR UNDERGROUND PIPE AND COMPOSITE CAST IN PLACE PILE METHOD USING THE SAME

PARTIAL EXTENSION APPARATUS FOR UNDERGROUND PIPE AND COMPOSITE CAST IN PLACE PILE METHOD USING THE SAME

机译:地下管和复合材料铸造的部分延伸装置使用相同

摘要

The present invention extends and contracts in a direction orthogonal to the tubular body 10, and is installed at the end of the telescopic body 20 so as to be orthogonal to the tubular body 10 as the telescopic body 20 expands and contracts. It is an underground pipe body partial deformation device consisting of a pressing body 30 that moves in a direction and a synthetic pile construction method using the same.After inserting the underground pipe body partial deformation device into the pipe body 10 penetrated into the ground, it is operated and the pipe body It is to form the deformation part 11 in (10). Through the present invention, it is possible to build a solid coupling structure between the pile and the ground by forming irregularities on the outer circumferential surface of the on-site synthetic pile, thereby significantly improving the supporting power of the pile.
机译:本发明在与管状主体10正交的方向上延伸和收缩,并且安装在伸缩体20的端部,以便与管状主体10正交,因为伸缩体20膨胀和收缩。它是地下管体局部变形装置,包括在使用相同的方向和合成桩施工方法的方向上移动的压制体30。将地下管体部分变形装置插入管体10中穿过地面,它操作和管体它是在(10)中形成变形部分11。通过本发明,可以通过在现场合成桩的外周表面上形成不规则来构建桩和地之间的固体耦合结构,从而显着提高桩的支撑能力。

著录项

  • 公开/公告号KR102224526B1

    专利类型

  • 公开/公告日2021-03-08

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR1020190100003

  • 发明设计人 민병찬;

    申请日2019-08-15

  • 分类号E02D7;E02D5/38;E02D5/48;

  • 国家 KR

  • 入库时间 2024-06-14 21:21:27

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