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An earth anchor method for soft ground and a grouting material for soft ground used in the earth anchor method

机译:一种用于软土地基的土锚方法和用于该土锚方法中的软土灌浆材料

摘要

PURPOSE:To obtain an anchor having expanded diameter part by preventing the dispersion of grout into soil by using a seamless packer expandible into a cylindrical form. CONSTITUTION:A pit is excavated in soft ground by boring, and an expandible cylindrical packer 20 attached with a grout injection pipe 141 and a tension member 121 is penetrated into the pit. Cement mortar or milk is injected through the pipe 141 under a pressure to expand the packer 20 and then hardened. Since the grout G is housed in the packer 20, the grout G can be effectively utilized without dispersion into the ground and a bearing type anchor A having an expanded diameter part of a great expansion ratio can be easily and exactly formed.
机译:目的:通过使用可膨胀成圆柱形的无缝封隔器来防止灌浆分散到土壤中,从而获得直径部分扩大的锚。组成:通过钻孔在软土地基中开挖一个坑,一个装有注浆管141和受拉构件121的可膨胀圆柱形封隔器20伸入该坑中。在压力下通过管道141注入水泥砂浆或牛奶,以使封隔器20膨胀,然后硬化。由于灌浆剂G被容纳在封隔器20中,因此可以有效地利用灌浆剂G而不会散布到地下,并且可以容易且精确地形成具有大的扩径率的扩径部的轴承式锚固件A。

著录项

  • 公开/公告号KR870011331A

    专利类型

  • 公开/公告日1987-12-22

    原文格式PDF

  • 申请/专利权人 신윤식;

    申请/专利号KR19860004597

  • 发明设计人 신윤식;

    申请日1986-06-10

  • 分类号E02D3/12;

  • 国家 KR

  • 入库时间 2022-08-22 06:54:37

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