首页> 外国专利> PERMEABILITY ROCK STAGNANT WATER GROUTING METHOD FOR BULK INJECTION TYPE

PERMEABILITY ROCK STAGNANT WATER GROUTING METHOD FOR BULK INJECTION TYPE

机译:散装型渗透性岩石停水注浆方法

摘要

PURPOSE: A water grouting method for permeable bedrock using a bulk injection method is provided to install a cutoff wall in a permeable rock using a sheet pile. CONSTITUTION: A water grouting method for permeable bedrock using a bulk injection method is as follows. A cutoff wall is installed in permeable bedrock using a sheet pile(S100). A first borehole is formed by vertically boring from the front surface or the rear surface of the sheet pile to the ground(S110). A second borehole is formed on the bottom surface of the first borehole using a rod, and the rod is drawn out of the second borehole(S120). A packer having an injection pipe and a perforated pipe is fixed to the bottom of a casing and the top of the first borehole(S130). The injection pipe and the perforated pipe inject a grout material into the boreholes(S140). The injection pipe and the perforated pipe are drawn out of the boreholes, and the space is filled with mortar(S150).
机译:目的:提供一种使用块状注浆法的渗透性基岩注水方法,以利用板桩在渗透性岩石中安装防渗墙。组成:采用注浆法对渗透性基岩注水的方法如下。使用板桩将防渗墙安装在可渗透基岩中(S100)。通过从片材堆的前表面或后表面垂直钻孔到地面来形成第一钻孔(S110)。使用杆在第一孔的底面上形成第二孔,并将杆从第二孔中抽出(S120)。具有注入管和多孔管的封隔器被固定到壳体的底部和第一钻孔的顶部(S130)。注入管和多孔管将灌浆材料注入钻孔中(S140)。从钻孔中抽出注入管和多孔管,并用砂浆填充空间(S150)。

著录项

  • 公开/公告号KR101188733B1

    专利类型

  • 公开/公告日2012-10-10

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20100071298

  • 发明设计人 김성운;김영진;차경섭;

    申请日2010-07-23

  • 分类号E02D3/12;

  • 国家 KR

  • 入库时间 2022-08-21 17:07:23

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