首页> 外国专利> CONSTRUCTION OF WATER IMPERMEABLE LAYER AND UNDERGROUND CUT-OFF WALL IN GROUND

CONSTRUCTION OF WATER IMPERMEABLE LAYER AND UNDERGROUND CUT-OFF WALL IN GROUND

机译:地下不透水层和地下防渗墙的施工

摘要

PURPOSE:To construct in a short period of time at low cost by a method wherein tunnels are provided under the ground around a ground area with a hardner injection hose having excavating capacity laid therein and stratified spaces made by horizontal excavation therewith are filled with hardeners injected therefrom. CONSTITUTION:To the ground around an area of a ground 5 where a water impermeable layer or an underground cut-off wall is to be constructed, a plurality of shafts 1-4 are drilled, and tunnels 7 are bored through the ground between the shafts 1-4 and a chain saw type hardner injection hose 8 capable of doing excavation work, is laid in the tunnels 7. Then the excavation is progressed horizontally with the hardner injection hose 8 so that the area of the ground 5 encircled with the injection hose is gradually reduced, forming stratified spaces after the excavation. The stratified spaces are then filled with the hardner injected with the hardner injection hose 8. After hardening of the harder, the water impermeable layer or the underground cut-off wall is constructed.
机译:目的:通过一种在短时间内以低成本建造的方法,其中在地下周围的地下区域设置隧道,在隧道内铺设较硬的注水软管,并在其中铺设开挖能力,并通过水平开挖形成的分层空间填充注有硬化剂的方法。由此。宪法:在地面5周围将要建造不透水层或地下防渗墙的区域的地面上,钻了多个竖井1-4,并在竖井之间的地面上钻了隧道7如图1-4所示,将能够进行挖掘作业的链锯式的较硬的注入软管8铺设在隧道7中。然后,利用较硬的注入软管8使挖掘水平地进行,以使注入软管包围地面5的区域。开挖后逐渐减少,形成分层空间。然后,分层的空间将被注入较硬的注入软管8注入的较硬的填充物填充。硬化较硬的注入物之后,将构建不透水层或地下隔断墙。

著录项

  • 公开/公告号JPH03140519A

    专利类型

  • 公开/公告日1991-06-14

    原文格式PDF

  • 申请/专利权人 SHIN GIJUTSU KOEI KK;

    申请/专利号JP19890279359

  • 发明设计人 ABIRU TAKAYUKI;

    申请日1989-10-25

  • 分类号A01G7/00;A01G1/00;E02B13/00;E02D3/12;

  • 国家 JP

  • 入库时间 2022-08-22 06:06:32

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