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Chemical grouting structures in the ground at the time of the chemical liquid grouting and chemical grouting

机译:化学液体灌浆和化学灌浆时地下的化学灌浆结构

摘要

To provide a liquid injection structure of liquid injection method and in the soil at the time of drug solution injection can be used to inject the drug solution depending on the depth of the ground. A liquid injection method is a boring step of forming the hole H by penetrating the casing pipe 10 in the ground G, and the hole H, the liquid injector tube 20 having a plurality of discharge ports 21 of the chemical and the chemical liquid provided around the injection tube 20, provided with a laminate 30 formed alternately in the vertical direction of the hole H and the permeable layer 32 which enables the permeability of the impermeable layer 31 and the chemical solution to prevent the permeability of the drug solution, the casing includes a stack forming step of pulling the pipe 10, to discharge the liquid medicine from a plurality of discharge ports 21, and a liquid injection step of injecting the drug solution into the ground G through a permeable layer 32. Impermeable layer 31 may be formed of a material containing solid bentonite, permeable layer 32, and sand material containing at least one of gravel, foam, or is formed by the cavity. [Selection Figure] Figure 1
机译:为了提供液体注射方法的液体注射结构,在药液注射时可根据土壤的深浅在土壤中注射药液。液体注入法是在地面G上贯通套管10并形成孔H的钻孔工序,该液体注入管20具有在周围设置有多个药液和药液的排出口21。注入管20具有在孔H的上下方向上交替地形成的层叠体30和能够使不渗透层31和药液的透过性防止药液透过的可渗透层32。堆叠形成步骤包括:拉动管10,以从多个排出口21排出药液;以及液体注入步骤,其通过可渗透层32将药液注入地面G。不可渗透层31可以由以下材料形成:包含固体膨润土的材料,可渗透层32和包含砾石,泡沫中的至少一种的砂子材料或由空腔形成。 [选型图]图1

著录项

  • 公开/公告号JP5514363B1

    专利类型

  • 公开/公告日2014-06-04

    原文格式PDF

  • 申请/专利权人 株式会社大阪防水建設社;

    申请/专利号JP20130269881

  • 发明设计人 松永 隆善;塚本 信夫;

    申请日2013-12-26

  • 分类号E02D3/12;

  • 国家 JP

  • 入库时间 2022-08-21 16:11:40

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