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GROUT INJECTION FOR CUT-OFF WALL CONSTRUCTION WORK

机译:灌缝墙施工的灌浆

摘要

PURPOSE:To exactly inject a grout into the ground by a method in which a grout injection tube consisting of an outer tube and an inner tube inserted into the outer tube in such a way as to close the tip of the outer tube is provided to a steel material, and the grout is discharged from the aperture formed between the outer tube and the inner tube when pulling up the outer tube. CONSTITUTION:A pair of grout injection tubes 18 are attached on the diagonal line to the outside of the basal portion 12 of a steel material 10. The steel material 10 is then penetrated into the ground. A stopper 30 is moved upwards, an outer tube 22 is pulled up, and a grout is supplied through the charging port 34 of the outer tube 22. The steel material 10 is then pulled out, and the grout is flowed down in the tube 22 and injected into the ground through an aperture 32 formed between the outer tube 22 and the inner tube 20.
机译:目的:通过一种方法将水泥浆精确地注入地面,在该方法中,将由外管和以封闭外管末端的方式插入外管的内管组成的注浆管设置在地下。钢材,当向上拉外管时,浆液从形成在外管和内管之间的孔中排出。组成:一对灌浆注入管18在对角线上连接到钢材10的底部12的外侧。然后将钢材10渗入地下。使塞子30向上移动,将外管22向上拉,并且通过外管22的装料口34供应水泥浆。然后将钢材10拉出,并且水泥浆在管22中向下流动。并通过在外管22和内管20之间形成的孔32注入地面。

著录项

  • 公开/公告号JPH0418083B2

    专利类型

  • 公开/公告日1992-03-26

    原文格式PDF

  • 申请/专利权人 OBAYASHI CONSTR CO LTD;

    申请/专利号JP19840135266

  • 发明设计人 KOTANI KATSUMI;

    申请日1984-07-02

  • 分类号E02D3/12;E02D5/18;

  • 国家 JP

  • 入库时间 2022-08-22 05:42:55

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