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Dead water manner null of wall type subterranean continual wall

机译:墙式地下连续墙的死水方式为空

摘要

PURPOSE: To positively perform injection of water stopping material with a high accuracy. ;CONSTITUTION: Holes are drilled continuously on the back side or both sides of a place at which a wall type underground continuous wall 1 is to be constructed, and the holes are filled with a solidifying material, or the field soil and the solidifying material are mixed and kneaded. After an injection pipe 2 for water stopping material is assembled in the hole on the back face of the place where a wall type underground continuous wall is to be constructed before the solidifying material is solidified, and column type underground continuous walls 3 are constructed, a wall type underground continuous wall 2 is constructed between the column type underground continuous walls 3. When water leaks from the wall type underground continuous wall 2, water stopping material is injected to the back face of the wall type underground continuous wall 4 through the injection pipe 2.;COPYRIGHT: (C)1996,JPO
机译:目的:积极地进行止水材料的高精度注射。 ;组成:在要建造壁式地下连续墙1的地方的背面或两侧连续钻孔,并用固化材料填充孔,或在田间土壤和固化材料中混合和捏合。在凝固材料凝固之前,在将要建造壁式地下连续壁的地方的背面的孔中装配用于止水材料的注入管2,然后构造柱式地下连续壁3,壁式地下连续壁3之间构造有壁式地下连续壁2。当水从壁式地下连续壁2泄漏时,止水材料通过注入管注入到壁式地下连续壁4的背面。 2 .;版权:(C)1996,日本特许厅

著录项

  • 公开/公告号JP3477536B2

    专利类型

  • 公开/公告日2003-12-10

    原文格式PDF

  • 申请/专利权人 大成建設株式会社;

    申请/专利号JP19940234219

  • 发明设计人 坪根 康雄;吉田 武良;

    申请日1994-09-02

  • 分类号E02D5/18;

  • 国家 JP

  • 入库时间 2022-08-21 23:28:53

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