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Procedure for the execution of underground constructions in soft soil with high water infiltration.

机译:在水渗透率高的软土中进行地下施工的程序。

摘要

The invention relates to a procedure for the execution of underground constructions in soft soil with high water infiltration, which consists in a stage of achieving the digging with an excavator, under a self setting bentonitic mud, which replaces the soft soil with an artificial rock created by the hardened mud, after which in this formed rock a ditch is created having the width of the construction, thus creating a vat with walls and bottom, eliminating water infiltration and depending on the height, the walls of the vat may be lined.
机译:本发明涉及一种在具有高水渗透性的软土中进行地下建筑的方法,该方法包括在自凝性膨润土下用挖掘机进行挖掘的阶段,该阶段用产生的人造岩石代替软土。通过硬化的泥浆,之后在形成的岩石中形成具有结构宽度的沟,从而形成具有壁和底部的桶,消除水的渗透,并根据高度对桶壁进行衬砌。

著录项

  • 公开/公告号RO114360B1

    专利类型

  • 公开/公告日1999-03-30

    原文格式PDF

  • 申请/专利权人 DOBROVOLSCHI MIHAI BRASOV;

    申请/专利号RO19950000320

  • 发明设计人 DOBROVOLSCHI MIHAI;

    申请日1995-02-20

  • 分类号E02D3/12;

  • 国家 RO

  • 入库时间 2022-08-22 02:26:14

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