首页> 外国专利> CONSTRUCTING METHOD FOR PRELIMINARY UNDERGROUND WALL PRECEDING EXCAVATION OF DITCH FOR CONTINUOUS UNDERGROUND WALL

CONSTRUCTING METHOD FOR PRELIMINARY UNDERGROUND WALL PRECEDING EXCAVATION OF DITCH FOR CONTINUOUS UNDERGROUND WALL

机译:连续地下墙沟前开挖的地下地下墙施工方法

摘要

PURPOSE:To enable to build a preliminary underground wall having a smooth wall surface, by a method wherein, after a ditch is digged along both sides of a place, where a continuous underground wall is planned to be built, as the digged part is filled with a stabilizing solution, the stabilizing solution in the ditch is cured. CONSTITUTION:After a ditch 1a is excavated along both sides of a spot 2a, where a continuous underground wall 2 is panned to be built, as the excavated part is filled with a stabilizing solution such as bentonite muddy water, a polymer solution, the stabilizing solution in the ditch is cured to build a preliminary underground 1. An iron reinforcing cage is then inserted into the ditch, and concrete is placed to continuous underground wall 2. Thus, a wall surface is flat, and thereby, the surface is decreased in a rough-out part at an excavating time, and this eliminates the fear to form an uneven surface due to collapse of earth and sand in a concavity.
机译:目的:通过以下方法能够构建具有光滑墙面的初步地下墙:在沿着某个地方的两侧挖沟之后,计划在填满挖掘部分的地方建造连续的地下墙使用稳定液,可以固化沟渠中的稳定液。组成:沿着点2a的两侧开挖沟渠1a后,在这里挖出连续的地下墙2,将其平整地盖起来,因为被挖出的部分充满了稳定剂,如膨润土浑水,聚合物溶液,稳定剂。固化沟渠中的溶液,以建立初步的地下1。然后将铁加固笼插入沟渠中,并将混凝土放置到连续的地下墙2中。因此,墙表面是平坦的,因此其表面减小了。在开挖时将其打磨成粗糙的部分,从而消除了因凹坑中的土和砂塌陷而形成不平坦表面的担忧。

著录项

  • 公开/公告号JPS5854124A

    专利类型

  • 公开/公告日1983-03-31

    原文格式PDF

  • 申请/专利权人 OBAYASHI GUMI KK;

    申请/专利号JP19810149503

  • 发明设计人 KANEDA HIROSHI;WAKIMURA NORIO;

    申请日1981-09-24

  • 分类号E02D5/18;

  • 国家 JP

  • 入库时间 2022-08-22 11:26:47

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