首页> 外国专利> HEAVE PREVENTING CONSTRUCTION METHOD FOR EXCAVATED BOTTOM FACE USING TEMPORARY CUTOFF WALL

HEAVE PREVENTING CONSTRUCTION METHOD FOR EXCAVATED BOTTOM FACE USING TEMPORARY CUTOFF WALL

机译:临时防渗墙底面防沉施工方法

摘要

PROBLEM TO BE SOLVED: To shorten a construction period while preventing the heaving of an excavated bottom face in excavation work for the inside of a temporary cutoff wall installed around a structure in constructing the structure such as a bridge pier. ;SOLUTION: In this construction method for preventing the heaving of the excavated bottom face generated by uplift pressure by underground water applied to the lower face 7a of an impermeable layer 7 with the descent of the excavated bottom face when excavating the inside of the temporary cutoff wall A after the installation of the temporary cutoff wall A by driving steel pipe sheet piles or steel sheet piles 1, 1, etc., in the outer periphery corresponding part of an object structure 9 as far as the impermeable layer 7, partial steel sheet piles 10, 10 of the steel pipe sheet piles or steel sheet piles 1 are driven deeper than the impermeable layer 7, and water passages 12, 12 are formed along the longitudinal inside of the steel pipe sheet piles 10, 10. Underground water deeper than the impermeable layer 7 is drained onto the excavated bottom face 8 by the water passages 12, 12.;COPYRIGHT: (C)2003,JPO
机译:解决的问题:在施工诸如桥墩之类的结构的周围安装的临时防渗墙的内部,在开挖工作中防止开挖的底面隆起的同时,缩短施工周期。 ;解决方案:在这种施工方法中,当挖掘临时断面的内部时,可防止因施加在不渗透层7的下表面7a上的地下水的上升压力而产生的被挖掘底面的隆起,并且该被挖掘底面的下降通过在对象结构9的外周对应部分中驱动钢管板桩或钢板桩1、1等来安装临时截断墙A之后的墙A,直至防渗层7,部分钢板将钢管板桩或钢板桩1的桩10、10打入比防渗层7更深的位置,沿钢管板桩10、10的纵向内侧形成水路12、12。防渗层7通过水通道12、12排到开挖的底面8上。版权所有:(C)2003,JPO

著录项

  • 公开/公告号JP2002371556A

    专利类型

  • 公开/公告日2002-12-26

    原文格式PDF

  • 申请/专利权人 KUMAGAI GUMI CO LTD;

    申请/专利号JP20010183921

  • 发明设计人 MITSUISHI KAZUNARI;

    申请日2001-06-18

  • 分类号E02D17/04;E02D5/04;E02D19/04;

  • 国家 JP

  • 入库时间 2022-08-22 00:13:33

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