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Construction method null of underground body

机译:地下主体施工方法无效

摘要

PURPOSE:To simplify the working processes during construction of an open caisson and increase the precision of construction, by providing a cut-off wall preventing underground water from penetrating into an underground concrete body, at the external periphery of the scope of the body. CONSTITUTION:A cut-off wall 2 like a continuous underground wall is constructed deeper than the depth of an underground oncrete body at the periphery of the expected area of the underground concrete body to prevent the underground water from penetrating into the construction site of an open caisson 1. And a plurality of deep wells 3 are excavated within the cut-off wall 2 to suck up the underground water within the cut-off wall 2 and lower the underground water level. In the mean time, the underground is excavated in the air to settle the open caisson 1 and construct the underground concrete body. Center hole jacks 41 are arranged near the cutter position 11 for settling of the open caisson 1 and the caisson 1 is safely and securely settled by making use of the tensile reaction of anchors 4a.
机译:目的:通过在主体范围的外围设置防渗墙,防止地下水渗入地下混凝土体内,以简化开敞式沉箱的施工过程并提高施工精度。组成:像连续地下墙一样的防渗墙2在地下混凝土主体预期区域的周围要比地下混凝土主体的深度更深,以防止地下水渗入露天的施工现场沉箱1。在防渗墙2内开挖多个深井3,以吸取防渗墙2内的地下水并降低地下水位。同时,在空气中挖掘地下,以沉降沉箱1并构造地下混凝土体。中心孔千斤顶41布置在切割器位置11附近,用于沉降敞开的沉箱1,并且沉箱1通过利用锚固件4a的拉力作用而安全可靠地沉降。

著录项

  • 公开/公告号JP3430376B2

    专利类型

  • 公开/公告日2003-07-28

    原文格式PDF

  • 申请/专利权人 大成建設株式会社;

    申请/专利号JP19930346421

  • 发明设计人 喜志恭博;

    申请日1993-12-22

  • 分类号E02D23/08;

  • 国家 JP

  • 入库时间 2022-08-22 00:21:24

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