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Underground structure construction construction method null of the pit and the like under the auto park installation

机译:停车场安装下的地下结构施工施工方法

摘要

PROBLEM TO BE SOLVED: To eliminate need of a temporary retaining wall, prevent floating of a provided pit by underground water without placing a mass quantity of concrete at a site of a high underground water level, and achieve advantages with relation to cost. SOLUTION: Plural holes having a larger depth than a height of a pit to be formed are bored at a proper interval around a site 1 matching the pit, cement mixture is charged into the holes 2 for foot protection, H-steels 4 are constructed and fixed in such a way that their recessed parts face each other, and a lateral sheet pile 6 is added to the side of a natural ground 5 between the adjacent H-steels 4. A form is installed on the pit hole side of the H-steels 4, concrete is charged into a space formed by the form, and the recessed part 4a side of the H-steel 4, and the lateral sheet pile 6, thereby a pit wall 11 is formed with the H-steel 4 and the lateral sheet pile 6.
机译:要解决的问题:为了消除对临时挡土墙的需要,在不将大量混凝土放置在地下水位高的地点的情况下,防止地下水使所提供的坑浮起,并获得成本方面的优势。解决方案:在与该凹坑匹配的位置1周围以适当的间隔钻出深度比要形成的凹坑高度大的多个孔,将水泥混合物装入孔2中以保护脚,构造H型钢4并以凹部彼此面对的方式固定,并在相邻的H型钢4之间的自然地基5的侧面上增加一个侧向板桩6。将一个模板安装在H型钢的坑洞侧钢材4,混凝土被填充到由该模板形成的空间,H型钢4的凹入部分4a侧和侧向板桩6上,从而由H型钢4和侧向形成井壁11板桩6。

著录项

  • 公开/公告号JP4021056B2

    专利类型

  • 公开/公告日2007-12-12

    原文格式PDF

  • 申请/专利权人 ナブコシステム株式会社;

    申请/专利号JP19980177137

  • 发明设计人 真田 佳明;

    申请日1998-06-24

  • 分类号E02D29/045;E21D13/00;E04H6/42;

  • 国家 JP

  • 入库时间 2022-08-21 20:18:01

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