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SEGMENT FOR CONTINUOUS UNDERGROUND STEEL WALL AND METHOD FOR CONSTRUCTING CONTINUOUS UNDERGROUND STEEL WALL

机译:连续地下钢墙的分段和构造连续地下钢墙的方法

摘要

PURPOSE: To shorten the time required to construct a continuous underground steel wall and to enhance the efficiency of construction. ;CONSTITUTION: Each segment 1 comprises a casing 11 in the form of a rectangular solid open on its upper and lower sides and concrete 2 filling the casing 11 and solidified. The casing 11 is formed by flange steel plates 7, 8 and web steel plates 9, 10, and male joints 4 are provided at the flanged side ends of one of the flange steel plates 7, 8 and female joints 3 that are configured to be capable of being coupled to the male joints 4 are provided at the flanged side ends of the other flange steel plate. The plurality of segments 1 are coupled together and arranged in vertical lines, and the lines of segments 1 are joined together by junction means.;COPYRIGHT: (C)1995,JPO
机译:目的:缩短建造连续地下钢墙所需的时间,并提高施工效率。组成:每个段1包括在其上侧和下侧呈矩形实心形式的壳体11,以及填充壳体11并固化的混凝土2。壳体11由凸缘钢板7、8和腹板钢板9、10形成,并且在被配置为凸缘钢板7、8和凹形接头3之一的凸缘侧端处设置有阳接头4。在另一凸缘钢板的凸缘侧的端部设有能够与阳接头4连结的结构。多个节段1联接在一起并布置成竖直线,并且节段1的线通过接合装置接合在一起。;版权所有:(C)1995,JPO

著录项

  • 公开/公告号JPH07305344A

    专利类型

  • 公开/公告日1995-11-21

    原文格式PDF

  • 申请/专利权人 NKK CORP;

    申请/专利号JP19940123034

  • 发明设计人 ISHII HIROSHI;

    申请日1994-05-12

  • 分类号E02D5/20;

  • 国家 JP

  • 入库时间 2022-08-22 03:56:43

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