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METHOD OF BUILDING SHEATHING WALL IN OPEN EXCAVATING PROCESS

机译:露天开挖过程中砌筑护壁的方法

摘要

PURPOSE:To reinforce rigidity of a sheathing wall, by a method wherein the sheathing wall formed about in a waveform in horizontal cross section is built at a given distance from a ground surface. CONSTITUTION:A first panel 16a mode of reinforced concrete, which forms the one side of a U-shaped unit 16, is formed. Thereafter, a third panel 16c made of reinforced concrete, which forms the bottom of the U-shaped unit 16, is coupled in a manner that the one end is partially overlapped with the edge of the first panel 16a and the other end with the edge of the second panel 16b. Further, the U-shaped units 16 are orderly coupled in a lateral direction to each other to form a sheathing wall 10.
机译:目的:通过一种方法来增强护套壁的刚度,在该方法中,以水平横截面大约呈波形的方式形成的护套壁应距地面一定距离。组成:形成U形单元16一侧的钢筋混凝土第一面板16a。之后,形成U形单元16的底部的由钢筋混凝土制成的第三面板16c以其一端与第一面板16a的边缘部分重叠且另一端与该边缘的一部分重叠的方式联接。第二面板16b的底部。此外,U形单元16在横向方向上彼此有序地联接以形成护套壁10。

著录项

  • 公开/公告号JPH0472927B2

    专利类型

  • 公开/公告日1992-11-19

    原文格式PDF

  • 申请/专利权人 OBAYASHI CONSTR CO LTD;

    申请/专利号JP19850031450

  • 发明设计人 INO NOBUNAGA;

    申请日1985-02-21

  • 分类号E02D5/18;

  • 国家 JP

  • 入库时间 2022-08-22 05:13:10

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