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Construction method of constructing excavation underground structure by retrofitted concrete wall continuous wall installation

机译:加装混凝土墙连续墙施工基坑施工的方法

摘要

The method for constructing the under ground structure at the place where the soil layer from the base rock is narrow comprises; (a) hammering the flat type stell sheet piles (2) into the ground along the planning line; (b) drilling the holes (1) of 400mm with interval fo 2m to insert the H type steel piles (1); (c) excavating the graound unto the position at which an earth anchors are installed, and installing the earth anchors to the respective steel pile; (d) forming the rein-forced concrete two times with the flush boards; and (e) excavating the ground upto the first reinforced concrete layer and installing the water pipes (27) with certain interval at the vertical direction to the solid excavated surface.
机译:在基岩土层较窄的地方构造地下结构的方法包括: (a)沿规划线将平整的钢绞线板桩(2)锤入地面; (b)间隔fo 2m钻一个400mm的孔(1),以插入H型钢桩(1); (c)在安装了地锚的位置上挖出碎石,并将地锚安装到相应的钢桩上; (d)用冲水板两次形成钢筋混凝土; (e)将地面挖掘至第一钢筋混凝土层,并在与固体挖掘面垂直的方向上以一定间隔安装水管(27)。

著录项

  • 公开/公告号KR890010373A

    专利类型

  • 公开/公告日1989-08-08

    原文格式PDF

  • 申请/专利权人 박형국;

    申请/专利号KR19870015675

  • 发明设计人 박형국;

    申请日1987-12-31

  • 分类号E02D5/00;

  • 国家 KR

  • 入库时间 2022-08-22 06:33:12

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