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Tunnel excavation method of soft ground of city area

机译:市区软土地基隧道开挖方法

摘要

Tunnel excavation method of soft ground of city area in order to make stable and short time excavation of tunnel with shallow depth from the ground surface in soft ground where the building,;In this method, the concrete wall body 4 is placed in a space formed by excavating the advanced gangway 2 by a sidewall gangway method, and the tunnel-excavation is performed. Next, the center-side top portion 8 of the tunnel is excavated, A steel rib 10b provided with an arching correction means 16 is installed on the inner circumferential surface of a space formed by excavating the annular portion 12 of both side walls to form a steel rib 10a on the concrete wall body 4 The steel ring 10a is integrally connected to the steel rib 10a and the arching correction means 16 changes the curvature of the steel ribs 10a and 10b to be in close contact with the inner circumferential surface of the tunnel A plurality of steel pipes 18 are buried in the ground along the outer surface of the steel ribs 10a and 10b provided in a semicircular shape so as to be installed on the inner periphery of the tunnel, Excavation surface reinforcement to stabilize In order to make it happen.
机译:为了在建筑物的软土地基中从地表浅深度进行稳定而短时间的隧道开挖,在城市地区进行软土地基的隧道开挖方法;在该方法中,将混凝土墙体4放置在形成的空间中通过利用侧壁舷梯法开挖先进的舷梯2,进行隧道开挖。接下来,对隧道的中央侧顶部8进行开挖,在通过开挖两个侧壁的环状部12而形成的空间的内周面上,设置具有拱形矫正装置16的钢肋10b。在混凝土墙体4上的钢肋10a。钢环10a一体地连接到钢肋10a,并且拱形校正装置16改变钢肋10a和10b的曲率以与隧道的内周表面紧密接触。多个钢管18沿着设置成半圆形的钢肋10a和10b的外表面埋在地下,以便安装在隧道的内周上,以使挖掘表面加固以使其稳定。发生。

著录项

  • 公开/公告号KR960011054A

    专利类型

  • 公开/公告日1996-04-20

    原文格式PDF

  • 申请/专利权人 오동권;

    申请/专利号KR19940022919

  • 发明设计人 이동원;임성철;장옥성;

    申请日1994-09-12

  • 分类号E21D9/00;

  • 国家 KR

  • 入库时间 2022-08-22 03:45:22

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