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With the mountain tunnel construction in geological features defective natural ground

机译:随山隧道建设中地质特征不良的自然地面

摘要

PROBLEM TO BE SOLVED: To provide a construction method capable of being safely executed on a geological defective land without requiring the installation of a temporary invert and the early execution of a main invert.;SOLUTION: When an upper half 10 having an approximately semicircular cross section having fixed length along the tunnel axial direction is excavated, a timbering 12 is installed, and reinforcing materials 16 are driven towards a lower section from an upper half disk 14. The reinforcing materials 16 are penetrated to the upper half disk 14 and a ground in a prearranged section forming the main invert, and driven so that front ends reach a ground 20 on the underside of the main invert. When such reinforcing materials 16 are driven and mounted to the upper half disk 14, the reinforcing materials 16 are penetrated to the upper half disk 14 and driven so that the front ends reach the ground 10 on the underside of the main invert before a lower half 22 is excavated, and a dummy invert section 24 in which the upper half disk 14 is sewn to the ground 20 on the underside of the main invert is formed. Subsequently, the lower half 22 is excavated.;COPYRIGHT: (C)2002,JPO
机译:解决的问题:提供一种能够在地质缺陷土地上安全地实施施工方法,而无需安装临时反型面和尽早实施主反型面的方法;解决方案:当上半部10的横截面为半圆形时开挖沿隧道轴向具有固定长度的部分,安装木构12,并从上半圆盘14向下部驱动增强材料16。增强材料16穿透到上半圆盘14和地面。在形成主逆变器的预定部分中,驱动并驱动驱动器,使得前端到达主逆变器下侧的地面20。当这种增强材料16被驱动并安装到上半盘14上时,增强材料16穿透到上半盘14并被驱动,使得前端在下半部分之前到达主内翻面的底面10。挖出22,并形成虚拟倒置部24,在该虚拟倒置部24中,将上半圆盘14缝制在主倒置部的下侧的地面20上。随后开挖下半部22。版权所有:(C)2002,日本特许厅

著录项

  • 公开/公告号JP3804444B2

    专利类型

  • 公开/公告日2006-08-02

    原文格式PDF

  • 申请/专利权人 株式会社大林組;

    申请/专利号JP20000378692

  • 发明设计人 大浦 道哉;

    申请日2000-12-13

  • 分类号E21D9/00;E21D9/01;E21D9/04;

  • 国家 JP

  • 入库时间 2022-08-21 21:50:14

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