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研究与探索

独立隧道、小净距隧道和连拱隧道结构受力独立性研究

  • 朱汉华 ,
  • 杨建辉 ,
  • 王迎超
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  • 1. 浙江省公路管理局2. 浙江大学土木工程系
朱汉华(1963-)|男|1983年毕业于中南大学工民建专业|本科|教授级高工|主要从事公路工程建设管理和技术研究工作。

收稿日期: 2007-09-13

  网络出版日期: 2009-12-05

Structural Forcebearing Independence of Separate Tunnels,
Small Netspacing Tunnels and Doublearch Tunnels

  • SHU Han-Hua ,
  • Yang-Jian-Hui ,
  • Wang-Ying-Chao
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  • 1. Zhejiang Highway Bureau2. Department of Civil Engineering, Zhejiang University

Received date: 2007-09-13

  Online published: 2009-12-05

摘要

 独立隧道、小净距隧道和连拱隧道三种隧道设计与施工都要遵循“基本维持围岩原始状态”和“能量最小原理”。只要结构设计合理、科学组织施工,即可基本保持小净距隧道和连拱隧道洞体受力的独立性。连拱隧道优化断面衬砌压力和内力分布基本对称,与分离隧道相接近,是一种合理的连拱隧道构筑方法。

本文引用格式

朱汉华 , 杨建辉 , 王迎超 . 独立隧道、小净距隧道和连拱隧道结构受力独立性研究[J]. 隧道建设, 2007 , 27(5) : 5 -8 . DOI: A

Abstract

The design and construction of separate tunnels, small netspacing tunnels and doublearch tunnels should follow the principle of trying to maintain the initial state of the surrounding rock mass and the minimum energy principle. If the tunnel structure is rationally designed and the tunnel construction is scientifically organized, the structural forcebearing independence of small netspacing tunnels and doublearch tunnels can be almost maintained. The lining pressures and internal forces of the optimized crosssections of doublearch tunnels are distributed almost symmetrically and are comparable to those of separate tunnels. Doublearch tunnels with optimized crosssections are a reasonable type of doublearch tunnels.

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