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隧道建设(中英文) ›› 2015, Vol. 35 ›› Issue (12): 1271-1274.DOI: 10.3973/j.issn.1672-741X.2015.12.006

• 研究与探索 • 上一篇    下一篇

隐式中墙连拱隧道工法探讨

李海军1, 王明年2, 张万斌1   

  1. (1. 中铁二院工程集团有限责任公司, 重庆 400023; 2. 西南交通大学土木工程学院, 四川 成都 610031)
  • 收稿日期:2015-03-05 修回日期:2015-07-07 出版日期:2015-12-20 发布日期:2016-01-08
  • 作者简介:李海军(1980—),男,四川岳池人,2009年毕业于西南交通大学,桥梁与隧道工程专业,硕士,工程师,主要从事地下和隧道工程设计与研究工作。
  • 基金资助:

    中国中铁重点科技开发计划(2011年度引导40); 重庆市应用开发计划重点项目(cstc2014yykfB30003)

Discussion on Construction Method for Doublearch Tunnel with Concealed Central Wall

LI Haijun1, WANG Mingnian2, ZHANG Wanbin1   

  1. (1. China Railway Eryuan Engineering Group Co., Ltd., Chongqing 400023, China;  2. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China)
  • Received:2015-03-05 Revised:2015-07-07 Online:2015-12-20 Published:2016-01-08

摘要:

为了选择合理的施工方案,针对隐式中墙复合式连拱隧道,对多种施工方案进行了数值模拟。分析结果表明: 在多种施工方案条件下,隐式中墙复合式连拱隧道结构均能保证施工安全;对称中隔壁法和平行中隔壁法在结构安全和变形控制上较为有利。平行中隔壁法中的主辅洞间隔、同步并行施工方案是最经济、最快捷、最环保的方案,其综合进度指标比普通中导洞法提高107%,比三导洞法提高79%,可大幅提高连拱隧道的施工效率。上台阶开挖和拆撑为控制变形的关键工序,辅洞拱部与中墙搭接处、辅洞仰拱与中墙搭接处为结构安全控制部位。

关键词: 连拱隧道, 隐式中墙, 工法比选, 平行中隔墙法

Abstract:

Several construction schemes are studied for a doublearch tunnel with concealed central wall by means of numerical simulation, so as to select reasonable construction scheme. Conclusions drawn are as follows: The tunnel structure with concealed central wall can maintain the construction safety; The symmetrical temporary central wall method and the parallel temporary central wall method are more favorable in structural safety and deformation control; In the case of parallel temporary central wall method, the scheme of driving the main tunnel and secondary tunnel simultaneously with some distance delay is the most costeffective, the quickest and the most environmentfriendly scheme, which can greatly improve the construction efficiency of doublearch tunnels; The comprehensive tunneling index of the mentioned scheme is increased by 107% compared to the conventional central pilot method,and by 79% compared to threepilot method. Analysis also shows that the excavation and support removing of the top heading is the key process in deformation control, and the joint between the arch of the secondary tunnel and the central wall and the joint between the invert of the secondary tunnel and the central wall are critical points in structural safety control.

Key words: doublearch tunnel, concealed central wall, selection of construction method, parallel temporary central wall

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