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隧道建设(中英文) ›› 2022, Vol. 42 ›› Issue (7): 1167-1176.DOI: 10.3973/j.issn.2096-4498.2022.07.005

• 研究与探索 • 上一篇    下一篇

超大断面装配式明挖隧道结构及其施工方法研究

林志1, 冯万林1, 陈相1 *, 海大鹏2, 何廷全3, 杨红运1   

  1. 1. 重庆交通大学 山区桥梁及隧道工程国家重点实验室, 重庆〓400074; 2. 〖JP3〗中国建筑第七工程局有限公司, 河南 郑州〓450003 3. 广西新发展交通集团有限公司, 广西 南宁〓530029

  • 出版日期:2022-07-20 发布日期:2022-08-04
  • 作者简介:林志(1975—),男,四川南江人,2004年毕业于同济大学,结构工程专业,博士,教授,现从事公路隧道与地下工程的科研、技术开发、工程设计咨询和标准规范编写等工作。 Email: zhilin@cqjtu.cn.com。 *通信作者: 陈相, Email: 804443258@qq.com。

Prefabricated Structure of SuperLarge CrossSection OpenCut Tunnel and Its Construction Method

LIN Zhi1, FENG Wanlin1, CHEN Xiang1, *, HAI Dapeng2, HE Tingquan3, YANG Hongyun1   

  1. (1. State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University,

    Chongqing 400074, China; 2. China Construction Seventh Engineering Division Co., Ltd., Zhengzhou 450003, Henan, China; 3. Guangxi Xinfazhan Communication Group Co. Ltd., Nanning 530029, Guangxi, China)

  • Online:2022-07-20 Published:2022-08-04

摘要: 为提高隧道工程建设质量,针对国内明挖隧道装配式结构发展不成熟问题,以新森大道隧道为依托对超大断面明挖隧道装配式结构体系及施工方法展开研究,同时建立适用于公路、市政超大断面隧道装配式明挖结构体系,即“全预制”“仰拱现浇+上部预制”,并提出结构构造厚度建议值及多道防水构造方案。通过分析总结和数值模拟得出: 1)“仰拱现浇+上部预制”4分割方案在回填工序下的结构力学响应动态分析结果表明,该分割方案在施工过程中,结构应力、位移以及连接部位接头的张开角等均满足规范要求,且具备一定安全储备; 2)结合依托工程,提出一种适应于超大断面明挖隧道装配式结构的“边墙安装—仰拱现浇—拱顶拼装—细部作业—覆土回填”的施工方法及步骤。

关键词: 超大断面明挖隧道, 装配式结构, 装配式施工, 明挖结构体系

Abstract: The prefabricated structure construction technology of opencut tunnels is not mature in China. Thus, the prefabricated structural system and construction methods of a superlarge crosssection opencut tunnel on Xinsen avenue in Chongqing, China, are being studied to improve the construction quality of tunnel projects. Then, a prefabricated structural system that integrates full prefabrication, castinplace invert, and prefabricated upper structure suitable for opencut highway and municipal large crosssection tunnels is established, and the suggested structure thickness and multilayer waterproof structure scheme are proposed. The analytical and numerical simulation findings reveal the following: (1) The structural mechanical response analysis results of the foursegmentation scheme in castinplace invert and prefabricated upper structures show that the structural stress, displacement, and opening angle of the joints meet relevant requirements and have a certain safety reserve. (2) A prefabricated opencut tunnel construction method with a superlarge crosssection, i.e., sidewall installation, castinplace invert, assemble crown, detailed operation, and soil backfilling, is provided.

Key words: superlarge crosssection opencut tunnel, prefabricated structure, prefabricated construction, opencut structure system