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隧道建设(中英文) ›› 2024, Vol. 44 ›› Issue (8): 1533-1543.DOI: 10.3973/j.issn.2096-4498.2024.08.001

• 专家论坛 • 上一篇    下一篇

公铁合建双层盾构隧道设计关键技术

肖明清1 2, 孙文昊1 2, 何应道1 2, 胡威东1 2, *   

  1. 1. 中铁第四勘察设计院集团有限公司, 湖北 武汉 4300632. 水下隧道技术国家地方联合工程研究中心, 湖北 武汉 430063
  • 出版日期:2024-08-20 发布日期:2024-09-12
  • 作者简介:第一作者简介: 肖明清(1970—),男,湖南新邵人,1992年毕业于西南交通大学地下及隧道工程专业,博士,正高级工程师,主要从事隧道和地下工程设计研究工作。E-mail: tsyxmq1719@163.com。 *通信作者: 胡威东, E-mail: 004295@crfsdi.com。

Key Design Technologies for Integrated Highway-Metro Double-Layer Shield Tunnels

XIAO Mingqing1, 2, SUN Wenhao1, 2, HE Yingdao1, 2, HU Weidong1, 2, *   

  1. (1. China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, Hubei, China; 2. National and Local Joint Engineering Research Center for Underwater Tunnel Technology, Wuhan 430063, Hubei, China)
  • Online:2024-08-20 Published:2024-09-12

摘要: 为解决公铁合建双层盾构隧道面临的总体布置、结构设计、汽车与地铁车辆联合振动以及通风排烟等技术难题,以武汉长江公铁隧道和济南黄河济泺路隧道工程实践为基础,采用方案综合比选、2.5维数值计算等方法,对公铁合建双层盾构隧道设计关键技术进行系统研究。结果表明: 1)通过对隧道平面、纵断面和横断面的合理优化布置,并在废水泵房段、疏散楼梯段采取特殊布置方案,可减少公铁合建盾构隧道地下空间占用,并提高断面利用率,减小盾构隧道外径; 2)采用半预制半现浇的管片+非封闭内衬结构型式,能充分发挥内部结构与管片衬砌的联合承载作用,显著减小河床冲淤作用; 3)汽车与地铁联合振动作用对隧道影响较小,隧道基底饱和粉细砂地层不会发生液化; 4)地铁隧道采用分段纵向烟道,可解决地铁长大区间无风井条件下的排烟难题,同时提高疏散便捷性,并大幅降低建设难度; 5)公铁合建隧道在运营管理上不可避免地会出现交叉和影响,建议在管理界面划分和投资分劈上提前研究,便于决策。

关键词: 公铁合建, 双层盾构隧道, 集约化设计, 公铁联合振动作用, 通风排烟, 防灾疏散

Abstract: The integration of highway and metro systems within a double-layer shield tunnel presents several challenges, including layout design, structural integrity, combined vibrations from vehicles and trains, and ventilation and smoke extraction. A case study is conducted on the Jiluo road Yangtze river-crossing tunnel in Wuhan, China, and key design technologies for double-layer shield tunnels are analyzed through comprehensive comparison and 2.5-dimensional numerical simulations. The findings include: (1) The underground space required for the highway-metro double-layer shield tunnel can be minimized by optimizing the layout of the tunnels plane, longitudinal and horizontal cross-sections, and implementing specialized designs for wastewater pump rooms and evacuation staircases. This approach enhances the cross-sectional utilization and allows for a reduction in the tunnels outer diameter. (2) The use of a semiprefabricated and semi-cast segment combined with a nonclosed lining structure improves the overall bearing capacity of the internal structure and segment lining, significantly reducing riverbed erosion and deposition. (3) The combined vibrations from automobiles and metro trains slightly affects the tunnel, and the saturated fine sand stratum at the tunnel base remains stable without liquefaction. (4) Segmented longitudinal flues in the metro tunnel effectively manage smoke extraction over long sections without requiring air shafts, facilitating evacuation and greatly reducing construction challenges. (5) The inevitable cross-influence between highway and metro operations necessitates advance study of management interfaces and investment division to aid in effective decision-making.

Key words: highway-metro integrated construction, double-layer shield tunnel, intensive design, highway-metro combined vibration effect, ventilation and smoke exhaust, disaster prevention and evacuation