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隧道建设(中英文) ›› 2020, Vol. 40 ›› Issue (10): 1525-1532.DOI: 10.3973/j.issn.2096-4498.2020.10.017

• 施工技术 • 上一篇    下一篇

超大断面暗挖洞室临时支撑拆除及二次衬砌结构快速施工技术——以深圳地铁8号线深外站为例

王帅帅1, 2, 蔡唐涛1, 伍春1, 许前顺1, 高波2   

  1. 1. 中交第二公路工程局有限公司, 陕西 西安 710065 2. 西南交通大学, 四川 成都 610031
  • 出版日期:2020-10-20 发布日期:2020-11-01
  • 作者简介:王帅帅(1988—),男,安徽宿州人,2017年毕业于西南交通大学,桥梁与隧道工程专业,博士,高级工程师,现从事隧道施工技术管理与研究工作。E-mail: 836621140@sina.com。

Demolition of Temporary Support and Rapid Construction Technology of Secondary Lining Structure in Super Large Crosssection Mined Cavern: a Case Study on Shenzhen Foreign Languages School Station on Shenzhen Metro Line 8

WANG Shuaishuai1, 2, CAI Tangtao1, WU Chun1, XU Qianshun1, GAO Bo2   

  1. (1. CCCC Second Highway Engineering Co., Ltd., Xian 710056, Shaanxi, China; 2. Southwest Jiaotong University, Chengdu 610031, Sichuan, China) 
  • Online:2020-10-20 Published:2020-11-01

摘要: 为解决城市复杂地区超大断面暗挖车站拆除临时支撑和二次衬砌浇筑快速施工的难题,基于深圳地铁8号线深外站超大断面暗挖车站及连接线二次衬砌施工实践,针对该段开挖断面大、拆撑技术复杂、二次衬砌施工组织难度大等特点,在原洞内7个作业面组织施工及竖向多层支架法现浇衬砌结构的基础上,结合施工场地条件、工期节点安排、施工组织模式等条件,将洞内衬砌工作面优化为4个,减轻洞内施工组织的难度;并通过大断面二次衬砌台车的应用,减少竖向分层浇筑次数和支架模板工作量,加快整体施工进度。基于有限元数值模拟,分析得到超大断面暗挖工程开挖、拆除临时支撑和施作二次衬砌全过程的支护结构变形规律与实际施工现场高度吻合,变形均在可控范围之内。通过优化施工组织及采用二次衬砌台车,在确保安全、质量的前提下大幅提高施工进度,节约工期52 d,降低施工成本115万元。

关键词: 超大断面, 地铁车站, 连接线, 暗挖法, 拆除临时支撑, 二次衬砌

Abstract:

A mined station and the connecting line secondary lining of Shenzhen Foreign Languages School Station on Shenzhen Metro Line No. 8 are characterized by super large crosssection, complex dismantling technology and difficult construction organization. To overcome these problems, the lining face in tunnel is optimized to 4 to reach smooth construction organization based on construction organization of 7 working faces and the castinplace scheme of vertical multilayer support and considering the construction site conditions, schedule node arrangement and construction organization mode. And with the application of large crosssection secondary lining trolley, the number of vertical layered pouring and the workload of support formwork has been reduced, and the overall construction progress has been accelerated. Finally, based on the finite element numerical simulation, the deformation law of the supporting structure in the whole process of excavation, demolition of temporary support and construction of secondary lining of the super large crosssection mining project is analyzed, and the analytical results coincide with the actual conditions well, indicating that the deformation is within control. By optimizing the construction organization and adopting the secondary lining trolley, the construction progress has been greatly improved on the premise of ensuring safety and quality, the construction period has been saved by 52 days, and the construction cost has been reduced by RMB1.15 million yuan.

Key words: super large crosssection, metro station, connecting line, mining method, temporary support demolition, secondary lining

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