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隧道建设(中英文) ›› 2020, Vol. 40 ›› Issue (5): 717-726.DOI: 10.3973/j.issn.2096-4498.2020.05.014

• 施工技术 • 上一篇    下一篇

Feasibility Analysis on Key Technologies to Cope with High Water Pressure and Long Distance of Subsea Shield Tunnel(高水压过海盾构隧道建设关键技术可行性初探)

宋超业1, ∗, 贺维国1, 吴钇君2   

  1. (1. 中铁第六勘察设计院集团有限公司, 天津 300133; 2. 天津市隧道设计及安全评估企业重点实验室, 天津 300133)
  • 出版日期:2020-05-20 发布日期:2020-06-06
  • 作者简介:宋超业(1982—),男,安徽金寨人,2005 年毕业于江西理工大学,岩土工程专业,硕士,教授级高级工程师,主要从事隧道与地下工程设计和岩石力学试验研究方面的工作。E-mail: scyesky@ 126. com。
  • 基金资助:
    国家铁路局科技研究计划(KF2015-005-B); 中国铁路总公司科技研究开发计划课题(2016-重大-08)

高水压过海盾构隧道建设关键技术可行性初探

SONG Chaoye1, ∗, HE Weiguo1, WU Yijun2   

  1. (1. China Railway Liuyuan Group Co., Ltd., Tianjin 300133, China; 2. Tianjin Enterprise Key Laboratory of Tunnel Design and Safety Assessment, Tianjin 300133, China)
  • Online:2020-05-20 Published:2020-06-06

摘要: 过海隧道在我国发展迅速,拟建的琼州海峡通道、渤海海峡通道等跨海通道将面临超长距离、超高水压隧道掘进安全等技术难题的重大突破。根据目前的研究和实践,盾构隧道掘进水压在0. 8 MPa 左右,一次掘进距离在8 km 以内。为解决高水压条件下过海盾构隧道安全掘进和运营期间安全服役的难题,以琼州海峡中线盾构隧道(水压1. 2 MPa、掘进长度12 km)为工程背景,采用工程类比、施工阶段关键技术分析的方法,对高水压长距离过海盾构隧道关键技术可行性进行分析,提出盾构主动换刀+被动饱和潜水带压换刀+非常状态冻结加固脱困的综合换刀技术以及可更换密封综合技术,可保障盾构超长距离掘进; 提出超高水压盾构复合式管片衬砌和内外结合的多道防水结构,可保障超高水压条件下盾构管片结构的安全服役。

关键词: 海底隧道, 高水压, 盾构法, 长距离掘进, 换刀

Abstract: The sea-crossing tunnels are developing rapidly in China. The proposed Qiongzhou Strait Passage and Bohai Strait Passage will face technical difficulties such as ultra-long distance and ultra-high water pressure tunneling. In the current research and practice, the water pressure of shield tunneling is about 0. 8 MPa, and the distance of one tunneling is within 8 km. Based on the engineering background of the Qiongzhou Strait Middle Line Shield Tunnel (water pressure of 1. 2 MPa, tunneling length of 12 km), the engineering analogy and construction key technologies are used to analyze the feasibility of high-pressure long-distance shield tunneling technology to solve the problem of safe tunneling and safe service during the operation of the shield tunnel under high water pressure. The following technologies, i. e. shield active tool change, passive saturation diving belt pressure tool change, integrated tool change technology for freezing and strengthening in extraordinary state and the comprehensive technology of replaceable seal,are put forward, which can guarantee the shield tunneling for long distance. Meanwhile, an ultra-high water pressure shield composite segment lining and a combination of internal and external waterproof structures are proposed to ensure the safe operation of the shield segment structure under ultra-high water pressure.

Key words: subsea tunnel, high water pressure, shield tunnel, long distance tunneling, cutting tool replacement

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