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隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (10): 2273-2292.DOI: 10.3973/j.issn.2096-4498.2026.10.017

• 数据统计 • 上一篇    下一篇

Statistics and Analysis of Railway Shield and TBM Tunnels in China by the End of 2025(截至2025年底中国铁路盾构及TBM隧道统计与分析)

巩江峰1, 曹勇2, 周俊超3, 刘方4, 王宏超5   

  1. (1.中国铁路经济规划研究院有限公司, 北京 100038; 2. 中铁上海设计院集团有限公司, 上海 200070; 3. 中铁第四勘察设计院集团有限公司, 湖北 武汉 430063; 4. 中铁工程设计咨询集团有限公司, 北京 100055;5. 中铁二院工程集团有限责任公司, 四川 成都 610031)
  • 出版日期:2026-10-20 发布日期:2026-10-20
  • 作者简介:巩江峰(1980—),男,山西运城人,2003 年毕业于兰州交通大学,土木工程专业,本科,正高级工程师,现从事隧道工程设计、咨询、科研相关工作。E-mail: 15801688@qq.com。

Statistics and Analysis of Railway Shield and TBM Tunnels in China by the End of 2025

GONG Jiangfeng1, CAO Yong2, ZHOU Junchao3, LIU Fang4, WANG Hongchao5   

  1. (1. China Railway Economic Planning and Research Institute Co., Ltd., Beijing 100038, China; 2. China Railway Shanghai Design Institute Group Corporation Limited, Shanghai 200070, China; 3. China Railway SIYUAN Survey and Design Group Co., Ltd., Wuhan 430063, Hubei, China; 4. China Railway Engineering Consulting Group Co., Ltd., Beijing 100055, China; 5. China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, Sichuan, China)
  • Online:2026-10-20 Published:2026-10-20

摘要: 对中国铁路隧道运营、在建及规划的盾构及TBM隧道进行统计分析,截至2025年底,运营铁路隧道中共有81座隧道采用了盾构或TBM施工,总长度约422 km; 在建铁路隧道中共有139座隧道采用了盾构或TBM施工,总长度约890 km,约占在建铁路隧道总长度的12.5%。按7大地理区域分布统计,结果显示80%的盾构隧道分布在我国的华东和华南地区、83%的TBM隧道分布在我国的西南和西北地区。对盾构隧道近接设计施工情况进行统计分析,提出盾构隧道在通过铁路、城市轨道交通、高等级公路等建(构)筑物选线时的控制距离及主要的防护措施。最后统计我国目前盾构及TBM隧道的长度、最大埋深、刀盘直径、最大水压、掘进进度等。

关键词: 盾构隧道, TBM隧道, 双模盾构, 近接施工

Abstract:  A statistical analysis of shield and tunnel boring machine (TBM) tunnels for China’s railways in operation, under construction and planned is performed. By the end of 2025, 81 in-service tunnels (~422 km) had adopted shield or TBM methods, alongside 139 under-construction tunnels totaling 890 km (12.5% of total under-construction length). Geographically, 80% of shield tunnels are distributed across East and South China, while 83% of TBM tunnels are situated in Southwest and Northwest China. Furthermore, the design and construction of shield tunnels under closeproximity conditions are evaluated, proposing control distances and protective measures for alignments intersecting existing infrastructure, such as railways, urban rail transit lines, and highways. Finally, domestic records of shield and TBM tunnels are summarized in terms of length, maximum cover depth, cutterhead diameter, maximum water pressure, and tunneling advance rate.

Key words: shield tunnel, TBM tunnel, dual-mode shield, close-proximity construction