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隧道建设(中英文) ›› 2024, Vol. 44 ›› Issue (1): 1-20.DOI: 10.3973/j.issn.2096-4498.2024.01.001

• 专家论坛 • 上一篇    下一篇

Progress in Shield Tunneling Technology for Urban Underground Space in China(我国城市地下空间盾构法隧道工程技术新进展)

易国良1, 陈馈1, 2, 3, 4, 卢高明1, 2 *, 周建军1, 2, 范文超1, 2   

  1. (1. 中铁隧道局集团有限公司, 广东 广州 511458 2. 隧道掘进机及智能运维全国重点实验室,  河南 郑州 450001 3. 山东大学, 山东 济南 250100 4. 陕西铁路工程职业技术学院, 陕西 渭南 714000)
  • 出版日期:2024-01-20 发布日期:2024-02-04
  • 作者简介:易国良(1973—),男,河南商城人,1997年毕业于石家庄铁道学院,交通土建专业,本科,教授级高级工程师,现从事施工技术管理工作。E-mail: yiguoliang@crecg.com。*通信作者: 卢高明, E-mail: gaoming_lu@foxmail.com。

Progress in Shield Tunneling Technology for Urban Underground Space in China

YI Guoliang1, CHEN Kui1, 2, 3, 4, LU Gaoming1, 2, *, ZHOU Jianjun1, 2, FAN Wenchao1, 2   

  1. (1. China Railway Tunnel Group Co., Ltd., Guangzhou 511458, Guangdong, China; 2. State Key Laboratory of Tunnel Boring Machine and Intelligent Operation and Maintenance, Zhengzhou 450001, Henan, China; 3. Shandong University, Jinan 250100, Shandong, China; 4. Shaanxi Railway Institute, Weinan 714000, Shaanxi, China)
  • Online:2024-01-20 Published:2024-02-04

摘要: 基于盾构施工特点,对盾构法施工技术的发展过程和创新进展进行调查研究,总结盾构法施工技术在地铁、市政公路、城市铁路、城市水工隧洞、城市综合管廊等工程中的最新应用,阐述城市盾构法隧道在地质条件多样化、越江跨海常态化、结构断面多元化、地面条件复杂化、隧道结构耐久性等方面面临的技术挑战。介绍超大直径盾构装备、大直径泥水盾构常压换刀、多模盾构、类矩形盾构隧道建造、联络通道机械法施工、软硬极端悬殊地层掘进、富水砂卵石地层土压平衡盾构、地下高地震烈度盾构隧道减隔震抗震和超长距离综合施工等技术创新成果;总结不良地质识别、设备状态实时感知、同步推拼连续掘进、盾构自动驾驶技术、盾构智能化管控平台等盾构智能掘进技术进展;指出城市地下空间建设盾构法隧道工程的发展趋势,地铁隧道、城市道路、综合管廊、城市给排水等设施需要不断更新,并网络化,盾构法隧道技术需要不断发展,盾构法隧道智能化施工需日趋精益。未来盾构装备将朝着“多模式、无刀化、外星化”等多元化,多源信息感知、管片智能拼装、地质探测预报、自主感知掘进决策等智能化以及特大直径、超长距离、超大埋深、超高水压等方向发展。

关键词: 地下空间, 地铁隧道, 市政公路隧道, 城市铁路隧道, 城市水工隧洞, 城市综合管廊, 盾构法隧道工程, 超大直径盾构装备, 软硬极端悬殊地层, 智能化掘进技术, 同步推拼连续掘进

Abstract: With the constant progress of science and technology, tunnels constructed by shields are becoming increasingly prevalent in the development of urban underground space. In this paper, the authors, on basis of the characteristics of shield tunneling, explore the development and technological innovations associated with shield tunneling; the authors summarize the latest applications of shield tunneling in the construction of metros, municipal roads, urban railways, urban water conveyance tunnels, and urban utility tunnels. The authors address the technical challenges associated with tunnels constructed by shields, including varying geological conditions, increasing instances of river/sea crossings, diverse structural crosssections, complex ground surface conditions, and the durability of the tunnel structures. The authors present the technological innovations in shield tunneling, including shields with extralarge diameter, replacing cutters of largediameter slurry pressure balanced (SPB) shields under atmospheric pressure, multimode shields, construction of tunnels using quasirectangular shields, construction of cross passages by mechanical method, shield tunneling in ground containing very hard material and very weak material, earth pressure balanced (EPB) shields for waterrich sand/gravel strata, seismic mitigation/isolation and earthquakeresistant design for tunnels constructed by shields in high seismic intensity areas, and extralongdistance shield tunneling. The authors also analyze the progress in intelligent shield tunneling technologies, such as the identification of unfavorable geological conditions, realtime perception of equipment status, synchronous shield advancing and segment erecting, automatic shield driving technology, and intelligent shield control platform. Additionally, the authors elaborate on the trends of shield tunneling in the development of urban underground space, i.e., facilities such as metro tunnels, urban roads, utility tunnels, and urban water supply and drainage systems shall be upgraded constantly and shall form corresponding networks, which requires the constant progress of the shield tunneling technology and the intelligentization of shield tunneling. The authors also make prospects on the development trend of the shields: diversified shields characterized by "multimode, cutterfree operation, and suitability for extraterrestrial space"; intelligent shields characterized by "multisource information perception, intelligent segment erection, geological detection and prediction, and decisionmaking based on autonomous perception during tunneling"; shields with extralarge diameters, shields for extralongdistance tunneling, shields for tunneling under extrathick covers, and shields for tunneling under extrahigh water pressures.

Key words: underground space, metro tunnel, municipal road tunnel, urban railway tunnel, urban water conveyance tunnel, urban utility tunnel, tunnel constructed by shield, shield with extralarge diameter, ground containing very hard material and very weak material, intelligent tunneling technology, synchronous shield advancing and segment erecting