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隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (8): 1762-1774.DOI: 10.3973/j.issn.2096-4498.2026.08.015

• 规划与设计 • 上一篇    下一篇

广州沙鱼洲隧道总体设计方案

胡斌, 邢永辉, 王洪刚   

  1. (中铁第六勘察设计院集团有限公司, 天津 300308)
  • 出版日期:2026-08-20 发布日期:2026-08-20
  • 作者简介:胡斌(1989—),男,江西宜春人,2014年毕业于广州大学,结构工程专业,硕士,高级工程师,现从事地下工程设计及研究工作。 E-mail: 460301190@qq.com。

Overall Design Scheme of Shayuzhou Tunnel in Guangzhou, China

HU Bin, XING Yonghui, WANG Honggang   

  1. (China Railway Liuyuan Group Co., Ltd., Tianjin 300308, China)
  • Online:2026-08-20 Published:2026-08-20

摘要: 为解决城市核心区过江隧道建设受场地、地质、环境影响等多重因素限制带来的设计参数耦合复杂、总体设计难度大等突出问题,依托广州沙鱼洲隧道,结合路网规划、交通量预测和控制性建设条件等因素,采用工程类比、多方案比选等研究方法,对广州沙鱼洲隧道技术标准、总体线位、断面布置、工法、上岛方案、超浅覆土处理等关键问题进行研究。主要结论如下: 1)城市核心区过江隧道总体设计需首要考虑规划符合性、技术标准合理性及交通功能完整性,对局部受限位置可专题论证; 2)大直径盾构隧道无需因为局部浅点而将整条隧道进行压深,针对局部超浅覆土区域可采用局部压载处理以满足盾构抗浮及安全掘进要求,该思路可为控制盾构隧道线路长度及工程投资提供参考; 3)当主线隧道穿越Ⅳ级及以上围岩且满足一定埋深时,盾构隧道中间上岛可采用主线矿山+匝道盾构组合工法,避免采用明挖法主线上抬对整体纵断面线形及行车舒适性造成影响,为盾构隧道上岛方案提供新思路。

关键词: 跨江隧道, 超大直径盾构, 总体设计, 超浅覆土, 技术标准, 工法比选, 上岛方案

Abstract: River-crossing tunnels in urban core areas are constrained by limited construction sites, complex geological conditions, and sensitive surrounding environments, resulting in a complex coupling of design parameters and formidable overall design challenges. A case study is conducted on the Shayuzhou Tunnel in Guangzhou, China, and engineering analogy and scheme comparison methods are adopted to investigate key technical issues of the Shayuzhou Tunnel, including technical standards, overall alignment, cross-sectional layout, construction methods, island-landing schemes, and shallow-overburden treatment measures, based on road network planning, traffic volume prediction, and restrictive construction conditions. The primary conclusions are summarized as follows: (1) For river-crossing tunnels in urban core areas, the overall design should prioritize planning conformity, the rationality of technical standards, and the integrity of traffic functions, and special thematic assessments can be conducted for locally constrained sections. (2) It is unnecessary to deepen the entire alignment of large-diameter shield tunnels to accommodate localized shallow-overburden areas. Local ballast reinforcement can be adopted in ultra-shallow-overburden zones to satisfy the antifloating and safe tunneling requirements of shield machines, which provide a feasible reference for optimizing tunnel alignment length and controlling project investment. (3) When the main tunnel passes through Grade Ⅳ or higher surrounding rock at a suitable buried depth, a combined construction method using the mining method for the main tunnel and the shield method for the ramps is applicable to the island connection section. This approach avoids the adverse effects of open-cut-based elevation adjustment of the main tunnel on the overall longitudinal profile and driving comfort, offering a novel solution for the island-landing design of shield tunnels.

Key words: cross-river tunnel, super-large-diameter shield, overall design, ultra-shallow overburden, technical standards, construction method comparison and selection, island-landing scheme