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隧道与地下工程灾害防治
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黄河中下游公铁合建盾构隧道设计关键技术
孙文昊1,2,许为民3,何应道1,2,历朋林4,张锦程5,张亮亮1,2*
(1.中铁第四勘察设计院集团有限公司,湖北 武汉 430063;2.水下隧道技术国家地方联合工程研究中心,湖北 武汉430063;3.济南城市建设集团有限公司,山东 济南250014;4.中铁十四局集团大盾构工程有限公司,江苏 南京,211899;5.共青团济南市委,山东 济南250021)
Key design techniques for highway-railway combined shield tunnels in the middle and lower reaches of the Yellow River
Sun Wenhao1,2,Xu Weimin3,He Yingdao1,2,Li Penglin4,Zhang Jincheng5,Zhang Liangliang1,2*
(1.China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, Hubei, China; 2. National-Local Joint Engineering Research Center of Underwater Tunnelling Technology, Wuhan 430063, Hubei, China; 3.Jinan City Construction Group Co., Ltd., Jinan 250014, Shandong, China; 4. China Railway 14th Bureau Group Large Shield Engineering Co., Ltd., Nanjing, 211899,Jiangsu, China; 5. Communist Youth League Jinan Municipal Committee, Jinan 250021, Shandong, China)
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摘要 随着黄河国家战略实施,跨黄通道建设需求持续增长,公铁合建隧道修建及运营保障成为核心技术挑战。采用模型试验、数值模拟以及工程类比法,总结了济南市济泺路穿黄隧道及其北延隧道工程的设计关键技术与运营保障方案。结果表明:创新采用协同疏散与集约化通风设计,实现通道资源和空间高效利用;构建“管片+内部结构”力学模型,研发环间抗剪结构与一体化防水体系,使管片结构安全系数提升25.3%~33.6%;建立管片破损面积与防淹门关闭时间的量化关系;推行内部结构预制装配化方案,在控制断面直径的同时,提升隧道内部结构施工效率;搭建管片结构实时监测体系与隧道智能运维管控平台,提升隧道运营的精细化管理与通行安全能力。研究成果可为黄河中下游以及类似跨江越海的超大直径隧道工程设计与修建提供技术参考。
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孙文昊
许为民
何应道
历朋林
张锦程
张亮亮
关键词:  黄河中下游  水下隧道  公铁合建  盾构隧道  设计关键技术    
Abstract: With the rollout of the Yellow River National Development Strategy, the demand for cross-Yellow River transportation infrastructure construction continued to grow, and the construction and operation safety assurance of road-rail combined tunnels was identified as a core technical challenge.In this research, a combination of model testing, numerical simulation and engineering analogy methods was adopted, and key design technologies and operation safety assurance schemes for the Jinan Jiluo Road Yellow River-crossing Tunnel and its Northern Extension Project were systematically summarized. The results showed that: An innovative collaborative evacuation and integrated ventilation design was adopted, by which highly efficient utilization of cross-river channel resources and underground space was realized. A mechanical model for the "segment lining + internal structure" composite system was constructed, and a patented inter-ring shear-resistant structure and an integrated waterproof system for segment joints were developed, by which the safety factor of the segment lining structure was increased by 25.3%~33.6%. A quantitative correlation between segment lining damage area and flood control gate closing time was established. A prefabricated assembly scheme for tunnel internal structures was implemented, by which the construction efficiency of tunnel internal structures was improved while keeping the tunnel cross-sectional diameter under strict control. A real-time monitoring system for segment lining structures and an intelligent tunnel operation and maintenance management platform were built, by which the refined management level and traffic safety assurance capability during tunnel operation were significantly enhanced.It is concluded that the research findings could provide valuable technical reference for the design and construction of super-large diameter shield tunnel projects in the middle and lower reaches of the Yellow River, as well as similar large-scale river-crossing and sea-crossing infrastructure projects.
Key words:  middle and lower reaches of the Yellow River    subaqueous tunnel    highway-railway combined construction    shield tunnel    key design technologies
收稿日期:  2026-04-20      修回日期:  2026-07-15      发布日期:  2026-07-28     
中图分类号:  U452  
  U459.5  
基金资助: 济南城市建设集团有限公司科技开发计划资助项目(2020W003)
通讯作者:  张亮亮(1980-),男,安徽阜阳人,正高级工程师,博士,主要研究方向为岩土与隧道工程。    E-mail:  25010849@qq.com
作者简介:  孙文昊(1975-),男,河北沽源人,正高级工程师,硕士,主要研究方向为隧道工程。mail:297890680@qq.com
引用本文:    
孙文昊, 许为民, 何应道, 历朋林, 张锦程, 张亮亮. 黄河中下游公铁合建盾构隧道设计关键技术[J]. 隧道与地下工程灾害防治, .
Sun Wenhao, Xu Weimin, He Yingdao, Li Penglin, Zhang Jincheng, Zhang Liangliang. Key design techniques for highway-railway combined shield tunnels in the middle and lower reaches of the Yellow River. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1-10.
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