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隧道与地下工程灾害防治
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济泺路穿黄北延隧道设计关键技术
钟建敏1,张亮亮2,3*,何应道2,3,罗驰恒2,3,熊逸凡2,3,王超4
(1.济南城市建设集团有限公司,山东 济南250014;2.中铁第四勘察设计院集团有限公司,湖北 武汉 430063;3.水下隧道技术国家地方联合工程研究中心,湖北 武汉430063;4.中铁十四局集团大盾构工程有限公司,江苏 南京,211899)
Key design techniques of the north extension project of Jinan Jiluo Road Yellow River Tunnel
ZHONG Jianmin1,ZHANG Liangliang2,3*,HE Yingdao2,3,LUO Chiheng2,3,XIONG Yifan2,3,WANG Chao4
(1.Jinan City Construction Group Co.,Ltd., Jinan, 250014,Shandong,China;2. China Railway Siyuan Survey and Design Group Co.,Ltd.,Wuhan 430063, Hubei, China;3. National-Local Joint Engineering Research Center of Underwater Tunnelling Technology,Wuhan 430063,Hubei,China;4. China Railway 14th Bureau Group Large Shield Engineering Co., Ltd., Nanjing,211899,Jiangsu, China)
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摘要 随着黄河生态廊道建设,山东跨黄隧道建设迫切,需要解决公铁合建及其安全保障等难题。通过工程类比、模型与数值试验方法,结合周边环境保护和水文地质特点,对济南济泺路穿黄北延隧道工程设计关键技术以及风险控制措施进行总结分析,结果表明:通过协同疏散技术与综合通风体系,实现了盾构隧道断面集约化设计;采用“管片+非封闭内衬”计算模型、管片环间抗剪结构以及一体化防水的设计方法,提升了盾构隧道整体刚度与承载性能;计算了防淹门的可用关闭时间,为隧道防淹体系设计提供了理论依据;通过内部结构预制装配化设计,控制了隧道断面直径、加快了施工速度。经现场监测验证,建设风险安全可控,总体设计方案合理可行。
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钟建敏
张亮亮
何应道
罗驰恒
熊逸凡
王超
关键词:  水下盾构  公铁合建  下穿水库  风险控制  关键技术    
Abstract: With the construction of ecological corridor for the Yellow River, the crossing Tunnel construction of the Yellow River is urgent in Shandong Province. It is necessary to solve the problems of construction and security guarantee for the Rail-and-Road combined tunnel. In view of the factors of engineering environmental conditions and tunnel construction risks,the overall design and key techniques of the Jinan Jiluo Road North Extension Tunnel were summarized and analyzed by means of engineering analogy, modeling and numerical testing methods.The results showed that  the innovation and application of collaborative evacuation technology and ventilation scheme were used, which realized the intensive layout design of shield tunnel section. The design methods of distributed concave-convex tenon structure and integrated waterproof were used. And the overall stiffness and bearing capacity of shield tunnel were improved by considering the internal structure effect of segment and non-closed lining. The available closing time of anti-flooding door was calculated, which provided a theoretical basis for design of tunnel anti-flooding system. Through design of prefabricated and superimposed lane slab and prefabricated box culvert with adjustable height, the section diameter of shield tunnel was controlled, and the construction speed of internal structure was accelerated. After on-site verification, the construction risks were controllable and the overall design scheme was reasonable.
Key words:  underwater shield tunnel    joint construction of highway and rail    underpassing reservoir    risk control    key techniques
收稿日期:  2024-08-05      修回日期:  2024-11-16      发布日期:  2024-12-11     
中图分类号:  U452.2  
基金资助: 国家重点研发资助计划资助项目(2021YFB2600800)
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:  钟建敏(1987—),男,山东济南人,工程师,主要研究方向为工程管理。E-mail: 649854249@ qq.com
引用本文:    
钟建敏, 张亮亮, 何应道, 罗驰恒, 熊逸凡, 王超. 济泺路穿黄北延隧道设计关键技术[J]. 隧道与地下工程灾害防治, .
ZHONG Jianmin, ZHANG Liangliang, HE Yingdao, LUO Chiheng, XIONG Yifan, WANG Chao. Key design techniques of the north extension project of Jinan Jiluo Road Yellow River Tunnel. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1-11.
链接本文:  
[1] 张亮亮,赵世超,孙文昊,何应道. 济南市济泺路穿黄隧道总体设计[J]. 隧道与地下工程灾害防治, 2020, 2(2): 14-20.
[2] 李兆平, 史磊磊. 北京地区暗挖地铁车站结构设计方法研究进展综述[J]. 隧道与地下工程灾害防治, 2019, 1(3): 14-21.
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