钢拱架锈蚀下二次衬砌力学演变机制研究

doi:10.3973/j.issn.2096-4498.2025.S1.012

隧道建设（中英文） ›› 2025, Vol. 45 ›› Issue (S1): 104-112.DOI: 10.3973/j.issn.2096-4498.2025.S1.012

钢拱架锈蚀下二次衬砌力学演变机制研究

张艺腾^{1, 2}, 田四明^{3, *}, 王明年⁴，马伟斌^{1, 2}, 王志伟^{1, 2}, 徐湉源^{1, 2}，张金龙^{1, 2}

（1. 中国铁道科学研究院集团有限公司铁道建筑研究所，北京 100081； 2. 高速铁路轨道系统全国重点实验室，北京 100081； 3. 中国铁路经济规划研究院有限公司，北京 100038； 4. 西南交通大学土木工程学院，四川成都 610031)

出版日期:2025-07-15 发布日期:2025-07-15
作者简介:张艺腾（1992—），男，重庆合川人，2022年毕业于西南交通大学，桥梁与隧道工程专业，博士（博士后），助理研究员，主要从事隧道方面的科研与设计工作。E-mail: zytzytlvzq@163.com。*通信作者：田四明， E-mail: tsmd@163.com。

Mechanical Evolution Mechanism of Secondary Lining Under Steel Arch Corrosion

ZHANG Yiteng^{1, 2}, TIAN Siming^{3, *}, WANG Mingnian⁴, MA Weibin^{1, 2}, WANG Zhiwei^{1, 2}, XU Tianyuan^{1, 2}, ZHANG Jinlong^{1, 2}

(1. Railway Engineering Research Institute, China Academy of Railway Sciences Group Co., Ltd., Beijing 100081, China; 2. State Key Laboratory for Track Technology of High-speed Railway, Beijing 100081, China; 3. China Railway Economic and Planning Research Institute Co., Ltd., Beijing 100038, China; 4. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China)

Online:2025-07-15 Published:2025-07-15

摘要/Abstract

摘要： 为获得海底隧道钢拱架锈蚀后二次衬砌荷载分担比演化规律，进而保障隧道长期安全性，依托某海底隧道建立考虑钢拱架锈蚀作用的初期支护-二次衬砌的三维实体荷载-结构模型，分析不同锈蚀程度下初期支护-二次衬砌间接触应力、二次衬砌安全性及荷载分担比变化规律。研究结果表明： 1）随着钢拱架锈蚀率由0%增加至60%，初期支护与二次衬砌的接触应力明显增加，拱顶、拱肩、边墙、拱脚、仰拱接触应力增幅分别为46%、45.11%、49%、47.42%、44%，相应二次衬砌安全系数呈下降趋势； 2）钢拱架锈蚀率从0%至60%，二次衬砌荷载分担比由0.54增加至0.63，增幅达16.67%； 3）综合考虑钢拱架锈蚀率、二次衬砌厚度、二次衬砌弹性模量3个因素，建立二次衬砌荷载分担比预测公式。

关键词: 海底隧道, 钢拱架锈蚀, 二次衬砌, 力学演变, 安全系数, 荷载分担比

Abstract: The evolution mechanism of load-sharing ratio of secondary lining under steel arch frame corrosion of subsea tunnels is crucial for long-term safety of the tunnels. Herein, a three-dimensional solid load-structure model of the primary support-secondary lining under corrosion effect of the steel arch frame is established based on a subsea tunnel. The variation patters of the contact stress between the primary support and secondary lining, the safety of the secondary lining, and the load-sharing ratio under different corrosion degrees of steel arch frame are examined. The results indicate the following: (1) The contact stress between the primary support and secondary lining sharply increases as the corrosion rate of steel arch frame increases from 0% to 60%; the contact stress at the crown, arch shoulder, sidewall, arch foot, and invert increases by 46%, 45.11%, 49%, 47.42%, and 44%, respectively. The corresponding safety factor of the secondary lining shows a downward trend. (2) The load-sharing ratio of the secondary lining increases from 0.54 to 0.63, with an increase of 16.67%, as the corrosion rate of the steel arch frame increases from 0% to 60%. (3) A prediction formula for the load-sharing ratio of the secondary lining is established by comprehensively considering the corrosion rate of the steel arch frame, the thickness of the secondary lining, and the elastic modulus of the secondary lining.

Key words: subsea tunnel, steel arch corrosion, secondary lining, mechanical evolution, safety factor, load-sharing ratio

张艺腾, 田四明, 王明年, 马伟斌, 王志伟, 徐湉源, 张金龙. 钢拱架锈蚀下二次衬砌力学演变机制研究[J]. 隧道建设, 2025, 45(S1): 104-112.

ZHANG Yiteng, TIAN Siming, WANG Mingnian, MA Weibin, WANG Zhiwei, XU Tianyuan, ZHANG Jinlong. Mechanical Evolution Mechanism of Secondary Lining Under Steel Arch Corrosion[J]. Tunnel Construction, 2025, 45(S1): 104-112.

[1]	孔强, 宋仁杰, 丁炜程, 伍毅敏, 迟作强. 混凝土浇筑过程二次衬砌台车结构应力分布及变化规律研究[J]. 隧道建设, 2025, 45(S1): 340-350.
[2]	朱杰, 杨晨, 崔萌, 付跃有, 贾红岩, 韩萌萌. 基于安全系数的地下水封洞库主洞室围岩稳定性研究[J]. 隧道建设, 2024, 44(S2): 179-191.
[3]	刘健. 特长跨海公路隧道联络烟道间距优化设置研究——以青岛第二海底隧道为例 [J]. 隧道建设, 2024, 44(9): 1874-1882.
[4]	陈一凡, 沈翔, 陈湘生. 海底软弱地层浅埋大直径盾构对接开挖面失稳灾变机制研究[J]. 隧道建设, 2024, 44(4): 712-723.
[5]	黄伟真, 徐国元, 何聪, 李百建. 考虑流固耦合效应的海底隧道地震响应分析[J]. 隧道建设, 2024, 44(4): 739-749.
[6]	刘泓志, 曹英贵 , 代镇洋 , 孙树良. 穿越多种典型地层的跨海超大直径泥水盾构选型及针对性设计——以青岛胶州湾第二海底隧道为例 [J]. 隧道建设, 2024, 44(4): 793-800.
[7]	肖明清, 徐晨, 崔岚, 盛谦, 陈健, 谢壁婷, 吴鹏. 基于总安全系数法的喷射混凝土支护承载能力的试验研究[J]. 隧道建设, 2024, 44(3): 464-474.
[8]	肖明清, 徐晨, 谢壁婷, 邓朝辉, 王克金. Research on "Strength-Deformation-Timing" Integrated Design Method for Tunnel Support Based on Total Safety Factor Method(基于总安全系数法的隧道支护“强度-变形-时机”一体化设计方法研究)[J]. 隧道建设, 2024, 44(12): 2480-2499.
[9]	毛升, 焦齐柱, 肖明清, 刘岩. 甬舟铁路金塘海底隧道衬砌结构设计与研究[J]. 隧道建设, 2024, 44(12): 2510-2520.
[10]	杨斌, 刘天赐, 刘志春, 李宁, 朵生君. 基于变形分级的挤压性围岩铁路隧道断面形状优化设计[J]. 隧道建设, 2023, 43(S1): 344-355.
[11]	武哲书, 孙文昊, 肖明清, 管鸿浩, 陈立保. 胶州湾第二海底隧道穿越活动断层抗错断结构方案研究[J]. 隧道建设, 2023, 43(5): 826-836.
[12]	姜华龙. 土压平衡盾构近距离下穿既有地铁无配筋二次衬砌大断面隧道施工技术 [J]. 隧道建设, 2023, 43(5): 837-846.
[13]	陈以超, 张黎明, 丛宇, 王肖珊, 王在泉. 基于局部强度折减法的地下洞室群“危险区”破坏判据及其工程应用[J]. 隧道建设, 2023, 43(4): 634-644.
[14]	肖明清, 徐晨, 谢壁婷, 陈文鹏, 王克金. Research on Design Technology of Sequential Supporting for High-Speed Railway Tunnel Constructed by Drilling-and-Blasting Method（高速铁路钻爆法隧道分序支护设计技术研究）[J]. 隧道建设, 2023, 43(3): 369-382.
[15]	肖明清, 孙文昊, 曲立清, 李翔, 陈立保, 倪健, 马相峰. Study on General Design of Second Jiaozhou Bay Subsea Tunnel（胶州湾第二海底隧道总体设计方案研究）[J]. 隧道建设, 2023, 43(2): 199-216.

钢拱架锈蚀下二次衬砌力学演变机制研究

Mechanical Evolution Mechanism of Secondary Lining Under Steel Arch Corrosion

PDF

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

编辑推荐

Metrics

本文评价