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引用本文:刘建国,周顺华.考虑气囊效应的盾构隧道密封垫压缩性能分析[J].建筑材料学报,2013,(6):993-997
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考虑气囊效应的盾构隧道密封垫压缩性能分析
刘建国, 周顺华
同济大学道路与交通工程教育部重点实验室,上海201804
摘要:
盾构隧道密封垫的压缩性能直接关系到其防水性能以及管片是否可以顺利拼装,在以往有关盾构密封垫的相关数值分析中均无法模拟封闭在密闭孔洞中的空气所引发的“气囊效应”.为此专门编制了计算程序,采用有限元方法模拟了密封垫在压缩过程中孔洞的压力变化,并分析了其对于密封垫压缩过程的影响.研究表明:由于孔洞内气体压力的存在,密封垫的孔壁失稳过程明显滞后,闭合压缩力指标提高了10%以上,气囊效应不容忽视.
关键词:  盾构隧道  密封垫  压缩  气囊效应
DOI:103969/j.issn1007 9629201306012
分类号:
基金项目:中央高校基本科研业务费专项资金资助项目(同济大学)
Analysis of the Performance of the Shield Tunnel GasketCompression Considering the Balloon Effect
LIU Jian guo, ZHOU Shun hua
Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University, Shanghai 201804, China
Abstract:
The shield tunnel gasket compression performance directly related to its waterproof performance and segments assembly. It was impossible to simulate the “balloon effect” caused by the air in the closed holes. So the special programs were made to employ the FEM method to simulate the gasket compression. The research shows that due to the existence of gas pressure in the holes, the process of hole wall instability is significantly delayed, and the closed compression force increases by ten percent, so the “balloon effect” should not be neglected.
Key words:  shield tunnel  gasket  compression  balloon effect