一项关于屏蔽道细分层密封件关键位移的研究
Xuan Guo1,2, Zhitong Li3, Senyang Yuan2
1Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong University, Beijing, 100044, China.
Scientific reports
|January 24, 2025
概括
屏蔽道段的脱位严重影响关节泄漏. 有限元分析确定了特定的位移量 (9毫米位移,8毫米开口),这损害了密封的密封性,增加了水入风险.
科学领域:
- 土木工程 土木工程是指土木工程.
- 地质技术工程 地质技术工程
- 防水技术 防水技术
背景情况:
- 分段关节泄漏是屏蔽道的一个主要问题,通常是由分段脱位引起的.
- 了解在不同位移下密封封的防水性能对于道完整性至关重要.
研究的目的:
- 为了研究在水压下在屏蔽道连接处的密封封的防水机制.
- 为了确定导致关节泄漏的断段层的关键位移量.
主要方法:
- 开发了一个结构合有限元分析 (FEA) 模型来模拟水入动态.
- 分析了不同位移量的接触应力分布和防水性能.
- 通过将其与实验数据进行比较,验证了FEA结果.
主要成果:
- FEA结果显示与实验数据的正相关性,尽管略低一些.
- 由于分段脱位而减少的有效接触应力增加了泄漏风险.
- 9mm的脱位和8mm的开口被确定为关键点,导致最差的防水性能.
结论:
- 有效的接触应力是密封件性能的关键;较低的应力增加了泄漏.
- 分段约束可以减轻在小变形范围内的泄漏.
- 超过关键脱位值会导致关节泄漏严重,需要精心设计和监控.
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