关于部分卸载对预制分段地铁道结构变形的影响的研究
Yuancheng Guo1, Longqi Zhao1, Huifang Zou2
1Department of Civil Engineering, Zhengzhou University, Zhengzhou, 450001, China.
Scientific reports
|April 1, 2025
概括
挖掘卸载可以导致地铁道升高和关节螺栓紧张. 门口加固和反压能有效控制部分挖掘卸载造成的道变形.
科学领域:
- 地质技术工程 地质技术工程
- 道工程 道工程是指道工程.
- 结构工程 结构工程
背景情况:
- 预制的分段地铁道易受相邻建筑活动造成的变形的影响.
- 部分挖掘卸载,特别是来自挖掘坑的部分卸载,对运营安全构成风险.
研究的目的:
- 调查现有道对部分挖掘卸载的机械反应.
- 分析变形特征,并建议道结构的控制措施.
主要方法:
- 利用州地铁道受高速公路重建影响的案例研究.
- 开发并使用一个三维有限元模型来模拟挖掘道相互作用.
- 分析了线条基础坑挖掘对底层道段的影响.
主要成果:
- 部分卸载导致了道结构的整体不均升起,在顶部和坑中线附近的最大垂直位移,通常在接头处.
- 分段螺栓经历了拉伸力,与关节行为和曲时刻有关.
- 门户加强和反压力显示出显著的变形控制能力.
结论:
- 部分挖掘卸载是影响地铁道结构完整性的关键因素.
- 了解升起和螺栓紧张的机制对于安全至关重要.
- 门口增强和反压是缓解道变形的有效策略.
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