基于变形压力理论的浅层四轨高压道系统螺栓的机制和优化
Jianfei Ma1, Shaohui He2, Xiabing Liu1
1School of Civil Engineering, Beijing Jiaotong University, No.3 Shangyuancun, Haidian District, Beijing, 100044, China.
Scientific reports
|April 20, 2025
概括
四轨高速铁路道中的系统螺栓执行定和接功能. 优化方案显著减少轴向力和变形,并针对不同的岩石状况提出具体建议.
科学领域:
- 地质技术工程 地质技术工程
- 铁路工程 铁路工程是指铁路工程.
- 道技术 道技术
背景情况:
- 调查中国第一条四轨高速铁路 (HSR) 道的系统螺栓性能.
- 分析跨度为25.9327.12米,深度为753米的道.
- 了解超大跨度HSR道建设的独特挑战.
研究的目的:
- 使用变形压力理论弧度框架阐明系统螺栓的作用.
- 通过实地调查检查螺栓的有效性,并建立功能分区.
- 提出和分析系统螺栓性能优化方案.
主要方法:
- 理论框架:变形压力理论.
- 实地调查:对系统螺栓性能进行八个月的监测.
- 数字模拟:分析了三个拟议的优化方案.
主要成果:
- 系统螺栓功能根据变形压力弧分类为合和 anchoring.
- 确定了一个从深埋到浅埋道的深度过渡区 (αh1c到αh2c).
- 在V级岩石中,优化方案可将轴向力和变形降低高达80.04%和41.91%.
结论:
- 在浅层的四条轨道HSR道中的系统螺栓机制是"先,然后;在浅层状态下在深层状态下,而在浅层状态下".
- 长短组合方案在V类岩石条件下非常有效.
- 方案3建议用于V类岩石;方案1用于其他场景.
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