计算由同步接引发的屏蔽道提升
Ye Zhou1, Ganbin Liu2, Jiawei Jin1
1School of Civil, Environmental Engineering and Geography Science, Ningbo University, Ningbo, 315211, China.
Scientific reports
|November 14, 2025
概括
同步接可以导致盾道升高. 较短的粘合剂设置时间和较高的螺栓预负载减少了提升力,而更快的施工和坡增加了它.
科学领域:
- 地质技术工程 地质技术工程
- 道工程工程 道工程
- 土木工程 土木工程是指土木工程.
背景情况:
- 盾牌道是一种常见的地下施工方法.
- 同步接对于道的稳定性和密封性至关重要.
- 在接过程中道的升起是影响结构完整性的重大问题.
研究的目的:
- 研究在同步接过程中影响屏蔽道升起的因素.
- 开发一个可靠的模型来预测道升起.
- 为减轻道施工中升起的情况提供实用指导方针.
主要方法:
- 开发了一个模拟12个道段的有限差异模型.
- 使用指数函数,将时间依赖的合物特性 (浮力,粘度) 结合起来.
- 模型验证使用现场测试和3D打印细分实验进行.
主要成果:
- 发现较短的料初始设置时间可以最大限度地减少提升.
- 增加的施工速度导致了更大的道升降幅度.
- 较高的螺栓预负荷通过增加关节刚性而降低了提升力;接压力的影响最小.
- 上坡道坡度加剧了升降,而下坡坡度减轻了它.
结论:
- 地设置时间,施工速度,螺栓预加载和道坡度是盾道升降的关键因素.
- 开发的模型准确地预测了升起,并通过现场和实验数据进行验证.
- 结果为优化施工参数提供了实用的见解,以控制道升降,特别是在不同的斜坡上.
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