| 顶进箱涵全断面置换管幕工法中钢管幕内力研究及实例分析 |
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| 引用本文： | 夏才初,阙程柯,刘胜.顶进箱涵全断面置换管幕工法中钢管幕内力研究及实例分析[J].岩土力学,2011,32(12):3555-3560. |
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| 作者姓名： | 夏才初 阙程柯 刘胜 |
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| 作者单位： | 1.同济大学 地下建筑与工程系，上海 200092；2.长沙轨道交通集团，长沙 410000 |
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| 基金项目： | 国家科技支撑计划项目，长江学者和创新团队发展计划资助 |
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| 摘 要： | 顶进箱涵全断面置换管幕工法是在出发井和接收井之间，利用顶管法在箱涵所在位置顶推钢管，置换出土体，形成全断面管撑，再顶推箱涵，同步置换出已顶进的钢管。针对该工法中的钢管幕，建立其内力和变形计算简化模型，将钢管视为在附加荷载作用下的置于Winkler地基上的弹性地基梁，推导出全断面管幕形式顶进箱涵置换管幕工法的钢管幕内力和变形计算公式，以此分析钢管幕的竖向变形。并采用弹性地基梁法和模拟试验比拟法，发现二者在规律及大小上都较为接近，说明所推导出的内力和变形计算公式具有一定的合理性，为实际工程的设计提供了理论依据
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| 关 键 词： | 顶进箱涵 置换 管幕 全断面 弹性地基梁 |
| 收稿时间： | 2010-06-02 |
Study of internal forces and case study of pipe-roof for box culvert jacking and replacement full face pipe-roof method |
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| XIA Cai-chu,QUE Cheng-ke,LIU Sheng.Study of internal forces and case study of pipe-roof for box culvert jacking and replacement full face pipe-roof method[J].Rock and Soil Mechanics,2011,32(12):3555-3560. |
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| Authors: | XIA Cai-chu QUE Cheng-ke LIU Sheng |
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| Institution: | 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Changsha Railway Transit Group Co., Ltd., Changsha 410000, China |
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| Abstract: | In box culvert jacking and replacement full face pipe-roof method,steel pipes are jacked between the start well and the receiving well.Soil in the pipes is excavated and the full face pipe-roof forms the shape of the box culvert.Subsequently,box culvert is jacked and replaces the full face pipe-roof.Specific to the pipe-roof which is considered to be an elastic foundation beam,two mechanical calculation models of the pipe-roof are built;the deflection curve equation of pipe-roof and the relating settlement ... |
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| Keywords: | box culvert jacking replacement pipe-roof full face elastic foundation beam |
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