首页|三圆咬合顶管顶推力计算方法研究

三圆咬合顶管顶推力计算方法研究

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顶推力是管幕顶管施工反力墙设计以及顶管机选型重要参数.依托三亚河口通道项目管幕段工程,采用Persson接触模型对三圆咬合顶管顶推力进行研究,结合管土接触影响下的顶推力计算公式,分析顶推力与顶管咬合程度的关系,最后结合现场实测数据进行对比分析.结果表明:根据咬合程度不同,三圆咬合顶管接触压力合力为1.34~4.04 G;三亚河口通道项目三圆咬合顶管所需顶推力区间为7 416.6~8 781.6 kN;与现场实测数据进行对比,依据本研究得出的顶推力为现场实测顶推力最大值的 1.38 倍,具有一定的安全储备且能够节约成本,可供后续类似工程参考.
Study on the Calculation Method of Thrust Force for Three-Circular-Ring Interlocking Pipe-Jacking
The thrust force is a crucial parameter in the construction of pipe-jacking projects,the design of reaction walls,and the selection of pipe-jacking machinery.This study draws on the pipe-curtain section of the Sanya River Mouth Channel project and employs the Persson contact model to investigate the thrust force associated with the three-circular-ring interlocking pipe-jacking,considering the influence of soil-pipe contact on the thrust force calculation formula.Additionally,the study examines the correlation between the thrust force and the extent of pipe interlocking.The findings are further validated through a comparison with actual on-site measurement data.The study reveals that the combined contact pressure for the three-circular-ring interlocking pipe-jacking varies from 1.34 G to 4.04 G,depending on the level of interlocking.For the Sanya River Mouth Channel project,the estimated thrust force necessary for the three-circular-ring interlocking pipe-jacking is between 7 416.6 kN and 8 781.6 kN.When compared with on-site measurements,the formula-derived thrust force is determined to be 1.38 times the maximum measured value on-site,indicating a certain safety reserve and potential cost savings.These findings provide valuable insights for the design and execution of similar engineering projects in the future.

pipe curtain methodinterlocking pipe jackingcontact pressurethrust force

钱朋亮

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中铁建城建交通发展有限公司 江苏苏州 215000

管幕法 咬合顶管 接触压力 顶推力

2024

铁道建筑技术
中国铁道建筑总公司

铁道建筑技术

影响因子:0.539
ISSN:1009-4539
年,卷(期):2024.(10)