首页|考虑管-浆-土接触状态的顶力计算方法

考虑管-浆-土接触状态的顶力计算方法

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众多工程的顶管顶力估算值一般按照规范经验公式计算,而经验公式只考虑管道悬浮状态下的管浆摩阻力,没有考虑管土和管浆的接触状态,导致顶力估算值与实测值差异较大.为解决这一问题,在研究注浆减阻作用机理及管土接触模型理论的基础上,采用压力差的方法判断管-浆-土三者的接触状态,得到相应模型.再根据不同接触状态的受力分析,推导出相应顶力计算公式,并与规范公式、理论公式和实测顶力进行对比分析,结果与实测值结果相近,证明了本文公式预测顶力的准确性.最后根据实测顶力与顶程数据,得到管浆土平均摩阻力与顶程的变化关系,分析出顶管过程中管-浆-土接触状态的变化规律,为管-浆-土接触状态的顶力计算方法提供可靠依据.
Jacking Force Calculation Method Considering the Pipe-slurry-soil Contact State
The estimated value of pipe jacking force in many projects is generally calculated according to the standard empirical formula,only the friction resistance of pipe slurry in the suspension state considered and the contact state of pipe soil and pipe slurry not considered,resulting in a large difference between the estimated value and the measured value.In order to solve this problem,on the basis of studying the mechanism of drag reduction of grouting and the theory of pipe-soil contact model,the contact state of pipe-slurry-soil is judged by the method of pressure difference,and the corresponding model is obtained.Then,according to the force analysis of different contact states,the corresponding jacking force calculation formula is derived,and compared with the standard formula,the theoretical formula and the measured jacking force,the result is similar to the measured value,which proves the accuracy of the formula in this paper to predict the jacking force.Finally,according to the measured jacking force and jacking head data,the relationship between the mean friction resistance of pipe-slurry-soil jacking head was obtained,and the change law of pipe-slurry-soil contact state during the jacking process was analyzed,which provided a reliable basis for the jacking force calculation method of pipe-slurry-soil contact state.

drag reducing mudpipe-slurry-soil contact statepressure difference methodslurry frictionfriction resistance of pipe-slurry-soil

王梓任、窦存杰、赵元浠

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北京金河水务建设集团有限公司,北京 102206

广州城建职业学院 建筑工程学院,广东 广州 510925

减阻泥浆 管-浆-土接触状态 压力差法 管浆摩阻力 管浆土摩阻力

2024

辽宁工业大学学报(自然科学版)
辽宁工业大学

辽宁工业大学学报(自然科学版)

影响因子:0.226
ISSN:1674-3261
年,卷(期):2024.44(2)
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