[1]沈青松,陈烨,叶盛华,等.长距离注浆顶管顶力规范公式的取值研究及分析[J].中国给水排水,2024,40(20):63-67.
　SHENQing-song,CHENYe,YESheng-hua,et al.Research and Analysis on the Standard Formula Value for the Jacking Force of Long?distance Grouting Pipes[J].China Water & Wastewater,2024,40(20):63-67.
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长距离注浆顶管顶力规范公式的取值研究及分析

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第40卷 期数: 2024年第20期 页码: 63-67 栏目: 出版日期: 2024-10-17
Title:
Research and Analysis on the Standard Formula Value for the Jacking Force of Long?distance Grouting Pipes
作者:
沈青松， 陈烨， 叶盛华， 王潇弘， 姚杰
（中国电建华东勘测设计研究院有限公司，浙江 杭州 310000）
Author(s):
SHEN　Qing-song， CHEN　Ye， YE　Sheng-hua， WANG　Xiao-hong， YAO　Jie
（PowerChina Huadong Engineering Corporation Limited， Hangzhou 310000， China）
关键词:
顶管;  顶力;  平均摩阻力;  经验公式;  取值范围
Keywords:
pipe jacking;  jacking force;  average friction;  empirical formula;  value range
摘要:
随着顶管器械的升级和施工技术的完善，长距离注浆顶管管壁摩阻力有了大幅降低，现有的经验公式已无法准确计算顶力大小。收集大量已有顶管工程的实测顶力数据，将顶力增长分为3个阶段，并以此对平均摩阻力取值范围进行优化分析。通过优化后的取值范围计算得到的顶力上下限区间，可以覆盖90%的实测数据，与实测数据的相对误差平均值为30%左右，具有一定的准确度，可作为今后顶管顶力计算的参考依据。
Abstract:
With the upgrading of pipe jacking equipment and the improvement of construction technology, the friction of long-distance grouting pipe jacking has been greatly reduced. The existing empirical formula can no longer accurately calculate the jacking force. This study collects a large amount of jacking force data from pipe jacking projects, and divides the jacking force growth into three stages to optimize the average friction value range. The upper and lower limits of the jacking force calculated through the optimized value range can cover 90% of the data, with average relative error of about 30%, which has a certain degree of accuracy and can serve as a reference for future pipe jacking force calculations.

相似文献/References:

[1]王美凤,渠元闯,沈振锁,等.DN3 000钢管顶管用于引水工程检修应急通道[J].中国给水排水,2023,39(4):108.
　WANGMei-feng,QUYuan-chuang,SHENZhen-suo,et al.Application of DN3 000 Steel Pipe Jacking in Emergency Access of Zhaoshandu Water Diversion Project[J].China Water & Wastewater,2023,39(20):108.
[2]杨睿,曾德星,崔旭辉.大直径穿湖顶管回退施工关键技术研究[J].中国给水排水,2024,40(6):126.
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更新日期/Last Update: 2024-10-17