曲线顶管底幕法的等比例试验

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  • 1.上海隧道工程有限公司,上海 200032
    2.交通运输部上海打捞局,上海 200090
张 弛(1989-),硕士,工程师,主要从事隧道及地下工程研究;E-mail: zhangchi_2006@126.com.

收稿日期: 2023-07-07

  修回日期: 2023-07-25

  录用日期: 2023-08-22

  网络出版日期: 2023-11-10

基金资助

上海市科技创新行动计划社会发展科技攻关项目(21DZ1201102)

Equal Scale Test of Curve-Shaped Pipe Roofing Method with Rectangular Jacking Machine

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  • 1. Shanghai Tunnel Engineering Co., Ltd., Shanghai 200032, China
    2. Shanghai Salvage of the Ministry of Transport, Shanghai 200090, China

Received date: 2023-07-07

  Revised date: 2023-07-25

  Accepted date: 2023-08-22

  Online published: 2023-11-10

摘要

针对“长江口二号”曲线顶管底幕工法开展等比例试验,试验过程包括端板下放和管节推进两个主要过程.试验结果表明:曲线顶管底幕法可适用于沉船整体打捞;端板采用搅吸泵破除铁板砂的方法效率较低,后续应更换更高效的方式;3根管节中推进最大推力为 2.2 MN,最大扭矩为28 kN·m.

本文引用格式

张弛, 袁一翔, 李炎龙, 周东荣, 胡建, 王建, 朱小东, 王钰 . 曲线顶管底幕法的等比例试验[J]. 上海交通大学学报, 2023 , 57(S1) : 131 -137 . DOI: 10.16183/j.cnki.jsjtu.2023.S1.07

Abstract

An equal scale test was conducted for the bottom curtain construction method of curved pipe jacking of “Yangtze River Estuary II”, which included lowering the end plate and advancing the pipe joint. The test results show that the curved pipe jacking bottom curtain method is suitable for the integral salvage of sunken ships. The method of using a stirring pump to remove iron plate sand on the end plate is inefficient, which should be replaced with a more efficient method in the future. The maximum thrust for propulsion in the three pipe joints is 2.2 MN, and the maximum torque is 28 kN·m.

参考文献

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