应用研究 2026年 第卷 第10期

DOI: 10.7672 / sgjs2026100134

超大直径 HDPE 海底管道水下插接施工力学响应与关键技术

王兆忠¹,于雯雯²,梁邦炎²

作者简介:

王兆忠,高级工程师,E⁃mail:wangzhaozhong@ ccccltd. cn

作者单位:

1. 中交第四航务工程局有限公司,广东 广州 510290; 2. 中交四航局第二工程有限公司,广东 广州 510230

基金项目:

∗中交第四航务工程局有限公司科研课题:基于大直径管道取排水的海水冷却关键技术研究(2023⁃A⁃3⁃Ⅰ⁃09)

摘要:

针对超大直径 HDPE 海底管道最终合龙段水下对接中存在的管口难对位、变形难控制及连接安全难统一的问题,依托沙特吉赞 JIGCC 取排水工程,提出合龙段适度加长并反向拉弧的水下插接安装方法. 建立端部约束下的力学分析模型,研究增长量、弧线形态、管口位移与内力响应之间的关系,并验算法兰环承载能力. 结果表明,预留增长量主要转化为管口位移,管段伸长消耗占比较小;牵拉作用形成的双弧线形能实现位移协调,结构响应以整体受弯为主;各工况下管段强度和法兰连接均满足要求. 最终合龙可由经验性水下调整转化为参数可控的柔性变形协调过程.

English:

Aiming at the problems of difficult alignment, difficult control of deformation and difficultunification of connection safety in the underwater docking of the final closure section of super⁃largediameter HDPE submarine pipe, based on the JIGCC water intake and drainage project in Gizan, SaudiArabia, an underwater connection installation method of moderately lengthening the closure section andreverse arcing is proposed. The mechanical analysis model under end constraints is established to studythe relationship between growth, arc shape, nozzle displacement and internal force response, and tocheck the bearing capacity of flange ring. The results show that the reserved growth is mainly transformedinto the displacement of the nozzle, and the elongation consumption of the pipe section is small. Thedouble arc shape formed by the pulling effect can achieve displacement coordination, and the structuralresponse is mainly overall bending. Under various working conditions, the strength of the pipe sectionand the flange connection meet the requirements. Finally, the closure can be transformed from empiricalunderwater adjustment into a flexible deformation coordination process with controllable parameters.