石油工程建设2024,Vol.50Issue(2) :12-16.DOI:10.3969/j.issn.1001-2206.2024.02.003

冲桩对减缓自升式平台重复插桩滑桩作用研究

Research on the role of leg jetting in relieving sliding risk of jack-up platform during re-installation close to existing footprint

邓海峰 陈建强 张宏强 祁磊
石油工程建设2024,Vol.50Issue(2) :12-16.DOI:10.3969/j.issn.1001-2206.2024.02.003

冲桩对减缓自升式平台重复插桩滑桩作用研究

Research on the role of leg jetting in relieving sliding risk of jack-up platform during re-installation close to existing footprint

邓海峰 1陈建强 2张宏强 3祁磊1
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作者信息

  • 1. 中国石油集团工程技术研究有限公司,天津 300451
  • 2. 中国石油集团海洋工程有限公司钻井工程事业部,天津 300451
  • 3. 冀东油田公司勘探开发建设监督中心,河北唐山 063000
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摘要

破坏遗留桩坑周边原状土可减缓自升式平台重复插桩滑桩作用,采用物理模拟方法开展了某一代表性自升式平台桩靴底部冲桩系统破土效果研究.研究结果表明,冲桩可有效破坏桩坑周边原状黏土,单个喷冲头的最大有效破土半径超过了1.5 m,最大喷冲深度在20 cm内,同时揭示了冲桩时间、冲桩压力、土体抗剪强度对冲桩破土效果的影响规律,并提出了一种新型插桩工艺,可提高重复就位作业效率.

Abstract

Destroying the undisturbed soil around the existing footprint relieves sliding risk during re-installation close to existing footprint.Physical simulation method was used to study soil-breaking effect of the leg jetting system at the bottom of the pile shoes of a typical jack-up platform.The results show that the leg jetting system can destroy the undisturbed clay around the existing footprint,with the maximum effective soil-breaking radius exceeding 1.5 m,and the maximum jetting depth within 0.2 m.Besides,how the jetting time,jetting pressure and soil shear strength act on the soil-breaking effect was revealed,with an innovative pile pitching process proposed,which can improve the efficiency of re-installation.

关键词

遗留桩坑/自升式平台/平台滑移/冲桩

Key words

existing footprint/jack-up platform/sliding risk/leg jetting

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出版年

2024
石油工程建设
中国石油集团海洋工程有限公 中国石油工程建设公司

石油工程建设

影响因子:0.367
ISSN:1001-2206
参考文献量6
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