海洋工程装备与技术 ›› 2016, Vol. 3 ›› Issue (2): 122-128.

• 海洋工程装备设计技术 • 上一篇    下一篇

LW3-1深水无潜灌浆法大悬跨处理方案

王朋飞, 林臻裕   

  1. 深圳海油工程水下技术有限公司;
  • 收稿日期:2016-03-22 出版日期:2016-04-25 发布日期:2017-11-01
  • 作者简介:王朋飞(1987—),男,工程师,主要从事水下结构物设计与安装方面的研究。
  • 基金资助:
     

Big Free Span Correction Scheme by Cement Grouting in LW3-1 Project

WANG Peng-fei, LIN Zhen-yu   

  1. COOEC Subsea Technology Co., Ltd., Shenzhen, Guangdong 518067, China
  • Received:2016-03-22 Online:2016-04-25 Published:2017-11-01
  • Supported by:
     

摘要: 海底管道悬跨是由海床未形成有效支撑而形成的,增加了管道疲劳载荷,降低了管道的完整性。在国际工程项目中采用灌浆法进行悬跨处理已有多年的应用背景,而国内项目中却非常少见,仍侧重于砂袋填充法处理。灌浆法悬跨处理的优点是处理效果牢固可靠,从已知的工程应用来看主要进行低矮悬跨处理;依现有工艺方法进行大悬跨处理,理论和操作上存在诸多缺陷,无法达到处理目标与质量。通过对普通灌浆处理方法方案、灌浆袋及施工工艺等内容进行改造创新设计,使其能满足大悬跨处理要求,完成处理任务。并通过LW3-1大悬跨处理工程实践,介绍使用无潜灌浆法进行大悬跨处理的方法,分析其特点和优势,总结工程经验,为深水大悬跨处理提供参考和技术指导。

Abstract: Free spans on subsea pipelines are spans of the pipeline unsupported by the seabed and pipelines with long free spans are subject to increased fatigue loads and reduced pipeline integrity. Free spans corrected by cement grouting have been used for many years in international engineering projects, but there are few applications in China. Sand bags are still used very commonly in domestic projects. However, most projects corrected by cement grouting are low spans, since this method is not suitable for high span correction in technology and operation. For the high and big spans, a permanent solution is needed. Based on the common grouting correction procedure, through the technology improvement and design optimization, we make it meet the requirements of large span correction. Through the practice of LW3-1 project, we introduce the method of grouting, analyze the characteristics and advantages, point out the way for its development and provide a guideline for the large span correction.

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