滩海油田进海路断面结构优化及防护措施研究
Cross Section Structure Optimization and Protective Measure of Sea Access Road Built in Beach Oilfield
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- DOI:
- 作者:
- 李巨川
LI Ju-chuan
- 作者单位:
- 1. 中国石化海上石油工程技术检验中心, 山东东营 257000
SINOPEC Department of Offshore Petroleum Engineering Survey,Dongying 257000, China
- 关键词:
- 滩海油田;进海路;结构优化;方案比较
beach;oilfield sea access road;structural optimization;scheme comparison
- 摘要:
- 对胜利孤东滩海海域的3种进海路结构断面及防护方案(板桩式、大膜袋装固化土式以及小跨度栈桥式)进行了稳定性计算、物理模型试验及经济技术分析比较,确定了采用大膜袋装固化土形式的进海路方案,从多方面论证了优化结构断面及防护方案的优越性,为该海域已建工程的防护方案和待建工程的设计方案选择提供了重要的参考依据。
After conducting the stability calculation, physical model test and economic and technical analyses of three kinds of sea access roads with different structural sections and protection schemes in Shengli Gudong beach area, which are the schemes of plate pile, large membranous bag filled with solidifying soil and small span trestle, the method of large membranous bag filled with solidifying soil was adopted. This paper discusses the advantages of the optimized structural section and protection scheme and provides some references for selecting protection scheme of those built projects and design scheme of those being prepared projects.2008,3(3): 12-16 收稿日期：2007-10-17分类号：U416.2作者简介：李巨川（1970-）.男，山东青岛人，工程师，毕业于天津大学海洋工程专业.主要从事海上及滩海陆岸油气生产设施发证检验工作.参考文献：
[1]杜仲凯,王守礼.固化土充泥袋技术在滩涂开发工程中的应用[J].水道港口,2004,(3):168-170.
[2]JTJ 234-2001,波浪模型试验规章[S].