电力勘测设计Issue(10)：26-31,6.DOI:10.13500/j.dlkcsj.issn1671-9913.2025.10.005
海上升压站基础结构设计选型分析
Design and Selection Analysis of Offshore Booster Station Infrastructure
张永飞 1高志康 1张平 1周芳 1李平1
作者信息
- 1. 山东电力工程咨询院有限公司,山东 济南 250013
- 折叠
摘要
Abstract
As the core structure of offshore wind power station,the selection of its lower foundation and the safety of its structure are very important.According to the different jacket structure and pile connection mode of offshore booster station,the lower support structure is mainly divided into pile leg type,skirt pile type and suction tube type jacket foundation.In view of the complex factors involved in the selection of foundation type in the design of the offshore booster station foundation,in order to reduce the influence of subjective factors and make the foundation selection more scientific and reasonable,the design calculation and comparison of the pile-type and suction tube jacket foundation were carried out based on the finite element software under the regional geological conditions of a certain project,so as to compare the mechanical characteristics of the two foundation types.The analysis shows that both skirt pile and suction jacket can meet the engineering needs.Compared with pile leg jacket,the interface between pile length and cross-section is reduced,and the amount of steel used is effectively reduced.关键词
海上升压站/基础型式/受力特性/结构设计Key words
offshore booster station/foundation type/force characteristics/structural design分类
信息技术与安全科学引用本文复制引用
张永飞,高志康,张平,周芳,李平..海上升压站基础结构设计选型分析[J].电力勘测设计,2025,(10):26-31,6.
