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海上升压站裙桩型导管架基础设计分析

Design Analysis of Offshore Substation with Skirt Pile Jacket Foundation

  • 摘要:
      目的  随着国内市场能源供给逐渐往新能源方向发展,海上风电在国家的大力支持下,逐步发展。作为海上风电的核心构筑物,海上升压站有着举足轻重的作用。由于导管架对水深的适应范围较广,目前国内及国际上主流的海上升压站平台,大部分采用导管架结构。根据导管架与桩的连接方式的不同,分为水下裙桩导管架以及常规的桩腿打入式导管架,根据以往经验,裙桩基础一般应用在深水区域(超过40 m)。
      方法  针对导管架海上升压站裙桩基础,从施工及设计两个方面进行介绍,在某工程的区域性地质条件下,与常规打入式导管架腿进行了设计计算对比。
      结果  分析表明:海上升压站带裙桩的导管架相比目前浅水区常规导管架,减小了桩长以及导管架杆件截面,降低了用钢量,节约了海上升压站的成本。
      结论  研究成果对海上升压站的模块化开发具有重要的应用意义。

     

    Abstract:
      Introduction  Offshore wind farm has been gradually developed with the strong support of China goverment. As the most important structure of offshore wind farm, offshore substations should be paid attention. Due to the wide range adaptability to water depth, most of the foundation of offshore substations has been currently used as jacket. According to the different connection between the jacket and pile, it was divided into skirt pile jacket and conventional jacket.
      Method  Based on past experience, the skirt pile jacket was generally used in the deep water area (more than 40 m). In this paper, based on the construction and design of skirt pile jacket, the author compared the design with the conventional jacket under the regional geological conditions of one project.
      Result  The results show that compared with the conventional jacket, the skirt pile jacket of offshore substation can reduce the length of the pile and the section of the jacket bar, thus the steel material is reduced and the cost is saved.
      Conclusion  The research results have much significance in modularization development of offshore substation.

     

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