海上升压站平移过程中高桩基底应力的安装技术和数值模拟

Q3 Environmental Science

Strategic Planning for Energy and the Environment Pub Date : 2024-01-14 DOI:10.13052/spee1048-5236.4325

Maoqiang Zhou

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引用次数: 0

摘要

海上变电站基础主要采用导线支撑架结构，海上变电站上部构件安装主要采用起重船吊装。浙能沙 300 兆瓦海上风电项目 "海上变电站采用高桩帽基础，上部构件采用平移安装方式。创新的基础设计和安装方案共同构成了该项目的基础，本文对此进行了详细探讨。此外，还进行了数值模拟，检查了高桩帽地基在上部岩块平移过程中的承载性能，从而对海上风电项目的设计和施工有了更深入的了解。

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Installation Technique and Numerical Simulation of Stress on High-Pile Footings During the Translation of Offshore Booster Stations

The foundation of the offshore substation mainly adopts the structure of a conductor support frame, and the installation of the upper blocks of the offshore substation mainly employs a lifting vessel for hoisting. The “Zhegen Sha 300 MW Offshore Wind Power Project” adopts a high-pile cap foundation for the offshore substation, making use of a translational installation method for the upper blocks. The innovative foundation design and installation scheme together form the basis of this project, which is explored in detail in this paper. Numerical simulations examining the bearing performance of the high-pile cap foundation during the translational process of the upper blocks are also performed, allowing finer insights into the design and construction of offshore wind power projects.

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来源期刊

Strategic Planning for Energy and the Environment Environmental Science-Environmental Science (all)

CiteScore

1.50

自引率

0.00%

发文量