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软弱地基中海上风电大直径缩径单桩基础结构设计研究

DESIGN OF REDUCED DIAMETER MOMOPILE FOUNDATION FOR OFFSHORE WIND TUEBINE UNDER SOFT GROUND CONDITIONS

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基于真实设计参数和环境荷载,通过PLAXIS Monopile Designer和SACS软件实现某风场机位的缩径单桩优化设计,并进行结构极限强度、结构变形、自振频率和疲劳分析计算.相比于相同上部尺寸的常规单桩基础,缩径单桩具有较大的泥面转角和水平位移,较低的竖向位移和自振频率,计算结果验证了缩径单桩基础方案的可行性,并可实现节省10.9%的用钢量.
Based on the real design parameters and environmental load,PLAXIS Monopile Designer and SACS software were used to realize the optimal design of reduced monopile in a wind field of China.The ultimate strength,structural deformation,natural vibration frequency and fatigue analysis were carried out.The reduced monopile with the same upper size had a larger mud surface angle and horizontal displacement,and a lower vertical displacement and natural vibration frequency.The results verify the feasibility of the reduced monopile scheme,and achieve a 10.9%reduction in steel consumption.

offshore wind farmsoffshore wind turbinesoffshore structuresreduced diameter monopilestructure design

赵昊、邱旭、李会、马文冠、刘鑫

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中国华能集团清洁能源技术研究院有限公司,北京 102209

海上风电场 海上风力发电机 海上风电结构 缩径单桩基础 结构设计

中国华能集团科技项目北京市科技新星计划

HNKJ23-H1820220484046

2024

太阳能学报
中国可再生能源学会

太阳能学报

CSTPCD北大核心
影响因子:0.392
ISSN:0254-0096
年,卷(期):2024.45(7)
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