Pile Driving Construction Process and Application of Offshore Wind Turbine Monopile Foundation
Yaowu WANG,
Kangsheng ZHENG,
Jihai ZHANG,
Tingjin ZHU,
Dachao LI,
Bixiong LUO,
Yongchun FAN,
Dawen ZHAO,
Yuanqing CHI,
Donghua LIU,
Yongkang ZHANG
Affiliations
Yaowu WANG
Guangdong Provincial Key Laboratory of Advanced Manufacturing Technology for Marine Energy Facilities, CRCC Harbour & Channel Engineering Bureau Group Co., Ltd., Zhuhai 511400, Guangdong, China
Kangsheng ZHENG
Guangdong Provincial Key Laboratory of Advanced Manufacturing Technology for Marine Energy Facilities, School of Electro-Mechanical Engineering, Guangdong University of Technology, Guangzhou 510006, Guangdong, China
Jihai ZHANG
Guangdong Provincial Key Laboratory of Advanced Manufacturing Technology for Marine Energy Facilities, CRCC Harbour & Channel Engineering Bureau Group Co., Ltd., Zhuhai 511400, Guangdong, China
Tingjin ZHU
Huaneng (Zhuanghe) Wind Power Generation Co., Ltd., Dalian 116400, Liaoning, China
Dachao LI
Huaneng (Zhuanghe) Wind Power Generation Co., Ltd., Dalian 116400, Liaoning, China
Bixiong LUO
China Power Engineering Consulting Group Co., Ltd., Beijing 100120, China
Yongchun FAN
China Energy Construction Group Guangdong Electric Power Design and Research Institute Co., Ltd., Guangzhou 510663, Guangdong, China
Dawen ZHAO
Shanghai Electric Wind Power Group Co., Ltd., Shanghai 200233, China
Yuanqing CHI
Guangdong Provincial Key Laboratory of Advanced Manufacturing Technology for Marine Energy Facilities, School of Electro-Mechanical Engineering, Guangdong University of Technology, Guangzhou 510006, Guangdong, China
Donghua LIU
China Energy Construction Group Guangdong Electric Power Design and Research Institute Co., Ltd., Guangzhou 510663, Guangdong, China
Yongkang ZHANG
Guangdong Provincial Key Laboratory of Advanced Manufacturing Technology for Marine Energy Facilities, School of Electro-Mechanical Engineering, Guangdong University of Technology, Guangzhou 510006, Guangdong, China
[Introduction] Offshore wind power generation is gradually being widely applied in the global energy structure transformation due to its advantages of high annual power generation and stable power generation. However, due to the complex and ever-changing marine environment for offshore wind turbine construction, this poses significant obstacles to the construction process and technical solutions of offshore wind turbine foundations. [Method] In the context of the construction project of a certain offshore wind farm, this paper analyzed the type selection criteria and feasibility of pile driving construction ships, pile stabilizing platforms and hydraulic pile hammers. At the same time, in response to the construction requirements for wind turbine foundation pile driving, the preparation work before the operation, the construction plan for the pile stabilizing platform, and the wind turbine foundation pile driving operation with the cooperation of the main-auxiliary crane ships were emphasized. Furthermore, the control and correction measures for verticality in wind turbine foundation pile driving were analyzed. [Result] Steel pipe pile driving construction process can effectively ensure the project quality and expected progress, and has significant economic benefits, safety and reliability. During the pile driving process, it's necessary to complete preliminary and final adjustments to the verticality accural control. [Conclusion] Through the study of pile driving construction technology for offshore wind turbine foundations, it will provide useful reference and inspiration for similar offshore wind turbine projects.