周昳鸣,闫姝,姚中原.海上风机塔架和单桩一体化试验设计方法[J].南方能源建设,2021,08(04):16-25.. DOI: 10.16516/j.gedi.issn2095-8676.2021.04.003
引用本文: 周昳鸣,闫姝,姚中原.海上风机塔架和单桩一体化试验设计方法[J].南方能源建设,2021,08(04):16-25.. DOI: 10.16516/j.gedi.issn2095-8676.2021.04.003
ZHOU Yiming,YAN Shu,YAO Zhongyuan.Design of Experiment for Integrated Offshore Windturbine Tower and Monopile[J].Southern Energy Construction,2021,08(04):16-25.. DOI: 10.16516/j.gedi.issn2095-8676.2021.04.003
Citation: ZHOU Yiming,YAN Shu,YAO Zhongyuan.Design of Experiment for Integrated Offshore Windturbine Tower and Monopile[J].Southern Energy Construction,2021,08(04):16-25.. DOI: 10.16516/j.gedi.issn2095-8676.2021.04.003

海上风机塔架和单桩一体化试验设计方法

Design of Experiment for Integrated Offshore Windturbine Tower and Monopile

  • 摘要:
      目的  国内海上风电项目的业主在招主机标时,对风机厂商提供的基础顶载荷和塔架质量提出要求,在招设计标时很少对设计院提供的基础质量提出要求;详细设计阶段时风机厂商和设计院分别对塔架和基础进行设计,因此通常难以得到塔架和基础总质量最小的全局最优设计。
      方法  提出了海上风机塔架和单桩一体化试验设计方法,通过对某海上风电项目进行试验设计得到多个不同塔架构型、塔底和单桩直径的设计方案,并通过载荷计算、塔架和单桩设计迭代优化得到相应的基础顶载荷、塔架质量和单桩质量等结果。
      结果  研究表明:基础顶载荷或塔架质量最小的方案不是塔架和单桩总质量最小的方案。通过试验设计方法可以给出单桩和塔架总质量最小的最优设计。
      结论  研究成果表明,在设计中采用一体化试验设计方法寻找塔架和单桩总质量最小的全局最优设计是降低海上风电度电成本的有效方法。业主将制定塔架和基础总造价最小的招标规则,要求采用一体化试验设计方案找到全局最优设计。

     

    Abstract:
      Introduction  When inviting bids for domestic offshore wind power projects, the owner often puts forward requirements for the foundation top load and tower mass provided by the windturbine manufacture, and rarely put forward requirements for the the foundation mass provided by the design institute. During the detailed design stage, the windturbine manufacturer and the design institute optimize the tower and foundation respectively in turn, so it is usually difficult to get the global optimal design with the minimum total mass of the tower and foundation.
      Method  An integrated test design method of offshore wind turbine tower and monopile was proposed. Through the test design of an offshore wind power project, several design schemes with different tower types, tower bottoms and monopile diameters were obtained, and the corresponding foundation top load, tower mass and monopile mass were obtained through load calculation and iterative optimization of tower and monopile design.
      Result  The results show that the design with the smallest tower bottom load or tower mass is not the optimal one with the smallest mass of the whole support structure. The optimal support structure design with the lightest total mass of tower and monopile can be obtained by the experimental design method.
      Conclusion  Based on the results of this paper, it is an effective method to reduce the cost of offshore wind power by adopting the integrated design of experiment of tower and monopile in finding the global optimum for the whole support structure. In the future offshore wind power bidding stage, the owner will formulate the optimal rules for the whole cost of the tower and monopile, and require the use of integrated design of experiment.

     

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