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海上风机导管架尺寸优化策略

Dimension Optimization Strategies of Offshore Wind Turbine Jacket Foundation

  • 摘要:
    目的 在“双碳”目标的引领下,我国海上风电装机容量持续增长。文章基于对2024年海上风电竞配项目具有代表性的某近海深水场址风机导管架设计过程的分析总结,归纳了导管架基础的尺寸优化策略。对设计策略的显式化、流程化、数字化,有利于技术沉淀和自动化设计工具的开发。
    方法 通过分析先桩法导管架桩顶构造,确定水深与桩顶高程的离散分组原则。通过整理桩基承载力、灌浆连接段设计的相关规范公式,明确了确定下部根开条件下的桩径优化流程。结合导管架构件的组合特点,归并尺寸驱动参数,识别优化边界条件,制定优化策略。
    结果 研究表明:按机位水深进行分区,有利于控制风机导管架的高度型号数量;桩径选优在下部根开选优之前进行,需按频率-灌浆连接-桩长设计的顺序进行;提出了最小独立尺寸变量组,构造了优化过程存储矩阵。
    结论 当钢管桩打入深度受限时,采用承载力包络原则,否则采用砂土比例矩包络原则;桩径优化是在整机频率、灌浆轴力&抗弯承载力、轴向桩基承载力限制下的灌浆插腿、钢管桩整体钢料量最优化问题;构件截面优化需基于最小独立尺寸变量组,受构造要求约束,优先优化外径,并设置优化触发条件、震荡抑制机制和迭代退出条件。

     

    Abstract:
    Objective Under the guidance of the "dual carbon" strategy, China's offshore wind power installed capacity continues to grow. Based on the analysis and summary of the design process of a wind turbine jacket foundation at an offshore deepwater site, which is typical for the 2024 offshore wind power competitive allocation, the paper summarizes the dimension optimization strategies of jacket foundation. The explicit, process-oriented and digitalized knowledge of design strategy is conducive to technology precipitation and the development of automated design tools.
    Method By analyzing the pilehead configuration of jacket in the pre-pile design, the discrete grouping principle of water depth vs pilehead elevation is determined. The optimum flow of pile diameter under a given footprint is defined by sorting out the relevant design codes of pile foundation bearing capacity and grouting connection design. According to the assembly characteristics of jacket structure, the demension driving parameters were merged, the optimization boundary conditions were identified, and the optimization strategies were formulated.
    Result The research shows that the grouping according to the water depth is beneficial to control the number of jacket models. The pile diameter optimization should be carried out before the footprint optimization, according to the sequence of frequency-grouting connection-pile length design. The minimum independent dimension variable set is proposed and the optimization process storage matrix is constructed.
    Conclusion When the driving depth of steel piles is restricted, the bearing capacity envelope principle should be adopted, otherwise the sand proportion moment envelope principle should be adopted. Pile diameter optimization is a problem of optimizing the overall steel consumption of grouting legs and steel piles under the restrictions of the overall frequency, grouting axial force & bending moment bearing capacity and axial pile foundation bearing capacity. The cross section optimization of the member should be based on the minimum independent size variable group and be constrained by the configuration requirements. The outer diameter should be optimized first, and the optimization triggering condition, oscillation suppression mechanism and iteration exit condition should be set.

     

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