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地面固定式光伏支架系统的风荷载系数研究

Study on Wind Load Coefficients for Ground-Mounted Fixed Solar Panel Systems

  • 摘要:
    目的 在海外地面固定式光伏项目的设计实践中,最新版ASCE 7-22规范所推荐的风荷载系数计算方法表现出显著的保守性,易导致结构设计冗余,增加工程成本与实施难度,亟须对其适用性进行验证与优化。
    方法 文章以菲律宾某典型地面固定式光伏项目为研究对象,通过开展针对性风洞试验,获取实际风荷载分布特征,并将其与ASCE 7-22规范计算结果进行系统对比分析。
    结果 研究表明,直接采用ASCE 7-22规范系数将导致风荷载高估,造成不必要的结构冗余;而基于风洞试验所得的风荷载系数更为合理,可作为工程设计的可靠依据。
    结论 本研究通过风洞试验有效验证了规范方法在特定项目条件下的局限性,并最终获得业主认可,并采用试验数据来替代原有规范值,实现了结构设计的优化与工程经济性的提升,为类似海外光伏项目的风荷载取值提供了技术参考。

     

    Abstract:
    Objective The paper aims to establish a feasible and rational approach for determining wind load coefficients in the design of ground-mounted fixed photovoltaic (PV) support systems, addressing the excessive conservatism observed when directly applying the ASCE 7-22 standard.
    Method A representative PV project in the Philippines was selected as a case study. targeted wind tunnel tests were conducted to obtain site-specific wind pressure distributions, and the experimental results were systematically compared with those calculated using the ASCE 7-22 provisions.
    Result The comparison shows that the wind load coefficients prescribed by ASCE 7-22 significantly overestimated actual wind loads, leading to unnecessary structural redundancy, whereas the coefficients derived from wind tunnel testing provides a more accurate and economical basis for engineering design.
    Conclusion This work demonstrates that wind tunnel testing is an effective means to validate and refine code-based wind load assumptions for specific PV configurations and environmental conditions, offering practical guidance for optimizing structural design and reducing costs in overseas PV projects.

     

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