山地光伏大跨度双层索柔性支架研究分析OA
Research and Analysis of Large-Span Double-Layer Cable Flexible Support Structures for Mountainous Photovoltaic Systems
随着光伏行业的快速发展,柔性光伏支架相较于传统固定支架,具有更强的地形适应性、更高的空间利用率以及更小的土地开挖量等优势,因而在地势平坦地区得到广泛应用.然而,在地形复杂、地势起伏的山地,大跨度柔性支架的应用相对较少.针对山地大跨度柔性支架应用难度大的问题,笔者以某山地光伏项目为例,基于实际测量的地形数据,利用有限元软件建立一个水平投影跨度为 51m的双层索柔性支架模型,满足了项目 2.5 m净空的要求.通过对该柔性支架系统的索挠度、索应力以及支座反力进行分析,验证了大跨度双层柔性支架在复杂山地的可靠性和适用性.此外,还提出了在施工过程中确保支架系统稳定的措施和建议,可为后续类似工程的设计与施工提供参考.
With the rapid development of the photovoltaic(PV)industry,flexible PV supports have gained widespread application in flat areas due to their superior adaptability to terrain,higher space utilization,and reduced land excavation compared to traditional fixed supports.However,flexible supports with large spans are less commonly applied in mountainous regions with complex terrain and undulating ground.To address the challenges associated with the application of large-span flexible supports in mountainous areas,the authors take a specific mountain PV project as an example,based on actual measured terrain data,a double-layer cable flexible support model with a horizontal span of 51 meters was established using finite element software,meeting the project requirement of a 2.5-meter clearance.By analyzing the cable deflection,cable stress,and support reactions of the flexible support system,the reliability and applicability of the large-span double-layer flexible support in complex mountainous terrain were validated.Additionally,measures and suggestions to ensure the stability of the support system during construction were proposed,which can serve as a reference for the design and construction of similar projects in the future.
陈松;汪俊虎;陈默然;易金刚;刘军
中国电建集团贵州电力设计研究院有限公司,贵州 贵阳 550008中国电建集团贵州电力设计研究院有限公司,贵州 贵阳 550008中国电建集团贵州电力设计研究院有限公司,贵州 贵阳 550008中国电建集团贵州电力设计研究院有限公司,贵州 贵阳 550008中国电建集团贵州电力设计研究院有限公司,贵州 贵阳 550008
动力与电气工程
山地光伏大跨度柔性支架有限元
mountain photovoltaiclarge-spanflexible support structurefinite element
《红水河》 2025 (1)
33-36,42,5
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