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混凝土平屋顶光伏支架及基础优化设计与应用

Optimization Design and Application on Photovoltaic Support and Foundation of Flat Concrete Roof

  • 摘要:
      目的  由于分布式光伏发电项目平价上网的趋势愈加明显,对于光伏发电项目各方面的优化设计就显得越来越重要。
      方法  结合山东某屋顶分布式光伏发电项目,对支架倾角、组件布置方式、支架基础选型等方面进行优化设计,并通过PKPM建模计算,着重对组件支架不同立柱间距时的材料用量和经济性进行对比分析。
      结果  计算结果表明:选取混凝土支墩配重基础时,立柱间距2.4 m时的钢材用量比2.0 m、2.8 m、3.2 m时分别节约5.23%、27.5%、37.9%,总费用分别节约0.55%、27.5%、37.9%。
      结论  研究表明:2.4 m立柱间距时用钢量、混凝土用量以及造价均达到最优。

     

    Abstract:
      Introduction  Due to the tendency of distributed photovoltaic power generation projects becoming more and more popular on the Internet, it is more and more important for the optimal design of various aspects of photovoltaic power generation projects. Based on a rooftop distributed PV power generation project in Shandong Province.
      Method  This paper optimized the design of bracket inclination, component arrangement and bracket foundation selection. Through PKPM modeling and calculation, the paper emphasized on material usage and economy.
      Result  The results show that when the concrete base weight is 2.4 m, the steel cost is 2.4 m, 2.8 m and 3.2 m, the total cost can be reduced by 0.55%, 27.5% and 37.9%.
      Conclusion  We demonstrate that the steel volume, the concrete dosage and the cost are all optimized when the distance between the two columns is 2.4 m.

     

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