Effects of Cornices on Wind Loads of Solar Panels Mounted on Gable Roof Building

被引:0
|
作者
Tu, Zhibin [1 ]
Yao, Jianfeng [1 ]
Zhou, Xing [2 ]
Wang, Dong [3 ]
Shen, Guohui [4 ]
Yu, Shice [4 ]
机构
[1] Zhejiang Univ Water Resources & Elect Power, Coll Civil Engn & Architecture, Nanxun Campus, Huzhou 313009, Peoples R China
[2] China Tobacco Zhejang Ind Co LTD, Hangzhou 310009, Peoples R China
[3] Zhejiang Elect Power Design Inst Co Ltd, China Energy Engn Grp, Hangzhou 310012, Peoples R China
[4] Zhejiang Univ, Inst Struct Engn, Hangzhou 310058, Peoples R China
关键词
solar module; gable roof building; cornice; wind loads; ARRAYS;
D O I
10.3390/su151813805
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The effects of various parameters of the solar panel and surrounding structure on wind loads acting on solar panels have been extensively investigated in prior studies. However, the parameter of cornice length has not been considered. With varying lengths of cornices, solar panels can be positioned either near or far away from the roof corner and edge, which are the locations where the largest wind-induced suction forces are likely to occur. To examine the effects of cornices, a wind tunnel test was conducted to measure the wind pressures on a solar module installed on a residential gable roof building. The cornice lengths varied from 0 m to 1.6 m, with an interval of 0.4 m. The results show that when wind blows perpendicular to the roof ridge, cornice can reduce the mean, STD, and peak pressure coefficients on the upper and lower surfaces and resulting net values. However, it should be noted that the most unfavorable area-averaged minimum peaks in the middle and trailing zones exhibit a gradual increase with the growing cornice length. Considering the potential risk of solar module failure resulting from high wind-induced suction forces, more caution is needed when installing solar modules on roofs with larger cornices.
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页数:15
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