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严寒地区光伏支架受力分析及优化

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光伏支架作为光伏系统的重要组成部分,结构设计至关重要.为提升严寒地区光伏支架的安全性和经济性,采用有限元模拟方法对大庆市典型光伏工程进行了参数化分析和优化设计,主要探究檩条间距、立柱数量和前后立柱间距等不同结构参数对支架受力性能的影响.结果表明,支架挠度与檩条间距和立柱数量呈负相关,与前后立柱间距呈先增大后减小的趋势,临界荷载变化趋势与支架挠度变化趋势正好相反.并得出最佳优化方案:采用单块光伏板长度20%的檩条间距、斜梁水平投影60%的立柱间距、中间斜梁增加斜支撑和截面厚度2 mm的支架优化设计,此优化方案可使支架挠度降低71%.
Stress Analysis and Optimization of Photovoltaic Supports in Severe Cold Regions
As an important component of photovoltaic systems,the structural design of photovoltaic brack-ets is crucial.In order to improve the safety and economy of photovoltaic brackets in severe cold areas,finite element simulation method is used to conduct parametric analysis and optimized design of typical photovoltaic projects in Daqing City.The main focus is to explore the effects of different structural param-eters such as the spacing between purlins,the number of columns,and the spacing between front and rear columns on the stress performance of the support.The results show that the deflection of the support is negatively correlated with the spacing between purlins and the number of columns,and shows a trend of first increasing and then decreasing with the spacing between front and rear columns.The trend of crit-ical load variation is exactly opposite to that of support deflection variation.The optimal optimization plan is obtained:using a purlin spacing of 20%of the length of a single photovoltaic panel,a column spacing of 60%of the horizontal projection of the inclined beam,additional inclined support for the middle in-clined beam,and a cross-sectional thickness of 2 mm thick support bracket optimization design.This optimization scheme can reduce the deflection of the bracket by 71%.

photovoltaic bracketforcefinite element analysisdeflectionoptimization

马令勇、田航臣、韩杨、姜伟、刘功良、齐晗兵、李栋

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东北石油大学土木与建筑工程学院,黑龙江 大庆 163318

东北石油大学 黑龙江省寒区新能源热利用及防灾减灾重点实验室,黑龙江 大庆 163318

黑龙江八一农垦大学土木水利学院,黑龙江 大庆 163319

光伏支架 受力 有限元分析 挠度 优化

黑龙江省重点研发计划指导项目

GZ20220028

2024

节能技术
国防科技工业节能技术服务中心

节能技术

CSTPCD
影响因子:0.601
ISSN:1002-6339
年,卷(期):2024.42(3)