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作 者:马月虹[1] 刘霞[1] 马彩雯[1] 孙俪娜[1] 姜鲁艳[1] 刘振虎[2]
机构地区:[1]新疆农业科学院农业机械化研究所,乌鲁木齐830091 [2]新疆农业科学院科研管理处,乌鲁木齐830091
出 处:《新疆农业科学》2014年第6期1044-1052,共9页Xinjiang Agricultural Sciences
基 金:新疆维吾尔自治区"十二五"重大专项"高效设施农业关键技术装备应用研究与示范"(201130104-1)
摘 要:【目的】温室屋面为两个坡面、一个拱形面共同组成,风雪载荷较为复杂。对新疆北部地区日光温室风雪载荷进行计算分析,为新疆设施农业进行温室结构设计提供参考和实践依据。【方法】就新疆西山农场日光温室的风雪载荷展开分段式分析计算。【结果】所得风雪载荷值Wk=0.446 7 KN/m2、S=0.86 KN/m2,在《建筑结构荷载规范》(QB50009-2012)雪载值和风载值的范围内,并通过了生产实践检验。【结论】分段式方法分析计算温室复合屋面风雪载荷准确可行。[ Objective] Under the background of facility agriculture development in Xinjiang, the varietyof load needs to be calculated in the greenhouse structure design, among them, the wind - snow load is themost important, because the greenhouse roof is made of two slopes and an arch surface. [ Method ] The wind -snow load was calculated and analyzed in designing sunlight greenhouses by stages in Xishan Farm in Xinjiangin this paper. [ Result] The results of wind - snow load ( wk = 0. 446,7KN/m2, S = 0.86 KN/m2 ) accordedwith Load Criterion of Building Structures ( QBS0009 - 2012), which proved feasible in practice. [ Condu-sion] It proved that the calculation of the wind -snow load of the greenhouse composite roofs by stages was ac-curate and feasible ,which offered practical basis and references for sunlight greenhouse design.
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