- 摘 要
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李兴照 黄茂松 (同济大学地下建筑与工程系 上海 200092)王录民 (郑州工程学院 450052)
[提要] 对江苏徐州某粮食储备库中3座大直径浅圆仓在粮食重量作用下仓壁所受侧压力,进行了现场实仓
试验,同时又采用不同的理论分析方法进行了计算。理论值与实测值的比较分析表明,浅圆仓侧壁压力采用Column公式较为合理。结论可供浅圆仓设计者参考使用。
[关键词] 粮仓 浅圆仓 侧压力 实仓试验 Column公式An on-the-spot experiments about wall pressure were conducted on three squat silos in a granary. Four theory methods are adopted to analyze the wall pressure. Based on comparison of the results of theory analysis and experiments,conclusion is that the Column method is reasonable, which can be used in squat silos design.
Keywords: squat silo; wall pressure; on-spot experiment参 考 文 献
1.范建华,王玲,潘家宇等.大直径浅圆仓设计的探讨.郑州粮食学院院报,1998,19(2).
2.Safarian S S. Design and construction of silos and bunkers. Van Nostrand Reinhold Company Inc., 1985.
3.钢筋混凝土筒仓设计规范( GBJ77-85).中国计划出版社,1988.
4.Wilms H. Criteria for evaluation of silos design codes. Bulk solids handing, 1991, 11(11).
5.Jenike A W, Johanson T R. On the theory of bin loads. ASME, No. 68-MH-8,1968:1
6.Marcel R, Andre R. Silos-theory and practice. Trans Tech Publications, lst ed. ,Clausthal, Germany,1976.