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钢筋混凝土矩形孔口结构配筋的试验研究

Experimental research on the reinforcement scheme of the reinforced concrete rectangular opening structure

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【作者】 赵瑜史庆德崔艳玲

【Author】 ZHAO Yu 1,SHI Qing-de 2,CUI Yan-ling 3 (1.Dept.of Civil Engineering,North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou,450045,China;2.Shandong Reconnaissance,Design & Research Institute of Yellow River,Jinan 250033,China;3.An

【机构】 华北水利水电学院土木系!河南郑州450045山东黄河勘测设计研究院!山东济南250033安阳郊区水利局!河南安阳455002

【摘要】 结合某水电站矩形孔口泄水道的原材料模型试验,讨论了集中和分散配筋方式对钢筋混凝土矩形孔口结构在内外压力作用下受力性能的影响,为此类结构的合理设计提供了一定的科学依据.

【Abstract】 Based on model tests actual material of the water power station’s rectangular discharge conduit, influences of concentrated and distributed reinforcements on mechanical performances of the reinforced concrete opening structure are a enestigatedexp under both internal and external pressures.Scientific evidences are supplied for designing the analogous Structures.

  • 【文献出处】 华北水利水电学院学报 ,JOURNAL OF NORTH CHINA INSTITUTE OF WATER CONSERVANCY AND HYDROELECTRIC POWER , 编辑部邮箱 ,1999年03期
  • 【分类号】TU313.1
  • 【被引频次】7
  • 【下载频次】68
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