| 三峡水电站钢衬钢筋砼压力管道承载能力研究 |
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| 引用本文： | 张仲卿,梁政.三峡水电站钢衬钢筋砼压力管道承载能力研究[J].广西大学学报(自然科学版),1998,23(4):303-308. |
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| 作者姓名： | 张仲卿 梁政 |
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| 作者单位： | 广西大学土木建筑工程学院 |
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| 基金项目： | 国家“八五”重点科技攻关项目 |
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| 摘 要： | 结合三峡水电站直径为１２．４０ｍ压力引水管道仿真结构模型试验，研究大直径钢衬钢筋混凝背管的裂缝开裂，温度应力和承载能力，为这种超大型管道设计提供依据。
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| 关 键 词： | 压力管道 裂缝 承载能力 水电站 钢筋混凝土 |
Study on the Bearing Capacity of the Steel Liner and Reinforced Concrete Penstock for Three Gorges Hydroelectric Station |
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| Zhang Zhongqing,Liang Zheng,Wei Youjian.Study on the Bearing Capacity of the Steel Liner and Reinforced Concrete Penstock for Three Gorges Hydroelectric Station[J].Journal of Guangxi University(Natural Science Edition),1998,23(4):303-308. |
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| Authors: | Zhang Zhongqing Liang Zheng Wei Youjian |
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| Abstract: | This paper presents a simulation model test of the steel liner and reinforced concrete penstock in Three Gorges project,analysis of crack type and develop,temperature stress and bearing capacity for the penstock.These study are valuable for the design. |
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| Keywords: | penstock temperature stress crack bearing capacity |
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