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Structure Force Analysis for Reinforced Concrete Bifurcation Pipe of Dongjiang Hydropower Station

机译:东江水电站钢筋混凝土分岔管结构力分析

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Bifurcated pipe belongs to complex spatial structure, and when it bears the inner and the external water pressure, the bifurcation structure enters in complex stress state. Dongjiang Hydropower Station is located upstream of the Xiangjiang River tributary in the southeastern territory of Zixing, Hunan province and it is a large hydropower projects with comprehensive benefits such as a power generation, flood control, navigation, and industrial and agricultural water using and so on. In this paper, using the finite element method of reinforced concrete bifurcation structure of Dongjiang hydropower station analyzes the stress so that the analysis results play a vital role in providing strong theoretical evidence for the operation if it is safe. The results prove that the surrounding rock are binding on the bifurcation pipe so that fork tubes can significantly reduce stress and have a positive impact on the safety for the bifurcation pipe.
机译:分叉管属于复杂的空间结构,当它承受内部和外部水压时,分叉结构进入复合应力状态。 东江水电站位于湖南省征兵东南地区的湘江支流上游,是一个大型水电项目,具有综合效益,如发电,防洪,导航和工业和农业用水等等 。 本文采用了东江水电站钢筋混凝土分岔结构的有限元法分析了压力,以便分析结果在为其安全提供强大的理论证据方面发挥着至关重要的作用。 结果证明,周围的岩石在分叉管上绑定,使得叉子可以显着减小应力并且对分叉管的安全产生积极影响。

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