| 银珍水电站闸墩应力分析及补强加固 |
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| 引用本文： | 彭知任.银珍水电站闸墩应力分析及补强加固[J].水利与建筑工程学报,2005,3(1):58-61. |
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| 作者姓名： | 彭知任 |
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| 作者单位： | 湖南省怀化市水利电力勘测设计研究院,怀化市,418000 |
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| 摘 要： | 采用三维有限元法,分析了银珍水电站4号闸墩在不同工况下的应力分布。结果表明,闸墩混凝土强度未达到设计标准,但对其稳定无明显影响。采用环氧砂浆对闸墩损坏部位进行补强加固,取得了良好的效果。
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| 关 键 词： | 闸墩 有限元分析 补强加固 |
| 文章编号： | 1672-1144(2005)01-0058-04 |
| 修稿时间： | 2004年9月15日 |
Stress Analysis and Reinforcing and Strengthening of Pier Structure in Yinzhen Hydropower Station |
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| PENG Zhi-ren.Stress Analysis and Reinforcing and Strengthening of Pier Structure in Yinzhen Hydropower Station[J].Journal of Water Resources Architectural Engineering,2005,3(1):58-61. |
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| Authors: | PENG Zhi-ren |
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| Abstract: | In the paper, the three-dimensional FEM is used to analyze the stress distribution of No.4 pier structure in Yinzhen Hydropower Station. It is concluded that it couldn't affect the pier's stabilisation, although the strength of concrete didn't reach the design strength. It has achieved a good effect reinforcing and strengthening the destructive face by using epoxy mortar. |
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| Keywords: | pier FEM analysis reinforcing and strengthening |
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