| 达拉河口面板堆石坝趾板体型的设计 |
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| 引用本文： | 刘永智. 达拉河口面板堆石坝趾板体型的设计[J]. 西北水电, 2006, 0(2): 34-36,71 |
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| 作者姓名： | 刘永智 |
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| 作者单位： | 中国水电顾问集团西北勘测设计研究院,西安,710065 |
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| 摘 要： | 趾板是混凝土面板坝的重要组成部分,同时趾板作为灌浆平台,也是周边缝的依托,其作用特殊。达拉河口混凝土面板堆石坝地处狭窄河谷,两岸地形陡峭,根据地形、地质条件对趾板布置与结构进行设计优化,形成了适宜狭窄河谷、陡岸坡的窄趾板型式。
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| 关 键 词： | 达拉河口水电站 面板堆石坝 趾板体型 |
| 文章编号： | 1006-2610（2006）02-0034-03 |
| 收稿时间： | 2006-04-03 |
| 修稿时间： | 2006-04-03 |
Design of plinth shape for Dalahekou concrete face rockfill dam |
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| LIU Yong-zhi. Design of plinth shape for Dalahekou concrete face rockfill dam[J]. Northwest Water Power, 2006, 0(2): 34-36,71 |
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| Authors: | LIU Yong-zhi |
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| Abstract: | The plinth is an important part of concrete face rockfill dam.It has particular functions both as grouting platforms and a support of peripheral joints.Dalahekou concrete face rockfill dam is located in a narrow valley with steep banks.The design optimization of plinth structure and layout is performed to adapt for narrow valley and narrow-type plinth on steep slope. |
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| Keywords: | Dalahekou hydropower project CFRD shape of plinth |
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