| 天花板碾压混凝土拱坝设计特点 |
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| 引用本文： | 苏岩,王毅鸣,林健勇.天花板碾压混凝土拱坝设计特点[J].水力发电,2011,37(6). |
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| 作者姓名： | 苏岩 王毅鸣 林健勇 |
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| 作者单位： | 中国水电顾问集团北京勘测设计研究院,北京,100024 |
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| 摘 要： | 天花板水电站大坝采用碾压混凝土双曲拱坝,坝高107 m.设计中根据地形地质条件,确定了首部枢纽布置及坝型、两坝肩开挖方式及坝基建基面高程,采用了有利于施工的拱坝结构分缝形式和布置,选择了先进的混凝土配合比和大坝防渗形式,保证了拱坝施工质量和进度,降低了工程投资,保证了工程的顺利进行.
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| 关 键 词： | 碾压混凝土拱坝 设计 天花板水电站 |
Features of Tianhuaban RCC Arch Dam Design |
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| Su Yan,Wang Yiming,Lin Jianyong.Features of Tianhuaban RCC Arch Dam Design[J].Water Power,2011,37(6). |
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| Authors: | Su Yan Wang Yiming Lin Jianyong |
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| Affiliation: | Su Yan,Wang Yiming,Lin Jianyong(HydroChina Beijing Engineering Corporation,Beijing 100024,China) |
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| Abstract: | The Tianhuaban Dam is a roller-compacted concrete double-curvature arch dam with a height of 107 m.According to the topographic and geologic conditions,the layout of headrace structure and dam type,the excavating methods of two abutments and the elevation of dam-foundation interface are determined,the structure joint type and layout being conducive to dam construction are adopted and the advanced concrete mix proportion and seepage control are also selected in the design of Dam.The design of Tianhuaban Dam ... |
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| Keywords: | RCC arch dam design Tianhuaban Hydropower Station |
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