| 索风营水电站大坝碾压混凝土质量控制 |
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| 引用本文： | 罗明华. 索风营水电站大坝碾压混凝土质量控制[J]. 贵州水力发电, 2004, 18(3): 74-77 |
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| 作者姓名： | 罗明华 |
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| 作者单位： | 中国水利水电第八工程局科研设计院,贵州,贵阳,550008 |
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| 摘 要： | 贵州索风营水电站大坝为全断面碾压混凝土重力坝，采用左右块全断面通仓簿层连续交替上升工艺施工，在施工过程中根据索风营工程气候条件和原材料情况，探索出一套适合于本工程的混凝土质量控制方法，使索风营水电站大坝工程在整个施工过程中处于良好的受控状态，确保了工程施工质量。
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| 关 键 词： | 碾压混凝土重力坝 索风营水电站 质量控制 溢流坝 消力池 |
| 文章编号： | 1007-0133(2004)03-0074-04 |
| 修稿时间： | 2004-03-08 |
Quality Control of Dam RCC Concrete of Suofengyin Hydropower Station |
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| LUO Ming-hua. Quality Control of Dam RCC Concrete of Suofengyin Hydropower Station[J]. Guizhou Water Power, 2004, 18(3): 74-77 |
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| Authors: | LUO Ming-hua |
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| Abstract: | The dam of Guizhou Suofengyin Hydropower Station is a full section RCC gravity one,built adopted full section thin slice continuous placing process on both sides.In the construction,a set of quality control methods has been studied according local engineering meteorological condition and its materials.Those methods ensure excellent construction quality in whole building process. |
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| Keywords: | construction of conservancy and hydropower project full section RCC gravity dam control construction quality Suofengying Hydropower Station |
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