| 吉林台一级水电站面板混凝土的质量控制 |
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| 引用本文： | 王辉. 吉林台一级水电站面板混凝土的质量控制[J]. 水利水电技术, 2006, 37(6): 69-71,75 |
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| 作者姓名： | 王辉 |
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| 作者单位： | 中国人民武装警察部队,水电第九支队,四川,成都,610036 |
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| 摘 要： | 吉林台一级水电站地处祖国西北边陲,大坝工程是按抗9度地震和满足严寒气候条件设计的。结合工程实际以及混凝土抗压、抗渗和抗冻强度的影响因素,总结了面板混凝土内在和外在质量控制要点,针对各个施工环节进行全过程质量控制,确保面板混凝土工程质量达到设计要求。
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| 关 键 词： | 面板混凝土 质量控制 吉林台一级水电站 |
| 文章编号： | 1000-0860（2006）06-0069-04 |
| 收稿时间： | 2006-04-29 |
| 修稿时间： | 2006-04-29 |
Quality control of face concrete on dam of Jilintai Hydropower Station Ⅰ |
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| WANG Hui. Quality control of face concrete on dam of Jilintai Hydropower Station Ⅰ[J]. Water Resources and Hydropower Engineering, 2006, 37(6): 69-71,75 |
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| Authors: | WANG Hui |
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| Affiliation: | The No. 9 Branch Team of Armed Police Hydropower Troops, Chengdu 610036, Sichuan, China |
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| Abstract: | The dam of Jilintai Hydropower Station I is designed with the specifications for the earthquake intensity of 9 and the severe cold climate.Based on the influencing factors of the engineering practice and the compressive strength, impermeability and frost-resistance of the concrete, the key elements of both the internal and external qualities of the face concrete are summarized herein. On the basis of this, the total quality control for each link of the whole construction process is made and then the design specification of the face concrete quality is ensured at last. |
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| Keywords: | face concrete quality control Jilintai Hydropower Station I |
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