| 吉林台一级水电站发电洞进水塔滑模施工 |
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| 引用本文： | 王国力,赵小龙. 吉林台一级水电站发电洞进水塔滑模施工[J]. 水力发电, 2006, 32(6): 46-48,51 |
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| 作者姓名： | 王国力 赵小龙 |
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| 作者单位： | 1. 中国水利水电第七工程局,四川,郫县,611730
2. 国电新疆吉林台水电开发有限公司,新疆,乌鲁木齐,830002 |
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| 摘 要： | 吉林台一级水电站发电洞进水塔拦污栅闸墩和事故门闸井部分高程混凝土浇筑采用液压滑模施工,滑升高度分别为56.000m和53.475m,可节省工期约150d,相应的经济效益显著。该工程液压滑模的设计、组装、钢筋安装、混凝土浇筑及缺陷处理、滑模施工技术等经验,可供有关工程参考。
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| 关 键 词： | 取水塔 液压滑动模板 施工技术 吉林台一级水电站 |
| 文章编号： | 0559-9342（2006）06-0046-03 |
| 收稿时间： | 2006-05-22 |
| 修稿时间： | 2006-05-22 |
Application of Slipforming in Power Tunnel Intake Tower Concrete Construction of Jilintai-Ⅰ Hydropower Station |
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| Wang Guoli,Zhao Xiaolong. Application of Slipforming in Power Tunnel Intake Tower Concrete Construction of Jilintai-Ⅰ Hydropower Station[J]. Water Power, 2006, 32(6): 46-48,51 |
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| Authors: | Wang Guoli Zhao Xiaolong |
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| Affiliation: | 1.The Seventh Water Conservancy and Hydropower Engineering Bureao of China, Bixian Sichuan 611730; 2.Guodian Xinjiang Jilintai Hydropower Development Co., Ltd., Urumchi Xinjiang 830002 |
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| Abstract: | Hydraulic-driven slipform was adopted in the concrete placement of trash-rack pier and emergency gate pier of power-intake tower,Jilintai 1st stage power station,with a lift height respectively of 56m and 53.475m.About 150 days were saved in construction time schedule,bringing about significant economic efficiency.The experiences obtained in hydraulic-driven slipform design,assembling,reinforcement installation,concrete placement,defect remedy and slipform operation etc can be of significant reference for other projects. |
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