| 三汊湾船闸加固改造设计 |
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| 引用本文： | 董小卓,赵一晗,张义军,张峰.三汊湾船闸加固改造设计[J].水利水电技术,2014,45(4):80. |
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| 作者姓名： | 董小卓 赵一晗 张义军 张峰 |
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| 作者单位： | （1.南京市水利规划设计院有限责任公司，江苏南京210006；2.江苏省水利工程规划办公室，
江苏南京210029；3.南京市水利建筑工程有限公司，江苏南京210001） |
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| 摘 要： | 重点介绍了三汊湾船闸加固改造设计中的技术难点,在设计中解决了新老地下连续墙和新老止水的连接、新闸首与老闸室存在最大1.5 m高差、系船设施布置和施工模板等问题,为同类船闸的加固改造提供一个成功的范例。
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| 关 键 词： | 三汊湾船闸 地下连续墙 加固改造 设计 |
| 收稿时间： | 2013-07-31 |
Design of reinforcement and improvement for Sanchawan Ship-lock |
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| DONG Xiaozhuo,ZHAO Yihan,ZHANG Yijun,ZHANG Feng.Design of reinforcement and improvement for Sanchawan Ship-lock[J].Water Resources and Hydropower Engineering,2014,45(4):80. |
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| Authors: | DONG Xiaozhuo ZHAO Yihan ZHANG Yijun ZHANG Feng |
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| Affiliation: | （1.Nanjing Water Planning and Designing Institute Co.，Ltd.， Nanjing210006, Jiangsu, China；
2.Jiangsu Water Resources Planning Office， Nanjing210029， Jiangsu, China；
3.Nanjing Water Resources Development Co.， Ltd， Nanjing210001，Jiangsu, China） |
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| Abstract: | The technical difficulties in the design of the reinforcement and improvement of Sanchawan Ship-lock are mainly introduced herein， and the problems such as the connection between the new and the old seals for both the new and the old underground continuous concrete cutoff walls， the elevation difference up to 1.5m between the new and the old lock chambers， the layout of mooring facilities， construction formwork， etc. are solved by this design； which provides a successful case for the reinforcement and improvement of the similar ship-lock. |
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| Keywords: | Sanchawan Ship-lock underground continuous concrete cutoff wall reinforcement and improvement design |
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