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。
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.
出处
《水利水电技术》
CSCD
北大核心
2014年第4期80-82,86,共4页
Water Resources and Hydropower Engineering
关键词
三汊湾船闸
地下连续墙
加固改造
设计
Sanchawan Ship-lock
underground continuous concrete cutoff wall
reinforcement and improvement
design
