摘要
本文就三峡工程双线五级船闸的各闸首、闸墙在施工、调试、试运行过程中受充泄水、外界气温变化、闸门开闭等因素影响的变形情况做了初步分析。建筑物变形总体不大,无异常现象。
The paper has preliminarily analyzed the deformation of all lock heads and lock walls in double-line five-grade ship lock at Three Gorges Project. In the course of construction, test and initial operation process, which is effected by the filling & leasing water, the outside temperature variety and opening & closing the lock, etc. The total deformation of the structure is not obvious, and there isn't any abnormal phenomenon.
出处
《大坝与安全》
2004年第4期11-13,25,共4页
Dam & Safety
关键词
三峡工程
船闸
边墙
变形监测
分析
TGP, ship lock, sidewall, deformation monitoring, analysis