摘要
大源渡泄水闸低堰闸墩设计采用 4 80 0 k N预应力锚索来改变牛腿内和牛腿前方闸墩的应力状态 。
In design of low barrage pier of release sluice at Dayuandu hydropower project , 4800 kN pre stressed anchor cable is used to change stress state in bracket and before bracket . According to construction conditions , construction technique of pre stressed anchor cable in pier and some problems for attention in construction are presented.
出处
《四川水力发电》
2000年第3期28-31,65,共5页
Sichuan Hydropower
