摘要
预应力混凝土框架位于梁柱节点的锚固区在设计及施工中 ,须对局部承压间接钢筋的合理设置、柱上施工缝留设位置和无粘结预应力框架锚固等加以注意 ,以免产生结构隐患。
Basing upon engineering practice,attention should be fully paid to the design and construction of anchorages of the prestressed frame joints must be strictly handled. Furthermore,there are scheduled measures and pretreatments for the working space of construction joints in columns.
出处
《建筑技术》
北大核心
1997年第3期194-195,共2页
Architecture Technology
