摘要
采用无粘结预应力后张法施工工艺,完成了24m跨框架梁施工。
Using Non-binding Prestressed And Post-tensioned Method Was Successfully Completed 24m Concrete Frame Girder.
出处
《建筑施工》
1998年第6期9-11,共3页
Building Construction
关键词
无粘结钢绞线
预应力
后张法
框架梁
高层建筑
Non-bending Steel Cable
Prestressed Concrete
Post-tensioned Concrete