摘要
本文结合佛山雄盛王府广场项目框支剪力墙结构的转换层柱及梁截面尺寸大、柱中设计有钢骨、梁柱接头位置有抗剪钢板等特点,重点介绍了转换层各工种、工序如何穿插衔接配合,从而解决了加快现场工期进度等问题。
This paper combined with the characteristics of columns of conversion layer and section size of large beam, steel support in column design shear plate at joint position of columns in the frame supported shear wal structure in Xiongsheng Palace Square project in Foshan city, mainly introduced the connection methods between the coordination processes of conversion layers, thus to speed up construction progress problems.
出处
《城市建筑》
2014年第23期71-71,96,共2页
Urbanism and Architecture
关键词
超大梁
大直径柱
钢骨柱
抗剪钢板
施工工序
super beam
large diameter column
steel reinforced concrete column
shear plate
construction process