CAJ | 학술논문

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。
본문결합불산웅성왕부엄장항목광지전력장결구적전환층주급량절면척촌대、주중설계유강골、량주접두위치유항전강판등특점，중점개소료전환층각공충、공서여하천삽함접배합，종이해결료가쾌현장공기진도등문제。
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.