XX工程结构形式框架－剪力墙结构；2、该工程地下一层；主楼地上十九层，裙楼地上三层。主楼基础采用筏板基础，钢筋RPB400级，其余钢筋主要采用RPB235级(￠)、RPB335(Ф)级；板筋除一层板采用Ф12双层双向筋外，其它板筋多数采用CRB550级（冷扎带肋￠R）。

目 录
1、工程概况·····························P2

2、施工准备·····························P2～3

3、操作工艺·····························P3

4、钢筋的绑扎及安装·····················P3～9

5、钢筋连接工艺·························P9～11

6、成品保护·····························P11

7、安全措施·····························P11～12