摘要
深圳太子广场地下2, 3层采用四棱台柱帽的无梁楼盖结构体系,施工前针对施工难点进行深化设计,制订工艺流程,应用BIM技术,对模板支拆、钢筋绑扎、混凝土浇筑等工序技术制订了质量保证措施,经济效益良好。
The B2 and B3 basement floors of Shenzhen Prince Plaza adopted four prism column cap flat slab floor structure system. In-depth design of construction difficulties were carried out before construction, process flow was established and BIM technique was used to design quality guarantee measures for formwork installation and dismantlement, steel bar binding and concrete grouting, etc. Favorable economic effect was realized.
引文
[1]混凝土结构设计规范:GB 50010-2010[S].
[2]型钢混凝土结构施工钢筋排布规则与构造详图:12SG904-1[S].
[3]混凝土结构施工详图-现浇砼框架柱、梁、剪力墙钢筋构造14SG903-2[S].
[4]混凝土结构施工图平面整体表示方法制图规则和构造详图-现浇砼框架、剪力墙、梁、板:11G101-1[S].