摘要
深圳太子广场超高层塔楼采用劲性混凝土结构,针对钢骨加入给钢筋绑扎、支模等施工带来的难点。通过对构件内型钢钢骨设计、加工、钢骨安装、钢筋绑扎、模板安装等环节对节点进行深化设计,并制订相关技术措施,解决了施工难题。
The super-high tower building of Shenzhen Prince Plaza is of rigid concrete structure, and the steel frame increased the difficulties in steel bar binding and formwork installation. These construction difficulties were successfully solved through in-depth design of various nodes, such as design and process of profile steel frame, steel frame installation, steel bar binding, formwork installation, as well as application of relevant technical measures.
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-现浇混凝土框架柱、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-现浇混凝土框架、剪力墙、梁、板:11G101-1[S].