摘要
深圳平安金融中心外框对称布置8根钢骨混凝土巨柱,在施工过程中均采用轨道附着式超高架体钢骨混凝土巨柱爬模进行施工,通过对巨柱超高爬模架体进行科学合理设计,可提高爬模架体在各种工况下的稳定性和安全性,同时可实现提前绑扎上层巨柱结构钢筋的目标,为超高层建筑结构施工安全、进度、质量提供可靠保障。
Shenzhen Ping'an Financial Center frame symmetrically arranged eight giant steel reinforced concrete column and giant column in construction process adopts rail attached type super-tall steel reinforced concrete frame body giant column climbing formwork construction,through to the super giant column climbing formwork for scientific and reasonable design,it can improve the stability of the climbing formwork body under various conditions and safety,at the same time can achieve giant column bound and the upper structure reinforcement in advance,for high-rise building structure construction quality,safety,schedule provide a reliable guarantee.
出处
《施工技术》
CAS
北大核心
2016年第15期66-68,共3页
Construction Technology
基金
中建一局集团2015年度科技研发计划
关键词
高层建筑
轨道附着式
钢骨混凝土
爬模
巨柱
施工技术
tall buildings
rail attached type
steel reinforced concrete
climbing formwork
giant columns
construction