摘要
某外框核心筒结构超高层建筑核心筒楼板后施工,核心筒采用爬模施工,平台不稳定,通过在爬模钢模上固定接收钢平台的方式解决无接收点问题,详细阐述了测量引测及复核方式,可供类似工程参考.
During core tube floor post-construction of a super-high building with outside core tube structure, the core tube formwork climbing construction was adopted, but its platform was unstable. Receiving steel platform was fixed on the climbing steel formwork to set the receiving point. This paper introduced the pilot measurement and reviewing method in details, providing references for similar project.
作者
李根
代广伟
LI Gen;DAI Guang-wei(China Construction Third Engineering Bureau,Co.,Ltd.,430064,Wuhan,China)
出处
《建筑技术》
2019年第9期1151-1152,共2页
Architecture Technology
关键词
超高层建筑
核心筒楼板
接收钢平台
super-high building
core tube floor
receiving steel platform
