摘要
南京金鹰天地广场T1塔楼的核心筒结构建造采用了钢梁与筒架交替支撑式整体爬升钢平台模架。实践表明,这种整体钢平台模架整体性强,模块化拼装体型适应性强,并具备两层同步施工能力,在超高建筑复杂核心筒结构建造中效果良好。
The steel beam and frame alternately supported integral climbing platform formwork is utilized in the core tube structure building of T1 Tower of Nanjing Jinying Tiandi Plaza.The practice shows that this kind of integral steel platform formwork has strong integrity,strong adaptability of its modular assembly,synchronous construction capability in two layers,and good effect in construction of ultra-high building complex core tube structure.
作者
马静
MA Jing(Shanghai Construction Group Co.,Ltd.,Shanghai 200080,China;Shanghai Engineering Research Center of Mega Structure Construction Technology and Equipment,Shanghai 201114,China)
出处
《建筑施工》
2019年第1期109-112,共4页
Building Construction
基金
上海市科学技术委员会科研计划项目(18DZ2282800)
关键词
超高层建筑
核心筒
钢平台
剪力钢板层
伸臂桁架层
ultra-high building
core tube
steel platform
steel-plate shear wall
cantilevered truss layer
