摘要
针对高层及超高层建筑屋顶混凝土超大悬挑结构施工难题,以传统悬挑工字钢施工技术为基础,提出型钢组合三角架施工技术,分析其原理、特点,从现场针对性、技术先进性、工期合理性、成本经济性、安全保障性、绿色引领性六个方面对型钢组合三角架施工技术进行总结。
In view of the difficulties in the construction of super large overhanging concrete structures on the roofs of high-rise buildings,based on traditional cantilever I-beam construction technology,propose construction tech⁃nology for section steel composite triangular frame,discuss its principles and characteristics.Analyze and sum⁃marize the construction technology of section steel composite tripod from technical progressiveness,duration rationality,cost economy,safety assurance and green guidance.
作者
刘金忠
黄凯
李云杰
黄晔
LIU Jinzhong;HUANG Kai;MA Fubo;HUANG Ye(China Construction Eighth Bureau Third Construction Co.Ltd.,Nanjing 210046,China)
出处
《天津建设科技》
2024年第5期68-70,共3页
Tianjin Construction Science and Technology
关键词
高层建筑
悬挑结构
型钢组合
三角架
混凝土结构
high-rise building
cantilever structure
steel composite
tripod
concrete structure