摘要
泰国素万那普机场新航站楼主体结构长度约为1 070m,宽度中段最宽处约为80m,两端最窄处为47m,楼层板为后张法预应力无梁板。针对泰国模架供应商规模小和工程实际特点,选取了多种工具式支撑模板体系,通过理论计算和有限元分析,支撑体系承载力和稳定性满足要求,能确保施工过程安全。
The main structure of the new terminal building of Suvarnabhumi Airport in Thailand is about1 070 m in length,the middle section is about 80 m in width,the narrowest part at both ends is 40 m in width,and the floor slab is post-tensioned prestressed flat slab.In view of the small scale of most formwork suppliers in Thailand and the actual characteristics of the project,multiple tool-typed support formwork systems are selected.Through theoretical calculation and finite element analysis,the bearing capacity and stability of the supporting system meet the requirements,which can ensure the safety of the construction process.
作者
鄢全科
封锐
申明华
李尚光
贾红学
曹磊
YAN Quanke;FENG Rui;SHEN Minghua;LI Shangguang;JIA Hongxue;CAO Lei(China Construction Eighth Engineering Division Co.,Ltd.,Shanghai 200135,China)
出处
《施工技术》
CAS
2019年第17期9-12,共4页
Construction Technology
基金
中国建筑第八工程局有限公司科技课题:泰国大型卫星候机楼关键施工技术研究与应用
关键词
模板
航站楼
预应力无梁板
支撑
有限元分析
施工方案
安全
formwork
terminal buildings
prestressed flat slab
supports
finite element analysis
construction scheme
safety