地下室竖井顶板支撑体系施工技术  

CONSTRUCTION TECHNOLOGY OF SUPPORTING SYSTEM FOR BASEMENT SHAFT ROOF

作　　者：邱江 杨志超 杨小芹 肖艳明 张思维 QIU Jiang;YANG Zhi-chao;YANG Xiao-qin;XIAO Yan-ming;ZHang Si-wei(AVIC CONCT Group Co.,Ltd.,101407,Beijing,China)

机构地区：[1]中航建设集团有限公司,北京101407

出　　处：《建筑技术》2024年第8期969-971,共3页Architecture Technology

摘　　要：以经开区信创园一期项目为例,综合对比传统盘扣式满堂支撑体系,优化竖井顶板支模体系,通过运用midas Gen进行线性分析和细部受力变形分析,实现安全稳定有序、施工快捷方便,创新降低成本的科学化施工管理目标。The Xinchuangyuan Project was taken as the starting point,the traditional full-hall buttoning system was comprehensively compared,and the formwork support system of shaft roof was optimized,through the use of midas Gen linear analysis and detail analysis of deformation,to achieve safe,stable and orderly,quick and convenient construction,innovative and cost-cutting scientific construction management objectives.

关 键 词：混凝土人防结构 支撑体系 数值分析模拟 

分 类 号：TU375.2[建筑科学—结构工程]