承插型盘扣式模板承重体系承载力计算和现场监测对比分析  

Comparison Between the Bearing Capacity of Disk Lock Steel Tubular Type and Field Monitoring

作　　者：肖明葵[1] 徐灿 段军[1] 班宇鑫 

机构地区：[1]重庆大学城市科技学院,重庆402167 [2]重庆南州投资有限责任公司,重庆401420 [3]重庆大学土木工程学院,重庆400000

出　　处：《施工技术》2017年第14期31-35,共5页Construction Technology

基　　金：重庆市教委科技项目经费资助(KJ1402101)

摘　　要：针对某实际工程中现场浇筑3m厚板的承插型盘扣式模板承重支撑体系的支架稳定承载力问题,按照施工安全技术以及考虑规程确定的搭设方案,分别采用中国、英国和日本规范的方法以及一些研究者提出的计算方法进行了承载力计算,并对搭设的模板支架进行了现场检测。This stability bearing capacity of a disk lock steel tubular type for 3m thick plate in a practical engineering is analyzed.The system is identified according to the construction safety technical and technical codes.We do calculation with the method in technical codes of China,Britain and Japan as well as some methods proposed by researchers,and field monitoring is made latterly.

关 键 词：模板 脚手架 承载力 监测 有限元分析 

分 类 号：TU755.29[建筑科学—建筑技术科学]