科技创新与应用2026，Vol.16Issue(11)：124-127,4.DOI:10.19981/j.CN23-1581/G3.2026.11.027
石材幕墙快挂背栓系统设计与计算
彭云 1王飞 1林千棚 1何忠顺 1涂雷1
作者信息
- 1. 成都建工第一建筑工程有限公司,成都 610000
- 折叠
摘要
Abstract
This research focuses on the complexity and safety hazards of traditional stone curtain walls,compiles the research and development status of back-bolted-type connected stone curtain walls,designs and strength calculations on back-bolted-type dry-hanging nodes,analyzes the popularization and application advantages of back-bolted-type dry-hanging,and studies the layout of back-bolted-type connection points.Through the shear performance test of back-bolted-type and short-slot type connected stone plates,and the connection performance test of back-bolted-type stone curtain walls panels,the connection mechanical performance of back-bolted-type stone curtain walls was studied.The research results provide a theoretical basis for the design of back-bolted joints and have guiding value for engineering practice.关键词
石材幕墙技术/背栓式干挂/系统设计/性能试验/节点设计Key words
stone curtain wall technology/back-bolted dry hanging/system design/performance test/node design分类
建筑与水利引用本文复制引用
彭云,王飞,林千棚,何忠顺,涂雷..石材幕墙快挂背栓系统设计与计算[J].科技创新与应用,2026,16(11):124-127,4.
