既有石材幕墙的复核及挂件挂接安全的探讨  

The discussion about stone curtain walls’connection’s safe in existing buildings

作　　者：陈显文 王文博 黄炳生 Chen Xianwen;Wang Wenbo;Huang Bingsheng(Nanjing Gongda Construction Technology Co.,Ltd.,Nanjing Jiangsu 210009,China)

机构地区：[1]南京工大建设工程技术有限公司,江苏南京210009

出　　处：《山西建筑》2023年第18期49-52,共4页Shanxi Architecture

摘　　要：根据石材幕墙的石板支承方式,通过幕墙各主要构件的复核计算,思考其挂件在石板槽中于施工时及施工后的受力区别;通过一既有石材幕墙挂件挂接深度的检验案例,提出幕墙挂接节点安全的检验要素。Through the rechecking calculation of Curtain wall’s main components with the stone slab supporting method,offering the connecting components’difference in stress between during and after construction.Through a stone curtain’s connecting size’s checking on a existing building,to get inspection elements on-site.

关 键 词：石材幕墙 挂接深度 施工验算 冻害 现场检验要素 

分 类 号：TU227[建筑科学—建筑设计及理论]