摘要
为解决预制混凝土挂板与主体结构连接的难题,以上海浦东国际机场卫星厅工程外墙预制挂板施工为例,介绍了钢牛腿连接和混凝土牛腿连接2种挂板连接构造节点。经工程验证,2种连接构造均可适应主体结构变形且牢固耐久,为类似工程提供了工程经验和技术方法。
To solve the problem of connection between precast concrete hanging plate and main structure,taking the construction of precast hanging plate of outer wall of satellite hall project of Shanghai Pudong International Airport as an example,two kinds of hanging plate connection structural joints of steel corbel connection and concrete corbel connection are introduced.The engineering verification shows that the two connection structures can adapt to the deformation of the main structure and are firm and durable,which provides engineering experience and technical methods for similar projects.
作者
缪建杨
MIAO Jianyang(Shanghai Construction No.7(Group)Co.,Ltd.,Shanghai 200050,China)
出处
《建筑施工》
2022年第6期1234-1237,共4页
Building Construction
基金
上海市科学技术委员会科研项目课题(16DZ1201503)。
关键词
预制混凝土挂板
连接构造
牛腿
顶部拉结
precast concrete hanging plate
connection structure
corbel
top tie