PK梁板在装配整体式框架结构中的应用  

Application of PK Beam Plate in Precast Integral Frame Structure

作　　者：杨俊 刘星 郁谌韬 YANG Jun;LIU Xing;YU Chentao(Shanghai Construction No.5(Group)Co.,Ltd.,Shanghai 200063,China)

机构地区：[1]上海建工五建集团有限公司,上海200063

出　　处：《建筑施工》2024年第1期132-134,共3页Building Construction

基　　金：上海建工五建集团有限公司科研课题(20KY-11)。

摘　　要：针对PK预应力混凝土叠合梁、预应力混凝土叠合梁同时在一个工程中应用遇到的模板设计与计算、起重设备的选型和吊具选择以及施工工艺等问题,结合工程实际情况,形成了PK预应力混凝土叠合梁板组合的施工工艺流程,确保PK预应力混凝土叠合板吊装的精确定位及受力性能,满足工程质量要求。In view of the problems of formwork design and calculation,selection of lifting equipment and lifting tools,and construction technology when PK prestressed concrete composite beam and prestressed concrete composite beam are applied in the same project at the same time,the construction technology process of the PK prestressed concrete composite beam-slab combination is developed,taking into account the the actual situation of the project.To ensure the precise positioning and stress performance of PK prestressed concrete composite slab hoisting and meet the quality requirements of the project.

关 键 词：预应力混凝土叠合梁 预应力混凝土叠合板 框架结构 模板设计 

分 类 号：TU511[建筑科学—建筑技术科学]