预应力空心楼板的防火设计  

Fire Resistance Design of Prestressed Hollow Floor System

作　　者：庄国伟 陈幼璠 吴燕燕 

机构地区：[1]中国建筑标准设计研究院,北京100044

出　　处：《建筑结构》2007年第8期45-46,54,共3页Building Structure

摘　　要：楼板的耐火极限由楼板产生不能承受规定荷载而破坏的极限时间和楼板面平均温度上升到规定极限值的极限时间确定。美国规范规定了热膨胀受约束和无约束两种结构体系的耐火极限。给出了美国规范中不同结构体系和不同受约束条件下的板最小厚度和保护层厚度的要求。建议在吸收外国经验的基础上,补充我国规范对防火设计的相关规定。The fire endurance limit time of floor is determined according to the limit time that the floor can bear the specified load and damage and that the surface temperature reaches the specified value. The fire endurance limit times of restrained and non-restrainod hot expanding systems are set in America code. The restrain conditions of different structural systems are introduced,and the minimum thickness of the floor and cover layer is presented in the code. It is suggested that some regulations about the fire endurance design in Chinese code should be added based on abstracting the expereinces aboard.

关 键 词：预应力混凝土空心楼板 耐火试验 耐火极限 约束条件 最小厚度 

分 类 号：TU378.5[建筑科学—结构工程]