摘要
通过某现浇混凝土空心楼盖结构的工程实例,详细介绍了空心楼板的计算和钢筋配置过程。
Through a practical example of a cast-in-situ hollow concrete floor structure, the calculation of east-in-situ hollow concrete floor and reinforcement bar arrangement process were introduced.
出处
《工程建设》
2008年第4期21-23,共3页
Engineering Construction
关键词
现浇混凝土空心楼盖
筒芯
抗剪
cast-in-situ hollow concrete floor system
tube core
shearing resistance