摘要
对于工程实践中现浇砼双向板的设计进行分析 ,包括设计方法、设计配筋与理论值的比较。同时总结了常见实际工程双向板设计存在的主要问题和解决措施 。
Based on comparing the theoretical results with the practical ones about two-way cast-in-place concrete slab in practical engneering.In this paper author points out the main problems and the reasons.Moreover some suggestions are also involved.
出处
《淮阴工学院学报》
CAS
2001年第5期14-16,共3页
Journal of Huaiyin Institute of Technology
关键词
双向板
塑性设计
钢筋配筋率
板厚
砼强度
Two-Way Slab
Plastic Design
Reinforcement Ratio
Thickness of Slab
Strength of Concrete