摘要
根据刚度、面积等效的原则,介绍了将跨度近似相等的现浇混凝土空心楼板转化为等厚度实心楼板的计算理论的推导过程;并通过工程实例进行比较分析,证明现浇空心板较传统梁板体系更为经济。
Based on rigidity and area equivalence principle, the method for converting the calculation of the cast-in-place hollow floor slab into that of the solid slab of the approximate span and same thickness was presented. Through the case study of the project, the result showed that the cast-in-place hollow floor slab was less expensive than the conventional beam slab system.
出处
《广西工学院学报》
CAS
2007年第1期76-79,共4页
Journal of Guangxi University of Technology
关键词
现浇空心楼板
刚度
造价
cast-in-place hollow floor slab
rigidity
cost
