介绍了现浇钢筋混凝土空心无梁楼盖结构体系的原理、边支承空心楼盖设计原理、刚度计算等方面的问题。
This paper introduces the design principle of cast-in-situ reinforced concrete hollow floor, the design method of side supporting hollow floor, stiffness account and so on.
本文在分析现浇钢筋混凝土空心板无梁楼盖和扁梁的力学性能的基础上,推荐了一种新型的楼盖体系:现浇钢筋混凝土扁梁—空心板楼盖。
The method of virtual intersection girder was applied to analyse the mechanical behavior of an actual project of cast-in-site reinforced concrete hollow girderless floor in this paper.
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