结合工程实例，对空心无梁楼盖施工工艺加以介绍。
According to the construction engineering practice of teaching building, this paper presents the construction technology of hollow cover board without girder.
通过分析圆管式空心无梁楼盖的受力特点，分析了此楼板体系的计算模型及计算方法。
Through the analysis of the stress characteristics of the circular pipe cavity mushroom floor, this paper analyzes the calculating model and method of the floor slab.
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.
结合已建成的工程实例介绍了使用薄壁塑料盒作为填充体的蜂窝式空心无梁楼盖的结构型式及其设计计算方法，并提出了该类空心无梁楼盖板的挠度计算方法。
Structural type, design and calculation method of cellular voided flat slab with plastic boxes embedded in a underground garage were presented, calculating method of the deflection was proposed.
但目前对无梁空心楼板的研究仅刚刚起步，尚未建立起一套比较完整的设计计算理论和方法，实际工程中只能借助实心无梁楼盖的设计方法及设计人员的经验。
However, the research is only in a initiate stage, the complete theory of design has not been built, and the current method is only refer to the solid slab design process, or according to experience.
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.
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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