探讨了加面层的预应力混凝土楼板、加面层的预应力混凝土空心楼板、不加面层的预应力混凝土空心楼板的板端和板侧的构造,并对其进行了分析比较,最后,在加强装配整体式楼板的抗震性能的基础上提出了新的构造方式.%This article expounds the floor ends and sides joint constructions of prestressed concrete slab and prestressed concrete hollow slab with added surface,as well as prestressed concrete hollow slab without added surface,and the comparation are available. Finally, some new construction methods are raised based on improving the seismic performance of integrally assembled prestressed concreternslab.
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