【摘要】 对框架结构现浇单向板的计算提出一种更为合理的计算简图，其考虑了框架边梁对单向板的弯曲转动的有限约束作用，按塑性内力重分布理论对纯框架现浇单向板楼盖进行了全过程的分析和计算，得出了相应的弯矩系数，并给出了板有关的配筋构造和建议，可供设计施工部门参考更多还原

【Abstract】 A more rationalcal culating diagram is presented here for the in-situ one-way floorslab in frame structure. By consideration that the edge beams of frame have finite restraint to the bending rotation of the one-way floor slab,a series of new bending moment coefficients and rein force ment construction for the one-way floor slab design are given in this paper.更多还原