钢丝网架水泥夹芯楼板的试验研究

Experimental Study on Flexural Behaviour of FerroCement Sandwich Slabs

对钢丝网架水泥夹芯墙板进行了抗弯理论分析，建立了强度计算公式。进而改制成楼板，经试验验证，理论计算与试验结果吻合较好，且可满足常用荷载下的强度及刚度要求；同时对改制板的设计及施工提出了建议。

The theoretical analysis on the flexural behaviour of sandwich panel was made,and after improved,the panel can be used as slabsThe analytical flexural strength of slabs of this kind was in good agreement with the experimental resultsBesides,the tests indicate that the slab has good behaviour on strength,stiffness and ductility under the service loadFinally,the design and construction methods are suggested for the improved slabs in the paper