新型楼板及墙体堆载试验研究

A heaped load experiment and research of a new type floor and walls

通过对采用新型钢丝网夹心苯板建成的楼板及墙体的某别墅进行现场堆载试验研究,得到了其承载能力及裂缝开展情况,为理论分析建立合理的模型提供了试验依据。试验结果表明:新型楼板的承载能力及抗裂性能均能满足要求,且节省钢筋,可用于工程实际;新型墙体承载力有限,若用于承重墙,应进一步研究。

A heaped load experiment of a villa building is carried out on the sport by new type floor and walls.The load capacity and crack distribution are obtained from the above structural members made of polystyrene core panel with wire mesh reinforcement.The results can be referenced for the theoretical analysis by using reasonable models.The experimental data shows that the load capacity and the anti-crack performance of the floor are satisfactory to meet some requirements.The steel bars can be saved to some extent in engineering practice.It can be seen that the load capacity of the new type walls is limited.So,further research should be carried out if the wall is used as the bearing structure.