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本文通过对一钢筋混凝土空腹夹层板柱-剪力墙结构 (三层 )1／ 3缩尺模型在水平荷载和竖向荷载作用下的试验研究，探讨了这种结构在加载过程中的受力性能、承载力极限状态下空腹夹层板的破坏特征及这种结构体系的安全储备。试验表明，钢筋混凝土空腹夹层板是一种刚度好、安全储备较高的新型楼 (屋 )盖结构体系。
In this paper, the experimental study of a 1/3 scale model of a sandwich-column-shear wall structure (3-story) sandwich reinforced concrete sandwich panel under horizontal load and vertical load is carried out to discuss the force of this structure during loading Performance, ultimate capacity of the load-bearing sandwich plate failure characteristics and the safety of this structural system. The test shows that the reinforced concrete sandwich panel is a new building (house) cover system with good rigidity and high safety reserve.