CAJ | 학술논문

　　以上海市某工程为例，开展了四边简支足尺预制混凝土无机保温夹心墙体的平面外堆载试验，对墙体的承载能力、荷载？滑移关系、墙体变形以及墙体连接件与墙体滑移等进行了研究。研究表明：墙体的开裂荷载为208kN，是荷载设计值的7.4倍；设计荷载作用下墙体的跨中挠度为1.16mm。墙体的抗弯刚度大，抗裂度与承载力高，并具有较大的安全储备。
　　이상해시모공정위례，개전료사변간지족척예제혼응토무궤보온협심장체적평면외퇴재시험，대장체적승재능력、하재？활이관계、장체변형이급장체련접건여장체활이등진행료연구。연구표명：장체적개렬하재위208kN，시하재설계치적7.4배；설계하재작용하장체적과중뇨도위1.16mm。장체적항만강도대，항렬도여승재력고，병구유교대적안전저비。
In order to investigate the flexural behavior of pre-cast concrete inorganic insulation sandwich composite wall panel, a full-scale specimen simply supported on four sides was got from a practical project in Shanghai and a out-of-plane heaped load test of the specimen was carried out. Meanwhile, the bearing capacity, deformation and slip between FRP connector and concrete panel were studied in detail. The results show that the cracking load of the wall panel is 208kN, which is about 7.4 times of the design load. Mid-span deflection of the wall panel is 1.16mm under the action of the design load. It can be concluded that the wall panel has large flexural rigidity and load capacity and its property can completely meet the normal serviceability requirements.