现场发泡夹心墙抗震抗剪承载力性能研究

为解决节能墙体的耐久性问题,提出一种新型节能墙体——现场发泡夹心墙,并对其抗震性能进行研究。制作13片发泡夹心墙和1片实心墙,进行平面内的抗震性能试验,分析一些构造措施对墙体受力性能和变形性能的影响,并分析竖向压力和保温层厚度对相对位移差的影响。试验研究结果表明钢筋混凝土梁挑耳在加强内外叶墙连接、可靠地传递内力方面起主要作用,拉接件在现场发泡夹心墙体大变形的情况下,对保证已开裂墙体不致脱落、倒塌起到关键作用。另外,构造柱可以有效地改善墙体的变形能力。内外叶墙协同工作性能研究结果表明夹心墙抗震抗剪承载力计算应考虑外叶墙的有利影响。采用组合截面抗剪计算模式,根据试验结果回归得出内外叶墙协同工作系数,推导出现场发泡夹心墙抗震抗剪承载力计算公式。公式计算值与试验结果对比表明标准差与变异系数均满足规范要求,表明现场发泡夹心墙抗震抗剪承载力计算公式与实际情况符合较好。

Study of anti-seismic shear resistance capacity of foam-in-place cavity walls

In order to solve the durability problem of energy-efficient walls,foam-in-place cavity walls,a new type of energy-efficient walls,is proposed,and its seismic behavior is studied.13 patches of cavity walls and 1 patch of solid wall are built and seismic tests are carried out.The effects of constructional measures on the mechanical behavior and deformation properties of the walls and the effects of vertical pressure and insulation layer thickness on the relative displacement difference of the internal and ex...