试验研究 2025年 第卷 第17期

DOI: 10.7672 / sgjs2025170153

基于拟静力试验的现浇混凝土外墙结构刚度与延性分析

张文凯,刘开发

作者简介:

张文凯,高级工程师,E-mail:794330291@ qq. com

作者单位:

中交建筑集团有限公司,北京 100022

基金项目:

∗中交建筑集团有限公司科研课题;高抗震地区等同现浇结构体系装配式建筑技术应用研究(ZJSGJ-SYB-JGB-YEL-2024010102)

摘要:

传统全现浇混凝土填充墙刚度与延性较差,在地震等外力作用下易开裂,影响建筑物安全性能。为提升建筑墙体性能,研究设计了新型聚氯乙烯结构(PVC)拉缝连接技术。新型 PVC 拉缝采用双层 U 形卡槽设计,内层固定拉缝板,外层进行防水密封设计,还内置传感器实时监测墙体应力变化。分别对剪力墙试件、新型 PVC 拉缝连接墙体、挤塑板条连接墙体进行拟静力试验,分析其墙体的荷载~位移滞回曲线、荷载~位移骨架曲线与刚度退化曲线。试验结果表明,新型 PVC 拉缝试件在正向和反向加载时,展现出良好的刚度、延性,有效提高墙体抗震性能,减少高层建筑结构损伤。

English:

Traditional fully cast-in-place concrete infill walls have poor stiffness and ductility, are prone tocracking under external forces such as earthquakes,which affects the safety performance of buildings. Toimprove the performance of building walls, a new type of PVC jointing technologywas designed anddeveloped. The new PVC jointing features a double-layer U-shaped groove design,with the inner layerfixing the jointing plate and the outer layer having a waterproof sealing design. It also has built-in sensorsto monitor the stress changes of the wall in real time. Quasi-static tests were conducted on shear wallspecimens, new PVC jointing wall specimens, and extruded polystyrene board jointing wall specimens,and the load-displacement hysteretic curves, load-displacement skeleton curves, and stiffness degradationcurves of the walls were analyzed. The test results show that, the new PVC jointing specimens exhibitgood stiffness and ductility under both forward and reverse loading, effectively improving the seismicperformance of the wall and reducing structural damage in high-rise buildings.