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预应力装配混凝土复合墙板抗震性能试验研究
引用本文:秦士洪,何登伟,陈鹏,张瀑.预应力装配混凝土复合墙板抗震性能试验研究[J].保鲜与加工,2016(1):1-8.
作者姓名:秦士洪  何登伟  陈鹏  张瀑
作者单位:重庆大学 山地城镇建设与新技术教育部重点实验室,重庆,400045,重庆大学 山地城镇建设与新技术教育部重点实验室,重庆,400045,重庆大学 山地城镇建设与新技术教育部重点实验室,重庆,400045,四川省建筑科学研究院,成都610081
基金项目:中央高校基本科研业务费科研专项(106112014CDJZR200005)
摘    要:结合砌体结构的发展现状和住宅产业化的发展趋势,提出一种“预应力装配混凝土复合墙板”,以期望在中小城镇低层建筑民用房屋中发展一种新的结构形式来对砌体结构进行补充。为了考察该复合墙板的抗震性能,对2块不同预应力度的试件进行了拟静力试验。得到了相应试件的抗震性能指标,显示该墙板具有较好的承载能力和变形性能,分析认为所提出的墙板可以达到8度区低层民用房屋的应用要求,可以作为砌体承重墙的一种替代形式,并且对该墙板相关构造提出了改进建议。

关 键 词:预制装配结构  抗震性能  拟静力试验  混凝土复合墙板  住宅产业化
收稿时间:2015/7/28 0:00:00

Experimental analysis on seismic behavior of prefabricated concrete composite walls
Qin Shihong,He Dengwei,Chen Peng and Zhang Pu.Experimental analysis on seismic behavior of prefabricated concrete composite walls[J].Storage & Process,2016(1):1-8.
Authors:Qin Shihong  He Dengwei  Chen Peng and Zhang Pu
Institution:Key Laboratory of New Technology for Construction of Cities in Mountain Area,Ministry of Education, Chongqing University,Chongqing,400045,Key Laboratory of New Technology for Construction of Cities in Mountain Area,Ministry of Education, Chongqing University,Chongqing,400045,Key Laboratory of New Technology for Construction of Cities in Mountain Area,Ministry of Education, Chongqing University,Chongqing,400045 and Sichuan Institute of building research,chengdu,610081
Abstract:Based on the present situation of masonry structure and the development of housing industrialization, We proposed an invonative unbonded post-tensioned precast concrete composite wall to develop a new structure form in the low-rise civil construction. We studied two specimens with various levels of pre-stressing were studied experimentally by the quasi-static test system to investigate the seismic behavior of the composite wall and obtained the seismic behavior indexes of corresponding specimens. The results show that the walls have better bearing capacity and good ductility. They could meet the application requirements of the low-rise building in eight-intensity area and be used as an alternative of masonry load-bearing wall structure. We also presented some suggestions about the structure forms of the compostie wall.
Keywords:prefabricated structure  seismic behavior  quasi-static test  concrete composite wall  housing industrialization
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