| RC加气混凝土砌块组合墙加固框架抗震性能试验研究 |
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| 引用本文： | 郭猛,王双娇,袁泉,刘志元,黄炜.RC加气混凝土砌块组合墙加固框架抗震性能试验研究[J].保鲜与加工,2016(4):78-85. |
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| 作者姓名： | 郭猛 王双娇 袁泉 刘志元 黄炜 |
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| 作者单位： | 中国建筑科学研究院 结构所, 北京 100013,北京交通大学 土木建筑工程学院, 北京 100044,北京交通大学 土木建筑工程学院, 北京 100044,西安建筑科技大学 土木工程学院, 西安 710055,西安建筑科技大学 土木工程学院, 西安 710055 |
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| 基金项目： | 国家自然科学基金（51308522）；中央高校基本科研业务费专项资金（2015JBM065） |
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| 摘 要： | RC加气混凝土砌块组合墙（简称组合墙）是由混凝土梁柱网格与加气混凝土砌块组合形成的一种轻型网格式抗震墙，可用于框架结构的抗震加固。笔者进行了1/2比例空框架试件、组合墙试件和组合墙加固框架试件的低周反复荷载试验，分析了各试件的主要破坏过程，对比了组合墙加固框架前后试件承载能力、刚度等抗震性能变化。试验结果及分析表明：组合墙加固框架后承载力、抗侧刚度有较大幅度提高，中大震及大震阶段其承载力、等效刚度约为空框架和组合墙单独受力之和的0.9倍，两者具有良好的协同工作性能；加固试件的破坏过程基本上遵循填充砌块混凝土框格外框架的破坏顺序，能够发挥组合墙多重抗震防线的特点，采用RC加气混凝土砌块组合墙加固框架是一种较为经济实用的加固方法。
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| 关 键 词： | 框架结构 RC加气混凝土砌块组合墙 加固 抗震性能 试验 |
| 收稿时间： | 2016/1/10 0:00:00 |
Seismic performance experimental analysis of the frame strengthened by composite walls of RC-autoclaved aerated concrete blocks |
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| Guo Meng,Wang Shuangjiao,Yuan Quan,Liu Zhiyuan and Huang Wui.Seismic performance experimental analysis of the frame strengthened by composite walls of RC-autoclaved aerated concrete blocks[J].Storage & Process,2016(4):78-85. |
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| Authors: | Guo Meng Wang Shuangjiao Yuan Quan Liu Zhiyuan and Huang Wui |
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| Institution: | Structure Institute, China Academy of Building Research, Beijing 100013, P. R. China,School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, P. R. China,School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, P. R. China,School of Civil Engineering, Xi''an University of Architecture and Technology, Xi''an 710055, P. R. China and School of Civil Engineering, Xi''an University of Architecture and Technology, Xi''an 710055, P. R. China |
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| Abstract: | Composite walls of RC-autoclaved aerated concrete blocks(CWR) consisting of concrete beam-column grid and aerated concrete blocks was a new type of shear wall, which could be used to strengthen the seismic performance of frame structure. Cyclic reversed loading tests were conducted on frame specimen without CWR, CWR specimens and CWR with outer frame specimens. All the specimens were in the scale of 1:2. The main failure process of the specimens were analyzed. The seismic performances of the frame such as bearing capacity, stiffness and so on before and after being strengthened by CWR were studied. Test results showed that the bearing capacity and lateral stiffness of the strengthened frame structure were increased greatly and about 0.9 times as large as the sum of outer frame structure and CWR that possessed good cooperative work performance. The damage process of the strengthened specimens basically followed the sequence of filling block, reinforced concrete frames and outer frame, and thus could bring the Multi-defense seismic characteristics of the CWR into full play, which indicated that strengthening frame structure with CWR was economic and convenient. |
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| Keywords: | frame structure composite walls of RC-autoclaved aerated concrete blocks strengthening seismic performance experimental |
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