[1]王 坦,马先前,李立巍,等.修复震损装配式剪力墙抗震性能试验研究[J].西安建筑科技大学学报(自然科学版),2023,55(02):227-234.[doi:10.15986/j.1006-7930.2023.02.010 ]
　WANG Tan,MA Xianqian,LI Liwei,et al.Experimental study on seismic performance of prefabricated shear wall for repairing earthquake damage[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2023,55(02):227-234.[doi:10.15986/j.1006-7930.2023.02.010 ]
点击复制

修复震损装配式剪力墙抗震性能试验研究()
分享到：

西安建筑科技大学学报（自然科学版）[ISSN:1006-7930/CN:61-1295/TU]

卷:
55
期数:
2023年02期
页码:
227-234
栏目:
出版日期:
2023-04-28

文章信息/Info

Title:
Experimental study on seismic performance of prefabricated shear wall for repairing earthquake damage
文章编号:
1006-7930(2023)02-0227-08
作者:
王 坦1; 2; 马先前1; 李立巍2; 刘 俊1; 郝银龙2; 周志杰1; 曹艺博2; 窦立军1
(1.长春工程学院 土木工程学院,吉林 长春 130012; 2.吉林省土木工程抗震减灾重点实验室,吉林 长春 130012)
Author(s):
WANG Tan1; 2;  MA Xianqian1;  LI Liwei2;  LIU Jun1;  HAO Yinlong2;  ZHOU Zhijie1;  CAO Yibo2;  DOU Lijun1
(1.School of Civil Engineering, Changchun Institute of Engineering, Changchun 130012, China; (2.Jilin Provincial Key Laboratory of Civil Engineering Earthquake Resistance and Disaster Reduction, Changchun 130012, China)
关键词:
震损修复;  装配式剪力墙;  增大截面法;  抗震性能
Keywords:
earthquake damage repair;  prefabricated shear wall;  enlarged section method;  seismic performance
分类号:
TU375.3
DOI:
10.15986/j.1006-7930.2023.02.010
文献标志码:
A
摘要:
对震损建筑进行加固修复能快速恢复震后的正常生活秩序,降低灾后重建的资金投入.随着装配式建筑的广泛应用,有必要针对装配式建筑震损修复后的抗震性能开展研究.本文采用两种不同方法对震损的装配式剪力墙进行修复,分别是高强灌浆料置换破损混凝土法和植筋并用钢筋网片包裹增大截面法.采用拟静力试验和有限元分析,对比修复的震损装配式剪力墙与原剪力墙在破坏模式、承载能力、延性、耗能能力、刚度退化等方面的变化,以综合评价两种方法修复剪力墙的抗震性能.研究表明,两种修复方法都能够使装配式剪力墙的承载能力得到恢复,延性和耗能能力得到提高; 使用植筋并用钢筋网片包裹增大截面法修复的试件破坏特征是钢筋网片拉断,其约束作用充分发挥,震损修复效果更好.采用的两种修复方法,施工简便、成本低,为此类结构的震损修复提供有益参考.
Abstract:
Strengthening and repairing the earthquake-damaged buildings can quickly restore the normal life order after the earthquake and reduce the capital investment in post-disaster reconstruction.With the wide application of prefabricated buildings, it is necessary to study the seismic performance of prefabricated buildings after earthquake damage repair.In this paper, two different methods are used to repair the earthquake-damaged prefabricated shear wall, which are the method of replacing damaged concrete with high-strength grouting material and the method of planting steel bar and enlarged cross-section wrapped with steel mesh.The pseudo-static test and finite element analysis are used to compare the changes of failure mode, bearing capacity, ductility, energy dissipation capacity and stiffness degradation between the repaired earthquake-damaged prefabricated shear wall and the original shear wall, so as to comprehensively evaluate the seismic performance of the shear wall repaired by the two methods.The study shows that the two repair methods can restore the bearing capacity of the prefabricated shear wall, improve the ductility and energy dissipation capacity.The failure characteristic of the specimen repaired by the steel bar planting and enlarged cross-section method is that the steel mesh is broken, its restraint effect is brought into full play, and the effect of earthquake damage repair is better.The two repair methods adopted have the advantages of simple construction and low cost, which provide useful reference for the earthquake damage repair of this kind of structures.

参考文献/References:

[1] 梅许江,苏明周,石韵等.角钢加固剪力墙墙肢底部试验研究.西华大学学报(自然科学版), 2012, 31(5),86-90
MEI Xujiang, SU Mingzhou, SHI Yun et al. Experimental study on the bottom of shear wall limbs strengthened by angle steel[J]. Journal of Xihua University(Natural Science Edition), 2012, 31(5),86-90.
[2]潘亮,刘伯权,雷拓,等.RC空间框架结构竖向倒塌分析模型及验证[J].长安大学学报(自然科学版),2018,38(3):64-70,79.
PAN L,LIU BQ,LEI T et al.RC space frame structure vertical collapse analysis model and validation[J]. Journal of Chang'an University(Natural Science Edition),2018,38(03):64-70,79.
[3]LI B, LIM C L.Tests on seismically damaged reinforced concrete structural walls repaired using fiber-reinforced polymers[J].Journal of Composites for Construction, 2010, 14(5),597-608
[4]张远淼,余江滔,陆洲导,等.ECC 修复震损剪力墙抗震性能试验研究.工程力学, 2015, 32(1),72-80
ZHANG Yuanmiao,YU Jiangtao,LU Zhouguang et al. Experimental study on the seismic performance of ECC repaired seismic damaged shear walls[J]. Engineering Mechanics, 2015, 32(1),72-80.
[5]刘香,薛鸿杰,吕鹏.加固受损装配式短肢剪力墙抗震性能研究[J].建筑结构,2019,49(11):28-32,13
LIU Xiang,XUE Hongjie,LV Peng. Study on seismic performance of reinforced damaged assembled short-limb shear walls[J]. Building Structure,2019,49(11):28-32+13.
[6]李如博,蒋隆敏,王球.CFRP网复合砂浆加固短肢剪力墙连梁抗震性能试验研究[J].湖南工业大学学报,2020,34(3):49-55.
LI Rubo,JIANG Longmin,WANG Qiu.Experimental study on the seismic performance of CFRP mesh composite mortar reinforced short limb shear wall connecting beams[J]. Journal of Hunan University of Technology,2020,34(03):49-55.
[7]冷玉坤,刘均利,余文成等.高强灌浆料加固既有RC梁抗弯性能分析[J].华侨大学学报(自然科学版),2022,43(1):51-58.
LENG Yukun, LIU Junli, YU Wencheng et al. Analysis of flexural performance of existing RC beams reinforced with high-strength grout[J]. Journal of Huaqiao University(Natural Science Edition),2022,43(01):51-58.
[8]余文成,王子恒,刘均利,等.灌浆料加固钢筋混凝土偏心受压柱研究[J].洛阳理工学院学报(自然科学版),2021,31(3):44-49,72.
YU Wencheng, WANG Ziheng, Liu Junli, et al. Research on reinforcing reinforced concrete eccentric compression columns with grout[J]. Journal of Luoyang Institute of Technology(Natural Science Edition),2021,31(03):44-49,72.
[9]廖新雪,林文修,黎桉君,等.单、双面增大截面法加固剪力墙抗震性能对比研究[J].建筑结构,2017,47(S2):395-399.
LIAO Xinxue, LIN Wenxiu, LI Anjun et al. Comparative study on the seismic performance of shear walls strengthened by single and double-sided increased section method[J]. Building Structure,2017,47(S2):395-399.

备注/Memo

备注/Memo:
收稿日期:2022-07-11修改稿日期:2023-02-20
基金项目:国家自然科学基金资助项目(51108207); 吉林省科技发展计划项目(20210506010ZP); 吉林省自然基金项目(20200201227JC)
第一作者:王 坦(1981—),男,博士,副教授,主要从事装配式建筑、结构防灾减灾相关研究.E-mail: tm_wt@ccit.edu.cn
通信作者:窦立军(1963—),男,博士,教授,主要从事装配式建筑、结构防灾减灾相关研究.E-mail: ljdou63@163.com
更新日期/Last Update: 2023-04-20