受损带预制外挂墙板框架结构修复后抗震性能研究

张国伟; 安佳宁; 高海智; 张文利; 秦昌安; 薛红京; 张猛; 汪浩强; 王雅贤

doi:10.13204/j.gyjzG22080212

受损带预制外挂墙板框架结构修复后抗震性能研究

doi: 10.13204/j.gyjzG22080212

1. 北京建筑大学, 工程结构与新材料北京市高等学校工程研究中心, 北京 100044;
2. 北京建工远大建设工程有限公司, 北京 100044;
3. 北京市建筑设计研究院有限公司, 北京 100045

基金项目:

北京市西城区财经科技专项（XCSTS-TI2022-12）。

详细信息

作者简介:
张国伟,男,1979年出生,博士,教授。

通讯作者:
秦昌安,男,1992年出生,博士,实验师,qina1992@126.com。

计量
- 文章访问数: 99
- HTML全文浏览量: 15
- PDF下载量: 5
- 被引次数: 0
出版历程
- 收稿日期: 2022-08-02
- 网络出版日期: 2023-10-17

Research on Seismic Performance of Repaired RC Frames with Prefabricated Cladding Panels

1. Beijing Higher Institution Engineering Research Center of Civil Engineering Structure and Renewable Material, Beijing University of Civil Engineering and Architecture, Beijing 100044, China;
2. Beijing Jiangong Yuanda Construction Co., Ltd., Beijing 100044, China;
3. Beijing Institute of Architecture Design, Beijing 100045, China

摘要

摘要: 为研究修复加固后受损带预制外挂墙板钢筋混凝土（RC）框架结构的抗震性能，将2榀分别装有轻钢龙骨墙板和混凝土墙板的受损两层足尺框架使用碳纤维（CFRP）布和钢板等材料加固，并对其进行拟静力加载试验，对比研究加固前后2个试件的承载能力、刚度退化和耗能能力等抗震性能以及其破坏形态。试验中受损修复结构在层间位移角2.0%时的水平承载力相较于初始结构分别提升21.8%和11.2%，峰值位移角分别提升至3.3%和2.5%。结果表明：修复加固后，预制外挂墙板为结构的第二道防线，在罕遇地震时可作为受损RC框架的附加支撑，结构抗震性能得到改善。围护墙体在罕遇地震时提供的附加刚度能够减缓受损结构的刚度退化，使结构具有更大的抗倒塌冗余度。与混凝土墙板相比，轻钢龙骨墙板与RC框架连接节点破坏较少，整体结构变形能力更强，更易于震后修复。研究结果可为受损带外挂墙板RC框架结构修复后的抗震性能提供科学依据。
- 预制外挂墙板 /
- 受损框架 /
- 修复加固 /
- 拟静力试验 /
- 抗震性能
Abstract: In-plane seismic performance of the reinforced reinforced concrete (RC) frame-cladding panel structural system after the earthquake was experimentally assessed herein. Two full-scale two-story seismic-damaged RC frames with different cladding panels were repaired by carbon fiber reinforced plastics (CFRP) sheets and steel plates. Quasi-static loading was imposed on the test specimens so as to comprehensively evaluate the bearing capacity, stiffness degradation, energy consumption capacity and failure patterns. Compared with the original structure, the horizontal shear forces of the two repaired structures were increased by 21.8% and 11.2%, respectively, when the inter-story drift ratios were 2.0%. The inter-story drift ratios were increased to 3.3% and 2.5%, respectively. The results showed that the repaired and reinforced cladding panel continued to provide support for the damaged RC frame under the rarely occurred earthquake as the second line of defence, and could improve the seismic performance of the strucatre. The enclosure wall could provide additional stiffness to the main structure under the rarely earthquake and slow down the stiffness degradation of the structure, which made the structure had better anti-collapse redundancy. Compared with concrete cladding panels, the connections of light steel-framed cladding panels were less damaged, which indicated that cladding panels with light weight could alleviate the seismic damage, improve the deformation capacity of the whole structure, and was easier to repair after the earthquake. The research results could provide scientific basis for the seismic performance of reinforced RC frame-cladding panel structural system after the earthquake.
- prefabricated cladding panel /
- damaged RC frame /
- repair and reinforcement /
- quasi-static experiment /
- seismic performance

HTML全文

参考文献(12)

[1]	周琦. RC框架结构预制外挂墙板-梁节点抗震性能研究[D]. 扬州:扬州大学,2014.
[2]	MCMULLIN K. Static experimental testing to define force deformation relationships of precast concrete cladding building facade systems[C]//Structures Congress 2014. Reston, VA:Structural Engineering Institute of ASCE, 2014.
[3]	BAIRD A. Parametric investigation of seismic interaction between precast concrete cladding systems and moment resisting frames[C]//Structures Congress 2011. Reston, VA:Structural Engineering Institute of ASCE, 2011.
[4]	HENRY R, ROLL F. Cladding-frame interaction[J]. Journal of Structural Engineering, ASCE,1986,112(4):815-834.
[5]	MATTEIS G D. Effect of lightweight cladding panels on the seismic performance of moment resisting steel frames[J]. Engineering Structures,2005,27(11):1662-1676.
[6]	孙立建,郭宏超,刘云贺,等.外挂再生混凝土墙板钢框架结构抗震性能有限元分析[J].地震工程与工程振动,2017,37(4):69-78.
[7]	张爱林,马林,刘学春,等.装配式外挂墙板钢框架受力性能有限元分析[J].建筑结构学报,2016,37(增刊1):152-157.
[8]	张国伟,高海智,汪浩强,等.新型预制围护墙体-两层足尺q钢筋混凝土框架抗震性能试验研究[J].工业建筑,2022,52(6):61-70.
[9]	高海智. 新型预制围护墙体-两层足尺RC框架抗震性能研究[D].北京:北京建筑大学,2022.
[10]	周云,童博,陈章彦,等.预制减震墙板加固震损框架抗震性能试验研究[J].建筑结构学报,2019,40(10):140-148.
[11]	李斌,黄炜,刘志元,等.复合墙加固框架结构受剪性能试验研究[J].建筑结构学报,2018,39(增刊1):212-221.
[12]	中国工程建设标准化协会.碳纤维片材加固混凝土结构技术规程:CECS 146:2003[S].北京:中国计划出版社,2007.