碳纤维增强复材布加固前后T型竖缝耗能装配式剪力墙抗震性能试验研究

张玉敏; 李祥; 庞豹; 王宇亮; 蔡占军; 何斌

doi:10.13204/j.gyjzG20092309

碳纤维增强复材布加固前后T型竖缝耗能装配式剪力墙抗震性能试验研究

doi: 10.13204/j.gyjzG20092309

张玉敏^1,2,
李祥^1,2,
庞豹^1,2,
王宇亮^1,2, ,,
蔡占军^1,2,
何斌^1,2

1. 华北理工大学建筑工程学院, 河北唐山 063210;
2. 河北省地震工程研究中心, 河北唐山 063009

基金项目:

国家自然科学基金项目（51678237）；河北省建设科技研究计划项目（2020-05-02）

详细信息

作者简介:
张玉敏,女,1973年出生,博士,教授,硕士生导师

通讯作者:
王宇亮,男,副教授,硕士生导师,14522466@qq.com。

计量
- 文章访问数: 104
- HTML全文浏览量: 21
- PDF下载量: 2
- 被引次数: 0
出版历程
- 收稿日期: 2020-09-23
- 网络出版日期: 2022-02-21

EXPERIMENTAL RESEARCH ON SEISMIC PERFORMANCE OF T-SHAPED PREFABRICATED SHEAR WALLS WITH ENERGY-DISSIPATING VERTICAL JOINTS BEFORE AND AFTER STRENGTHENING WITH CFRP SHEETS

ZHANG Yumin^1,2,
LI Xiang^1,2,
PANG Bao^1,2,
WANG Yuliang^{1,2
, ,},
CAI Zhanjun^1,2,
HE Bin^1,2

1. College of Civil and Architectural Engineering, North China University of Science and Technology, Tangshan 063210, China;
2. Earthquake Engineering Research Center of Hebei Province, Tangshan 063009, China

摘要

摘要: 为研究竖缝耗能的T型装配式剪力墙接缝及整体构件的抗震性能，对2个T型竖缝耗能剪力墙试件进行拟静力试验，直至加载到试件破坏，破坏后的试件采用碳纤维增强复材（CFRP）布加固处理后进行二次加载。剪力墙的主要变化参数为轴压比（0.1、0.3），对比分析加固前后剪力墙的承载能力、滞回性能、耗能性能及刚度退化等。研究结果表明：T型竖缝耗能剪力墙具有良好的工作性能，且CFRP加固结构能快速恢复建筑使用功能。加固前后位移延性系数均接近或大于3，试件具有良好的变形能力。阻尼器具有良好的连接和工作性能，试件整体表现出较好的耗能能力。
- 装配式剪力墙 /
- 竖缝 /
- 拟静力试验 /
- CFRP布加固 /
- 抗震性能
Abstract: In order to study the seismic performance of joints and integral components of T-shaped prefabricated shear walls with enengy-dissipating vertical joints, quasi-static tests were carried out on two T-shaped shear wall specimens with enengy-dissipating vertical joints until the specimens were damaged. The damaged specimens were reinforced with carbon fiber sheets and subjected to secondary loading. The main change parameter of the shear wall was the axial compression ratio (0.1, 0.3). The bearing capacity, hysteretic performance, energy dissipation performance and stiffness degradation of the shear walls before and after reinforcement were compared and analyzed. The research results showed that:T-shaped shear wall with enengy-dissipating vertical joint showed good working performance, and the CFRP reinforced structure could quickly restore the building's function. The displacement ductility coefficients before and after reinforcement were close to or higher than 3, which reflected the good deformability of the specimen. The damper had good connection and working performance, and the specimen as a whole showed good enengy-dissipating capacity.
- prefabricated shear wall /
- vertical joint /
- quasi-static testing /
- CFRP sheet reinforcement /
- seismic performance

HTML全文

参考文献(22)

[1]	武藤清.结构动力设计[M].藤家椂, 译.北京:中国建筑工业出版社, 1984.
[2]	夏晓东.钢筋混凝土有边框开缝槽低剪力墙抗震性能的试验研究和延性设计[D].南京:东南大学, 1989.
[3]	叶列平, 康胜, 曾勇.双功能带缝剪力墙的弹性受力性能分析[J].清华大学学报(自然科学版), 1999, 39(12):79-81.
[4]	康胜, 叶列平.双功能开缝剪力墙弹性状态受力分析[C]//第七届全国结构工程学术会议论文集.石家庄:1998:669-673.
[5]	李爱群, 曹征良.带摩阻装置钢筋砼低剪力墙极限承载力分析[J].东南大学学报, 1994, 24(3):70-74.
[6]	丁祖贤.钢板阻尼器在预制剪力墙结构竖缝的应用研究[D].唐山:华北理工大学, 2019.
[7]	肖魁, 张其林.RC框架-内填带竖缝剪力墙结构的滞回性能及计算模型研究[J].振动工程学报, 2016, 29(6):1108-1118.
[8]	贾斌, 张其林, 杨彬, 等.预制框架内嵌竖缝剪力墙体系抗震性能试验[J].上海交通大学学报, 2014, 48(11):1580-1587.
[9]	SHEIKH S A, YAU G.Seismic Behavior of Concrete Columns Confined with Steel and Fiber-Reinforced Polymers[J].ACI Structural Jourmal, 2002, 99(1):72-80.
[10]	CHANG S Y, LI Y F, LOH C H.Experimental Study of Seismic Behaviors of As-Built and Carbon Fiber Reinforced Plastics Repaired Reinforced Concrete Bridge Columns[J].Journal of Bridge Engineering, 2004, 9(4):391-402.
[11]	PANTELIDES C P, OKAHASHI Y, REAVELEY L D.Seismic Rehabilitation of Reinforced Concrete Frame Interior Beam-Column Joints with FRP Composites[J].Jourmal of Composites for Construction, 2008, 12(4):435-445.
[12]	CHEUNG Y K, KWAN A K H, LU X L.Shear Tests on Simulated Connecting Beams in Reinforced Concrete Slit Shear Walls[J].Proceedings of the Institution of Civil Engineers-Structurs and Building, 1993, 99(4):481-488.
[13]	CHEUNG Y K, KWAN A K H, LU X L.Cyclic Behaviour of Connecting Beams in Reinforced Concrete Slit Shear Walls[J].Structures and Buildings, 1994, 104(3):317-324.
[14]	LI J, WANG Y, LU Z, et al.Experimental Study and Numerical Simulation of a Laminated Reinforced Concrete Shear Wall with a Vertical Seam[J].Applied Sciences, 2017, 7(6):629.
[15]	张玉敏, 白鹏宇.预制装配式剪力墙-钢板阻尼器组合体性能分析[J].建筑结构, 2018, 48(增刊2):695-698.
[16]	张玉敏, 谷玉珍.摩擦阻尼器在建筑结构减震应用的现状研究[J].建筑结构, 2018, 48(增刊2):387-392.
[17]	王宇亮, 崔洪军, 张玉敏, 等.不同开缝形式的软钢阻尼器受力性能分析及试验研究[J].工业建筑, 2019, 49(10):170-174.
[18]	中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社, 2010.
[19]	中华人民共和国住房和城乡建设部.混凝土结构试验方法标准:GB/T 50152-2012[S].北京:中国建筑工业出版社, 2012.
[20]	中华人民共和国住房和城乡建设部.混凝土结构加固设计规范:GB 50367-2013[S].北京:中国建筑工业出版社, 2013.
[21]	中华人民共和国住房和城乡建设部.建筑抗震设计规范:GB 50011-2010[S].北京:中国建筑工业出版社, 2010.
[22]	中华人民共和国住房和城乡建设部.建筑抗震试验规程:JGJ/T 101-2015[S].北京:中国建筑工业出版社, 2015.