地震损伤钢筋混凝土结构修复加固方法试验研究

倪国葳; 姜忻良

doi:10.13204/j.gyjz201302010

地震损伤钢筋混凝土结构修复加固方法试验研究

doi: 10.13204/j.gyjz201302010

倪国葳^1,2,
姜忻良¹

1.
1. 天津大学,天津300072;
2.
2. 河北联合大学,河北唐山063009

基金项目:

河北省自然科学基金项目(10276903D);河北理工大学科学研究基金资助项目(2006-24)

详细信息

作者简介:
倪国葳,男,1971年出生,博士,教授. 电子信箱:tjngw@126.com

中图分类号: TU746.3
计量
- 文章访问数: 123
- HTML全文浏览量: 8
- PDF下载量: 105
- 被引次数: 0
出版历程
- 收稿日期: 2012-05-24
- 刊出日期: 2013-02-20

REINFORCEMENT AND REPAIR METHOD OF EARTHQUAKE DAMAGED CONCRETE STRUCTURES

Ni Guowei^1,2,
Jiang Xinliang¹

1.
1. Tianjin University,Tianjin 300072,China;
2.
2. Hebei United University,Tangshan 063009,China

摘要

摘要: 针对地震损伤钢筋混凝土结构,采用静力加载试验的方法,对不同配筋率的钢筋混凝土梁和不同轴压比作用下的柱进行了水平低周反复荷载作用下加载试验,研究采用粘贴钢板、粘贴碳纤维布等方法加固修复损伤钢筋混凝土结构的效果。同时从安全可靠性、施工方便性和经济适用性方面对各种加固方法特点进行总结,通过对地震损伤钢筋混凝土结构采用不同的加固方法进行试验研究,为实际地震损伤建筑加固修复工程及抗震加固工程提供有价值的参考和建议,为抗震鉴定、加固修复标准修订提供理论依据。
- 地震 /
- 损伤 /
- 钢筋混凝土 /
- 修复加固 /
- 碳纤维
Abstract: Reinforcement and repair methods of earthquake damaged concrete structures was studied in this paper.RC beams with different reinforcement ratio and RC columns with different axial compression ratio were experimented under horizontal low cyclic loading.The effect of pasting armor plate or carbon cloth on damaged concrete structures was analysed.The features of different reinforcement and repair methods were summed up in the paper.Practical suggestions were offered for reinforcement and repair projects.theory evidence was also provieded for revising standard of reinforcement and repair.
- earthquake /
- damage /
- reinforced concrete /
- reinforcement and repair /
- carbon fiber

HTML全文

参考文献(17)

JGJ 11698建筑抗震加固技术规程[S].

[2] 张熙光.建筑抗震鉴定加固手册[M].北京:中国建筑工业出版社,2000:598.

[3] 中国建筑工业出版社.唐山地震抗震调查总结资料选编[M].北京:中国建筑工业出版社,1977:75-76.

[4] Maleh A M, Saadatmanesh H. Ultimate Shear Capacity ofReinforced Concrete Beams Strengthened with Web-bonded Fiberreinforced Plastic Plates[J]. ACI Structural Journal,2008(36):221-222.

[5] 王冬雁.无粘结预应力装配混凝土节点抗震及震损加固性能研究[D].北京工业大学,2008.

[6] Miyauchi K, Inoue S, Nishibayashi Setal. Shear Behavior ofReinforced Concrete Beam Strengthened with CFRP Sheet[J].Transactions of the Japan Concrete Institute.2007(19).102-103.

[7] 赵彤,谢剑.碳纤维布补强加固混凝土结构新技术[M].天津:天津大学出版社,2001:85-104.

[8] 张柯,岳清瑞,赵树红.碳纤维布加固混凝土改善延性的试验研究[J].工业建筑,2000,30(2):237-241.

[9] 刘波,倪国葳.地震损伤钢筋混凝土结构修复加固方法的试验研究[D].河北联合大学,2011.

[10] 曲哲.摇摆墙-框架结构抗震损伤机制控制及设计方法研究[D].北京:清华大学,2010.

[11] Zhang G W, Xiao Y, Kunnath S. Low-cycle Fatigue Damage ofCircular Concrete2 filled2 tube Columns[J]. ACI St ructuralJournal,2009,106(2):151-159.

[12] Yan Z H, AuftT K. Nonlinear Dynamic Analysis of Frames withPlastic Hinges at Arbit rary Locations[J]. The St ructural Designof Tall and Special Buildings,2009,18(3):313-325.

[13] Guna Y S, Korol YK M, Mar D, et al. Infill Wallsas a Spine toEnhance the Seismic Performance of Non-ductile ReinforcedConcrete Frames[C]∥ ASCE. Proceedings of the 2009 ATC ＆ SEIConference on Improving the Seismic Performance of ExistingBuildings and Other St ructures. San Francisco: ASCE,2009:1093-1104.

[14] Bao Y H, Kunnath S K, EL-TAWIL S, et al. Macromodel-basedSimulation of Progressive Collapse:RC Frame St ructures[J].Journal of the St ructural Engineering,2008,134(7):1079-1091.

[15] 苏幼坡,张玉敏,王绍杰,等.从汶川地震看提高建筑结构抗倒塌能力的必要性和可行性[J].土木工程学报,2009,42(5):25-32.

[16] 张富文,吕西林.框架结构不同倒塌模式的数值模拟与分析[J].建筑结构学报,2009,30(5):119-125.

[17] 林旭川,潘鹏,叶列平,等.汶川地震中典型 RC 框架结构的震害仿真与分析[J].土木工程学报,2009,42(5):13-20.

施引文献

资源附件(0)

访问统计