预应力FRP筋锚具的研究与发展

詹界东; 杜修力; 邓宗才

doi:10.13204/j.gyjz200612018

预应力FRP筋锚具的研究与发展

doi: 10.13204/j.gyjz200612018

1.
北京工业大学城市与工程安全减灾省部共建教育部重点实验室北京 100022

基金项目:

北京市自然科学基金重点项目(编号:8051001);北京市教育委员会科学技术与研究生教育建设项目(编号:4700001401509)资助

详细信息

作者简介:
詹界东,男,1970年6月出生,博士,E-mail:zjd700617@emails.bjut.edu.cn

中图分类号: TU757.2
计量
- 文章访问数: 86
- HTML全文浏览量: 10
- PDF下载量: 194
- 被引次数: 0
出版历程
- 收稿日期: 2006-03-20
- 刊出日期: 2006-12-20

STUDIES AND APPLICATION ON ANCHORAGES OF PRESTRESSED FRP TENDONS

1.
The Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education,Beijing University of Technology Beijing 100022

摘要

摘要: 通过查阅国内外的文献,介绍预应力FRP筋锚固技术的研究现状,主要涉及预应力FRP筋的锚固系统要求和锚具研究成果,并对预应力FRP筋锚具在国内的研究和应用提出了建议。
- 预应力 /
- FRP筋 /
- 锚具
Abstract: The study and application on anchorages of prestressed FRP tendons are introduced.It is mainly focused on the demands for prestressed FRP tendon-anchor systems and the achievements of anchorages.Finally advices for research and application of anchorages of prestressed FRP tendons in China are provided.
- prestress /
- FRP tendon /
- anchorages

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参考文献(42)

[2] Clarke J L.The Need for Durable Reinforcement.Alternate Materials for the Reinforcement and Prestressing of Concrete,1993(1):1-3

薛伟辰.纤维塑料筋混凝土研究进展.中国科学基金,2004(1)

[3] Nanni A.FRP Reinforcement for Concrete Structures.Elsevier Science Publishers,1993

[4] Tadros G.Provisions for Using FRP in the Canadian Highway Bridge Design.Concrete International,2000,22 (7):42-47

[5] Dolan C W.FRP Prestressing in the USA.Concrete International,1999,21(10):21-24

[6] Fukuyama H.FRP Composites in Japan.Concrete International,1999,21(10):29-32

[7] 周履.在预应力混凝土结构中采用FRP材料.国外桥梁,1994(1):52-55

[8] John CLarke.FRP Reinforcement for Concrete.Concrete,2000(5):21-22

[9] Post-Tensioning Institute.Post-Tensioning Manual (4th ed) Phoenix:[s.n.],1985

[10] JGJ85-92 预应力筋用锚具、夹具和连接器应用技术规程

[11] Sayed-Ahmed E Y,Shrive N G.A New Steel Anchor System for PostTensioning Applications Using Carbon Fiber Reinforced Plastic Tendons.Canadian Journal of Civil Engineering,1998,25:113-127

[12] Nanni A,Bakis C E,O'Niel P E,et al.Performance FRP TendonAnchor Systems for Prestressed Concrete Struetures.PCI Journal,1996,41(1):34-43

[13] Erki M A,Rizkalla S H.Anchors for FRP Reinforcement.Concrete International,1993,15(6):54-59

[14] Holte L E,Dolan C W,Shmidt R J.Anchor of Non-Metallic Prestressing Tendons.Development of Civil and Architectural Engineering,University of Wyoming Wyo.1993:102

[15] Rostasy F S,Budelmann H.Principles of Design of FRP Tendons andAnchors for Post-Tensioned Concrete.Fiber-Reinforced Plastic Reinforcement for Concrete Structures,SP-138,A.Nanni,C W Dolan.American Concrete Institute.Farmington Hills,Mich.,1993:633-649

[16] 高丹盈,朱海堂,谢晶晶.纤维增强塑料筋锚杆及其应用.岩土力学与工程学报,2004,23(13):2 205-2 210

[17] Reda Taha M M,Shrive N G.New Concrete Anchors for Carbon FiberReinforced Polymer Post-Tensioning-Part1:State-of-the-Art Deview/Design.ACI Structural Journal,2003,100(1):86-95

[18] Nanni A,Bakis C E,O'Niel P E,et al.Short-Term Sustained Loading of FRP Tendon-Anchor Systems.Construction and Building Materials,1996,10(4):255-266

[19] Kakihara R,Kamiyoshi M,Kumagai S,et al.A New Aramid Rod for the Reinforcement of Prestressed Concrete Structures-Advanced Composite Materials in Civil Enineering Structures//Proceedings of the Specially Conference.Las Vegas:1991:134-142

[20] Tokyo Rope Manufacturing Co.,Ltd.Cardon Fiber Composite Cable.Corporate Report,Tokyo:1990

[21] 张继文,朱虹,吕志涛,等.预应力FRP筋锚具的研发.工业建筑,2004,34(增刊):259-262

[22] Pincheira J A,Woyak J P.Anchorage of Carbon Fiber Reinforced Polymer(CFRP) Tendons Using Cold-Swaged Sleeves.PCI Journal,2001,46(6):100-111

[23] Wolff R,Miesser H J.New Materials for Prestressing and Monitoring Heavy Structures,Concrete International,1989,11 (9):86-89

[24] Lees J M,Gruffydd-Jones B,Burgoyne C J.Expansive Cement Couplers:A Means of Pretensioning Fiber-Reinforced Plastic Tendons.Construction and Building Materials,1995,9(6):413-423

[25] Khin M,Harada T,Tokumisu S,et al.The Anchor Meshanism for FRP Tendons Using Highly Expansive Materials for Anchoring//El-Badry M M.Advanced Composite Materials in Bridges and Structures,Canada:CSCE Montreal,Quebec,1996:959-964

[26] Holte L E,Dolan C W,Shmidt R J.Epoxy Socketed Anchors for NonMetallic Prestressing Elements.Fiber-Reinforced Plastic Reinforment for Concrete Structures,SP-138.A.Nanni,and C.W.Dolan,eds.American Concrete Institute.Farmington Hills.Mich.1993:381-400

[27] Harada T,Atsuda H,Khin M,Tokumitsu,S,et al.Development of NonMetallic Anchoring Devices for FRP Tendons//Lactaei I.Non-Metallic (FRP) Reinforcement for Concrete Structures,RILEM,1995:41-48

[28] Campbell T I,Shrive N G,Soudki K A,et al.Design and Evaluation of a Wedge-Type Anchor for FRP Tendons.Canadian Journal of Civil Engineering,2000,27 (5):985-992

[29] Burong Zhang,Brahim Benmokrane.A New Bond-Type Anchorage System for Prestressed Applications with FRP Tendons.Advanced Composite Materials in Bridges and Structures.Ottawa:CSCE,2000:119-126

[30] Al-Mayah A,Soudki K,Plumtree A.Experimental and Analytical Investigation of Stainless Steel Anchor for CFRP Prestressing Tendons.PCI Journal,2001,46(2):88-100

[31] Mahmoud M,Reda Taha,Nigel G.Shrive.New Concrete Anchors for Carbon Fiber-Reinforced Polymer Post-Tonsioning-Part2:Development/Experimental Investiagion.ACI Structural Journal,2003,(1 ～ 2):96-104

[32] Meier U.Extending the Lite of Cables by the Use of Carbon//IABSE Symposium.San Francisco:1995:1 235-1 240

[33] Mitchell R,Woolley R M,Halsey N.Nigh-Strength Britting for FRP Rod and Rope.Journal of Engineering Mechaniesium,ASCE,1994,100(4):687-703

[34] Sippel T M.Design Testing and Modeling of an Anchor System for Resin Bond Fiberglass Rods Used Prestressing Tendons//Neale K W,Labossiere P.Advanced Composite Materials in Bridges and Structures.Montreal:CSCE,1992:363-372

[35] Hercules.Aerospace Cable and Anchor Technology-State-of-the-Art Report.Task 6,1995:76

[36] 梅葵花,吕志涛,张继文,等.CFRP斜拉索锚具的静载试验研究桥梁建设,2005(4):20-23

[37] 方志,梁栋.单根碳纤维(CFRP)预应力筋粘结式锚具的试验研究.华南大学学报(理工版),2004,18(1):35-37

[38] 张鹏,邓宇.单根碳纤维塑料筋新型锚具的研制施.工技术,2003,23(11):32-34

[39] 王力龙,刘华山,阳梅.碳纤维(CFRP)夹片式锚具的有限元分析.南华大学学报(自然科学版),2005,19(2):71-74

[40] Kerstens J G M,Bennenk W,Camp J W.Prestressed with Carbon Composite Rods-A Numerical Method for Developing Resusable Prestressing Systems.ACI Structural Journal,1998,95 (1):43-50

[41] Noisterning J E,Jungwirth.Design and Analysis of Anchoring Systems for a Carbon Fiber Composite Cable//El-Badry M M.Advanced Conposite Materials in Bridges and Structures.1996:935-942

[42] Brahim B U,Zhang B R,Adil C.Tensile Properties and Pullout Behaviour of AFRP and CFRP Rods for Grouted Anchor Applications.Construction and Building Materials,2000,14:157-170

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