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现有桥面板加固方法综述 被引量:3

Strengthening Methods for Bridge Deck Structures
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摘要 桥面板在桥梁结构中直接承受交通荷载是桥梁结构体系的重要组成部分。随着重型车辆的增加和桥梁服役时间的增长,发现部分桥梁结构中桥面板受损严重,因此针对桥面板发展出了一系列的加固修复方法。围绕国内外桥面板加固的技术的研究发展现状,介绍了外贴钢板加固,FRP材料加固(外贴FRP片材加固,外部FRP(筋)格栅加固,体外预应力FRP筋加固和嵌入式FRP筋材)技术的应用和研究发展情况,分析其优点与不足,以促进针对桥面板加固方法的研究工作的开展。 Bridge deck in bridge structure bearing directly the traffic load is an important part of the bridge structure system.With the increase of heavy vehicles and the bridge service time,bridge decks in part of the bridge structure are found severely damaged,so a series of strengthening and repairing methods have been developed. This paper reveals the research and development of different strengthening design procedures,which are applied to improve the structural performance of bridge decks,discussing and presenting the advantage and limitation of those strengthening methods by studying the application of different strengthening methods,including external bonding steel plates and FRP material strengthening method( external FRP sheets,external FRP grid,external prestressed FRP tendons and the near surface mounted FRP rods),which can improve the researches related to strengthening technology in bridge deck structures.
作者 夏立鹏 郑愚
出处 《东莞理工学院学报》 2016年第1期80-89,共10页 Journal of Dongguan University of Technology
基金 广东省优秀青年教师培养计划(Yq2013155) 广东省交通厅科技计划(2013-02-029)
关键词 桥面板 结构加固技术 纤维增强复合材料 concrete bridge deck structural strengthening method fiber reinforced polymer plastic
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  • 1Koch G H, Brongers M P H, Thompson N G, et al. Corrosion Cost and Preventive Strategies in the United States [ C ]. Dunblin, Ohio : CC Technologies, 2001: 22- 24. 被引量:1
  • 2范立础.桥梁工程[M].北京:人民交通出版社,2004. 被引量:46
  • 3Ottosen, N S. Failure and Elasticity of Concrete, Dan Atom Energy Comm Res Establ[ C]. Ris Eng Dept Ris - M - 1801, Roskilde, Den- mark, 1975. 被引量:1
  • 4JongsungSim, Hongseob Oh. Structural Improvement of Strengthened Deck Panels with Externally Bonded Plates[ J] search ,2005 (16) : 1420 - 1429. 被引量:1
  • 5Roberts T M. Approximate Analysis of Shear and Normal Stress Concentrations in the Adhesive Layer of Plated RC Engineer, 1989, 67(12): 229-233. 被引量:1
  • 6Cement and Concrete Re- Beams[ J]. The Structural Deric John Oehlers. Reinforced Concrete Beams with Plates Glued to their Soffits[ J]. Joural of Structural Engineering, 1992, 118(8) : 2023 - 2038. 被引量:1
  • 7Jones R, Swamy R N, Charif A. Plate Separation and Anchorage of Reinforced Concrete Beams Strengthened by Epoxy-bonded Steel Plates [J]. The Structural Engineer, 1988, 66(5) : 85 -94. 被引量:1
  • 8中国工程建设标准化协会.CECS25:90混凝土结构加固技术规范[S].北京:中国计划出版社,1991. 被引量:2
  • 9Swamy R N, Hobbs B, Roberts M. Structural behaviour of externally bonded steel plated RC beams after long - term exposure [ M ]. The Struc- tural Engineer, 1995. 被引量:1
  • 10TENG J G, hen J F, Smith S T, et al. FRP-Strengthened RC Structures[M]. John Wiley and Sons Ltd, 2002. 被引量:1

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