• DocumentCode
    3167302
  • Title

    Experimental research on new and old crack comprehensive repair to concrete beams

  • Author

    Cai, Huanqin ; Li, Yanfang ; Li, Ruijun

  • Author_Institution
    Dept. of Civil Eng., Hebei Inst. of Archit. & Civil Eng., Zhangjiakou, China
  • fYear
    2011
  • fDate
    16-18 April 2011
  • Firstpage
    1264
  • Lastpage
    1267
  • Abstract
    It is almost inevitable for concrete structural cracks to happen. But most of cracks can be patched and thus concrete structures can restore their original function. In order to improve the durability and reinforce the practical function of concrete structures, repairs can be done to the cracks. This study proposes new and old crack comprehensive repair technology. Experimental research on crack repair to concrete beams is conducted in the way of a combination of basalt fiber cement mortar and grouting method. Results show that shrinkage cracks and stressed cracks can be obviously patched; repaired structures also can obtain a good integration; bonding interface crack resistance can be obviously enhanced; and the durability of repaired structures are remarkably improved.
  • Keywords
    beams (structures); cements (building materials); concrete; cracks; durability; maintenance engineering; structural engineering; basalt fiber cement mortar; bonding interface crack resistance; concrete beam; concrete structural crack; concrete structure; durability; grouting method; old crack comprehensive repair technology; repaired structure; shrinkage cracks; stressed cracks; Concrete; Filling; Maintenance engineering; Mortar; Optical fiber dispersion; Strain; Structural beams; basalt fiber cement mortar; concrete beam; grouting method; new and old crack comprehensive repair technology;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
  • Conference_Location
    XianNing
  • Print_ISBN
    978-1-61284-458-9
  • Type

    conf

  • DOI
    10.1109/CECNET.2011.5769213
  • Filename
    5769213