• DocumentCode
    3571936
  • Title

    Simplified Method of Erection Monitoring for Continuous Concrete Box Girder

  • Author

    Haibo, Jiang ; Feixin, Huang ; Chungen, Wei ; Jinhua, Zou

  • Author_Institution
    Fac. of Civil & Transp. Eng., Guangdong Univ. of Technol., Guangzhou, China
  • Volume
    2
  • fYear
    2009
  • Firstpage
    407
  • Lastpage
    410
  • Abstract
    In this paper, the simplified method of erection monitoring technique of continuous concrete box girder is introduced including stress monitoring, deformation monitoring and line-shape monitoring. Taking the Shanzhixiang Bridge of Xinguang expressway as an example, the distribution of stress gauges, lever measurers and deformation points are presented in details, and the working procedure of data collection is explained by picture. Based on the former experiences and the simplified method, the error of closure is only 2 cm at the stage of bridge segment´s closure. The successful application of that method could be helpful for similar bridge erection procedure.
  • Keywords
    beams (structures); bridges (structures); condition monitoring; construction; structural engineering; Shanzhixiang bridge; concrete box girder; deformation monitoring; erection monitoring; line shape monitoring; stress monitoring; Bridges; Computerized monitoring; Concrete; Construction; Force measurement; Safety; Shape control; Slabs; Stress; Structural beams; alignment; continuous concrete box girder; deformation; erection monitoring; stress;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Intelligent Computation Technology and Automation, 2009. ICICTA '09. Second International Conference on
  • Print_ISBN
    978-0-7695-3804-4
  • Type

    conf

  • DOI
    10.1109/ICICTA.2009.334
  • Filename
    5287858