• DocumentCode
    2074735
  • Title

    The application of computer aided shape simulation technique in steel tower segment fabrication of Nanjing 3rd Yangtze River Bridge

  • Author

    Wang, Hui

  • Author_Institution
    Coll. of Archit., North China Univ. of Technol., Beijing, China
  • fYear
    2008
  • fDate
    22-25 Nov. 2008
  • Firstpage
    665
  • Lastpage
    667
  • Abstract
    Nanjing Yangtze river 3rd bridge is the first bridge that uses the steel structure as the main tower in China. The inclination of the steel tower has a great influence on the security of the whole bridge. Because of the big size, the steel tower had to be divided to 22 segments in factory and erected segment by segment bridge site. Because of the connection mode of the segments, the shape of the steel tower can not be adjusted during erection and the fabrication error of each segment will be accumulated and propagated during erection. Accordingly, high precision of the mechanical cutting of each segment end face was required and the fabrication error of each segment must be strictly controlled. In this paper, we gave the computer aided shape simulation technique aiming at the precision evaluation and control of segment fabrication of the steel tower. The technique has been applied successfully to the construction of Nanjing 3rd Yangtze river bridge.
  • Keywords
    bridges (structures); cutting; structural engineering computing; Nanjing 3rd Yangtze river bridge; computer aided shape simulation technique; mechanical cutting; steel tower segment fabrication; Application software; Bridges; Computational modeling; Computer applications; Computer simulation; Fabrication; Poles and towers; Rivers; Shape; Steel; Computer Aided Shape Simulation Technique; Fabrication; Steel tower;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Computer-Aided Industrial Design and Conceptual Design, 2008. CAID/CD 2008. 9th International Conference on
  • Conference_Location
    Kunming
  • Print_ISBN
    978-1-4244-3290-5
  • Electronic_ISBN
    978-1-4244-3291-2
  • Type

    conf

  • DOI
    10.1109/CAIDCD.2008.4730653
  • Filename
    4730653