• DocumentCode
    3234569
  • Title

    Mass concrete construction technology of high-rise building foundation platform

  • Author

    Lv, Chun ; Qiao, Chengli

  • Author_Institution
    Sch. of Archit. & Civil Eng., Qiqihar Univ., Qiqihar, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    442
  • Lastpage
    445
  • Abstract
    In order to avoid harmful mass concrete cracks, in the construction of International Cultural and Educational Center, Qiqihar University, the mass concrete construction technology of foundation platform is discussed. It consists mainly of the following processes, Include selecting raw materials and additives, such as using large size coarse aggregate, while reducing the amount of mud in the sand, adding the right amount of fly ash, UEA and other additives in the cement of low heat of hydration. Also include using a stratified sub-construction process. In addition, arranging temperature measurement tube and calculating internal temperature of concrete, etc. It is an effective technology in reducing hydration heat and thermal stress, and achieving significant results on the control of mass concrete cracks.
  • Keywords
    additives; cements (building materials); concrete; cracks; fly ash; foundations; raw materials; solvation; International Cultural and Educational Center; Qiqihar University; UEA; additive; cement; fly ash; high-rise building foundation platform; hydration heat; internal temperature; mass concrete construction technology; mass concrete crack control; mud; raw material; stratified sub-construction process; temperature measurement tube; thermal stress; Aggregates; Concrete; Fly ash; Heating; Temperature; Temperature measurement; construction; hydration heat; mass concrete; temperature stress;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5775152
  • Filename
    5775152