• DocumentCode
    3247469
  • Title

    A study of Jia-Musi highway bridge reinforcing materials test

  • Author

    Shijie, Wang ; Lirong, Wang

  • Author_Institution
    Heilongjiang Inst. of Technol., Harbin, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    6415
  • Lastpage
    6417
  • Abstract
    The JiaMusi highway bridge reinforcement material experiment process are expounded. In the self-compacting concrete material performance tests, concrete strength meets the design requirements. In the vibration influencing on concrete strength tests, values of intensity decrease to 10~20%. In the planting-bar anchorage tests, no concrete was brought out, nor tape out. The experimental results show that healthy environment has no influence on the C50 self-compacting concrete strength basically; the vibration condition plays a large part of the strength of concrete; and the difference anti-pull force between planting-bar anchorage depth of 15cm and anchorage depth of 20cm is small. Therefore in JiaMusi highway bridge concrete construction, vehicle speed is surposed to to be controlled in order to decrease the bridge vibrating influence on concrete strength; when local drilling depth can´t meet the design requirements, it is better to reduce the drilling depth to 15cm~20cm appropriately.
  • Keywords
    anchors; bars; bridges (structures); design engineering; drilling (geotechnical); materials testing; mechanical strength; reinforced concrete; vibrations; C50 self-compacting concrete strength; JiaMusi highway bridge reinforcement material; antipull force; bridge vibration; design requirement; drilling depth; material performance testing; planting-bar anchorage test; self-compacting concrete; Bridges; Concrete; Optical fiber cables; Road transportation; Safety; Vibrations; Concrete; Planting Bar; Self-compacting; Vibration;
  • 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.2011.5775776
  • Filename
    5775776