• DocumentCode
    2040220
  • Title

    Automatic loading system of bending moment for power poles

  • Author

    He Sumei ; Ye Jinhua ; Li Zhijing ; Li Jinwen ; Wu Haibin ; Guo Xiaojun ; Huang Haikun ; Xu Jun

  • Author_Institution
    Dept. of Mech. Eng. & Autom., Fuzhou Univ., Fuzhou, China
  • fYear
    2015
  • fDate
    2-5 Aug. 2015
  • Firstpage
    535
  • Lastpage
    542
  • Abstract
    To limit the falling of many power poles in areas affected by typhoons, the wind-bearing capability of pole foundations must be verified for transmission and distribution. A mechanical loading scheme is proposed in this paper to simulate the wind loads for power poles in transmission and distribution systems. First, the calculation algorithm for wind loads on wired power poles is discussed, and the range of wind loads is derived and highlighted for normal power poles. Consequently, a mechanism model that is loaded with a pole bending moment is presented, and a detailed mechanical design of the loading mechanism is implemented through optimization and simulation. Detection units and motor devices are designed for installation on the mechanism links to realize the automatic loading and unloading control of pole bending moments. Field experiment results show that the bending moment exerted on power poles can reach a maximum value of 40kNm loading moment. Furthermore, this system has the advantages of automatic loading and unloading, convenient assembly and disassembly, and easy operation. Hence, the research achieves its objective.
  • Keywords
    bending; design engineering; foundations; automatic loading system; bending moment; mechanical loading scheme; pole foundation; wind-bearing capability; wired power poles; Computers; Force; Load modeling; Loading; Simulation; Wind speed; Wires; bending moment loading; mechanical optimization; pole foundation; wind loads;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechatronics and Automation (ICMA), 2015 IEEE International Conference on
  • Conference_Location
    Beijing
  • Print_ISBN
    978-1-4799-7097-1
  • Type

    conf

  • DOI
    10.1109/ICMA.2015.7237542
  • Filename
    7237542