• DocumentCode
    3469321
  • Title

    An experimental study on the response of concrete pole to current impulses

  • Author

    Ryoo, Hee-suk ; Jung, Dong-Hak ; Nam, Kee-Young ; Lee, Jae-Duck ; Kim, Dae-kyung ; Park, Sang-man ; Jeong, Yeong Ho

  • Volume
    2
  • fYear
    2004
  • fDate
    21-24 Nov. 2004
  • Firstpage
    1490
  • Abstract
    Concrete poles with steel reenforcing are mostly used as KEPCO´s overhead distribution line poles. The reenforcing should be of rod or wire and the thickness of concrete cover can be thin as 9 mm. The exposed reenforcing on the pole top which should be sealed with mortar or concrete by rule, does not touch the metallic supporter for overhead ground wire normally, however, as the bottom treatment is not prescribed, exposed reenforcing will easily constitute electrical contact with earth when erected for normal use. Under normal operations, concrete pole will do nothing electrically as seen above, and concrete poles are usually treated as insulated things even when insulation coordination is studied. In this study, current flowing through pole itself, while comparatively small impulsive current flow through the ground lead by injecting current impulses to overhead ground wire, were found experimentally.
  • Keywords
    concrete; earthing; electrical contacts; insulation co-ordination; poles and towers; power distribution lines; power overhead lines; rods (structures); seals (stoppers); steel; transient response; wires (electric); KEPCO overhead distribution line; concrete pole; current impulse; electrical contact; ground rod; ground wire; impulse response; insulation coordination; metallic support; mortar sealing; pole footing resistance; steel reenforcing; Concrete; Current measurement; Equivalent circuits; Flashover; Grounding; Insulation; Lightning; Power distribution lines; Steel; Wire;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Power System Technology, 2004. PowerCon 2004. 2004 International Conference on
  • Print_ISBN
    0-7803-8610-8
  • Type

    conf

  • DOI
    10.1109/ICPST.2004.1460238
  • Filename
    1460238