Proceedings of the KIEE Conference (대한전기학회:학술대회논문집)

The Korean Institute of Electrical Engineers (대한전기학회)
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765kV Steel Tubular Tower Design On Considering Stringing Load

가선작업 하중을 고려한 765kV 강관철탑 설계

  • Jung, Tay-Ho (Transmission Line Dept. 765kV Construction Office KEPCO.) ;
  • Kim, Shin-Chul (Transmission Line Dept. 765kV Construction Office KEPCO.) ;
  • Yoon, Young-Soon (Transmission Line Dept. 765kV Construction Office KEPCO.) ;
  • Shin, Tae-Woo (Transmission Line Dept. 765kV Construction Office KEPCO.) ;
  • Lee, An-Keun (Transmission Line Dept. 765kV Construction Office KEPCO.) ;
  • Kim, Kwang-Youl (Transmission Line Dept. 765kV Construction Office KEPCO.)
  • 정태호 (한국전력 전력공사 765kV 건설처) ;
  • 김신철 (한국전력 전력공사 765kV 건설처) ;
  • 윤영순 (한국전력 전력공사 765kV 건설처) ;
  • 신태우 (한국전력 전력공사 765kV 건설처) ;
  • 이안근 (한국전력 전력공사 765kV 건설처) ;
  • 김광열 (한국전력 전력공사 765kV 건설처)
  • Published : 1998.11.28
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Abstract

The stringing load was added to tower design that consider the active load in 765kV transmission line construction. The nominal auxiliary members of steell tubular tower arm were altered into stress members by means of three dimensional design analysis method. 765kV transmission line construction also use self-standing tower that does not install temporary wire which support the section tower placed between drum field and engine field when stringing process.

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