• Title/Summary/Keyword: 송전철탑

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회원사 동정

  • Korea Electrical Manufacturers Association
    • NEWSLETTER 전기공업
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    • no.95-17 s.138
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    • pp.34-37
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    • 1995
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송뇌선의 뇌해대책 현상과 전망 2

  • 김경호
    • Electric Engineers Magazine
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    • v.205 no.9
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    • pp.37-41
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    • 1999
  • 송전선에 뇌격이 발생하였어도 섬락이 일어나지 않으면 고장으로 발전하지 않는다. 뇌에 의한 섬락 방지대책은 앞에 언급한 것처럼 차폐실패 방지 대책과 철탑 역섬락 방지대책으로 분류하였다.

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송전선철탑의 Raft 기초설계

  • 이재숙
    • 전기의세계
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    • v.31 no.11
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    • pp.749-757
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    • 1982
  • 본고의 내용은 다음과 같다. 1. Raft기초의 비전도의 원리 2. 상판 Beam설계 3. 배근계산 4. 계산예

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Half-Scaled Substructure Test of a Transmission Tower Using Actuators (엑츄에이터를 이용한 송전철탑의 1/2 축소부분실험)

  • Moon, Byoung-Wook;Park, Ji-Hun;Lee, Sung-Kyung;Min, Kyung-Won
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2007.11a
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    • pp.178-188
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    • 2007
  • In this paper, a half-scaled substructure test was performed to evaluate the buckling and structural safety of an existing transmission tower subjected to wind load. A loading scheme was devised to reproduce the dead and wind loads of a prototype transmission tower, which uses a triangular jig that is mounted on the reduced model to which the similarity law of a half length was applied. As a result of the preliminary numerical analysis carried out to evaluate the stability of a specimen for the design load, it was confirmed that the calculated axial forces of tower leg members were distributed to $80{\sim}90%$ of an admissible buckling load. When the substructured transmission tower was loaded by 270% of its maximum admissible buckling load, it was failed due to the local buckling that is occurred in joints with weak constraints for out-of-plane behavior of leg members. By inspection of load-displacement curves, displacements and strains of members, it is considered that this local buckling was due to additional eccentric force by unbalanced deformation because the time that is reached to yielding stress due to the bending moment is different at each point of a same section.

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A Study on the Identification of Equivalent Uniform Soil Model for Grounding Design of 500[tV] Transmission Towers (500[kV] 송전철탑 접지설계를 위한 다층토양구조의 균일매질 등가화에 관한 연구)

  • Choi, Jong-Kee;Lee, Sung-Doo;Lee, Dong-Il;Jung, Gil-Jo;Kim, Kyung-Chul
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.19 no.6
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    • pp.22-28
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    • 2005
  • The electrical characterstic of earth is the most dominant factor for grounding design and an earth is typically represented by a uniform medium with the specific earth resistivity, which is unique for a specific site. For a hand-working grounding design using a specific earth resistivity requires a process converting a real earth of complex medium into a simple uniform medium In this paper, we suggest a procedure to convert a multi-layered earth s into a simpler uniform earth for grounding design of Myanmar 500[kV] transmission towers.

Experimental Investigation on the Energy Dissipation of Friction-type Reinforcing Members Installed in a Transmission Tower for Wind Response Reduction (송전철탑의 풍응답 감소를 위한 마찰형 보강기구의 에너지 소산특성 분석 실험)

  • Park, Ji-Hun;Moon, Byoung-Wook;Lee, Sung-Kyung;Min, Kyung-Won
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.17 no.7 s.124
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    • pp.649-661
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    • 2007
  • Friction-type reinforcing members(FRM) to enhance the resistance to wind loads of a transmission tower through both stiffness strengthening and damping increase are energy dissipation devices that utilize bending deflection of a tower leg. In this paper, the hysteretic behavior of the transmission tower structure with FRMs was experimentally investigated through cyclic loading tests on a half scale substructure model. Firstly, the variation of friction forces and durability of the FRM depending on the type of friction-inducing materials used in the FRM were examined by performing the cyclic loading tests on the FRM. Secondly, cyclic loading tests of a half-scale two-dimensional substructure model of a transmission tower with FRMs were conducted. Test results show that the FRM, of which desired maximum friction force is easily regulated by adjusting the amplitude of the torque applied to the bolts, have stable hysteretic behaviors and it is found that there exists the optimum torque depending on a design load by investigating the amount of energy dissipation of the FRMs according to the increase of torque.

An Actual Case of Installing Interphase spacers to Prevent 154kV Transmission Line Galloping (154kV 송전선로 갤로핑 현상 분석 및 대책 사례)

  • Song, Ho-Seung;Lee, Cheong-Han;Yoon, Hyung-Hee;Jeon, Kwang-Sig
    • Proceedings of the KIEE Conference
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    • 2005.11b
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    • pp.83-86
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    • 2005
  • 최근 가공 송전선로 건설에 대한 인근 지역주민들의 반대에 부딪쳐, 불가피하게 가옥이 밀집된 주거지역을 우회하거나 토지 활용도가 낮은 산악지를 이용하여 선로를 건설하는 경우가 대부분이다. 이와 같이 경과지의 제한성으로 인해 때때로 국지적인 기상현상 발생 우려가 있는 지역에 불가피하게 송전선로를 건설하는 경우가 있으며, 이상기상 현상이 발생하는 11월말에서 3월초 사이에 경기북부 지역의 국지성 돌풍에 의해 갤로핑(Galloping)현상이 종종 발생되었다 갤로핑은 바람으로 인해 전력선이 횡진과 출렁임이 발생되는 현상을 말한다. 송전선로의 지지물에는 주로 철탑이 사용되고, 전력선은 ACSR 410mm 복도체가 주로 사용된다. 송전선로는 경제성과 계통의 안전성을 고려하여 수직배열로 2회선용 표준철탑을 사용한다. 갤로핑 현상은 바람에 의해 전력설에 심한 진동을 일으켜, 수직 배열된 전력선 상간 단락 또는 전력선과 가공지선간의 지락으로 고장전류가 생기고, 고장전류에 의한 보호계전기 동작으로 선로가 트립(Trip)되며, 이로 인한 전력공급 중단이 발생된다. 또한 전력선의 기계적인 진동에 의하여 전력선의 단선 또는 지지물의 파손으로 영구고장을 일으킬 수도 있다. 본 논문에서는 경기북부지역의 산악지에 설치된 154kV 송전선로에서 산비탈면을 타고 오르는 상승 바람에 의한 갤로핑 사례를 국내 최초로 현장에서 촬영한 동영상 자료를 토대로 소개하고, 갤로핑 발생시 송전선로에 미친 영향 등 검토 결과를 설명하였다. 전력선에 생긴 아크 흔적을 토대로 전력선간의 단락이 발생했던 지점을 실제로 관측할 수 있었다. 최근 갤로핑으로 인한 상간 단락 고상 방지론 목적으로 개발된 폴리머 상간스페이서(Interphase spacer)의 시공 사례를 소개하고, 현재까지 상간스페이서가 설치된 송전선로의 점검 결과를 소개하고자 한다.

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Electrical and Mechanical Noise Study of the 765kV Transmission Line (765kV 송전선로의 전기적 및 기계적 소음고찰)

  • Lee,
    • Journal of KSNVE
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    • v.6 no.1
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    • pp.89-95
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    • 1996
  • If the transmission line voltage is greater than 500kV, audible noise (AN) and hum noise (HN) due to corona discharges on the conductor would be an important design factor for the conductor selection of transmission line. Also there is an aeolian noise: wind noise(WN) from the tower and the conductor due to wind. This paper presents the results of a statistical analysis of audible noise, hum noise, aeolian noise of 6-480mm$^{2}$ conductor bundle in KEPRI 765kV Test Transmission Line which was constructed to develop 765kV double circuit AC transmission line for the first time in the world. The result of the analysis shows that 6-480mm$^{2}$ conductor bundle and tower satisfy configuration the audible noise design criterion of 50dB(A).

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