한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2010년도 추계 학술발표회
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- Pages.605-614
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- 2010
암반 앵커기초로 시공된 송전철탑 구조물의 거동특성에 관한 연구
Behavior of Electric Transmission Tower with Rock Anchor Foundation
- Kim, Kyoung-Yul (Korea Electric Power Research Institute) ;
- Hong, Sung-Yun (Korea Electric Power Research Institute) ;
- Lee, Dae-Soo (Korea Electric Power Research Institute)
- 발행 : 2010.09.09
초록
In this paper, the initial behavior of transmission tower was analyzed. This tower was firstly constructed by rock anchor foundation in domestic 154 kV transmission line and wireless real-time monitoring system was installed to obtain the measured data for analysis of the structure behavior. For this purpose, 16 strain gauges was installed in anchors of foundation and strain gauges, clinometers, anemoscope and settlement sensors was installed at superstructure. As the results, the main factor which influence the behavior of superstructure is wind velocity, wind direction, rainfall and temperature change. Especially, the uplift load at stub of transmission structure revealed about 35.4 percentages of design load. Hereafter the long term stability will be analyzed.