한국구조물진단유지관리공학회 논문집 (Journal of the Korea institute for structural maintenance and inspection)

  • 제18권6호
  • /
  • Pages.41-49
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  • 2014
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  • 2234-6937(pISSN)
  • /
  • 2287-6979(eISSN)
한국구조물진단유지관리공학회 (Korea Institute for Structural Maintenance Inspection)
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스틸밴드로 외부 보강된 철근콘크리트 기둥의 부착강도에 관한 실험적 연구

An Experimental Study on Splitting Bond Strength of RC Column Reinforced with External Steel-Band

  • 김창식 (한국교통대학교 건축공학과) ;
  • 윤승조 (한국교통대학교 건축공학과) ;
  • 허승웅 (한국교통대학교 친환경구조.재료연구실) ;
  • 윤필중 ((주)KCC 건설 건축사업부)
  • 투고 : 2014.10.10
  • 심사 : 2014.10.27
  • 발행 : 2014.11.30
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초록

실험에서는 스틸밴드로 외부보강된 철근콘크리트 부재의 부착강도에 관한 연구를 진행하였으며 총 9개의 실험체를 제작하여 인발 실험을 실시하였다. 실험결과 스틸밴드의 수와 초기응력의 증가에 따라 부착강도는 증가하는 것으로 나타났다. 이것은 스틸밴드에 의해 가해지는 긴장력으로부터 철근과 콘크리트간 횡방향에 의한 구속력 증가로 판단된다. 변수로한 실험결과들을 통하여 스틸밴드로 외부보강된 철근콘크리트 부재에 관한 부착강도 산정식을 검토하였다.

In order to investigation splitting bond strength of the deformed longitudinal reinforcing bars in the R C members strengthened laterally with the external steel-band, a total 9 sets of test re-bars with and without active confining force given by the external steel-band are pulled monotonically until failure. Test results indicate that the bond strength becomes higher with the increase in number of steel-band sets and their initial stress magnitude. This is due to the active confining force given by the steel-band, and passive confining forces given by the steel-band and transverse reinforcements, in which the passive confinement effect varies depending on the magnitude of active confining force. An equation to estimate the splitting bond strengths for the R C members strengthened laterally with the external steel-band is developed based on the several experimental results of the present study.

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참고문헌

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  3. Hussain, M. A., and Driver, R. G. (2005), Experimental Investigation of External Confinement of Reinforced Concrete Columns by Hollow Structural Section Collars, ACI Structural Journal, 102(2), 242-251.
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  6. Yamakawa, T., Kamogawa, S., Kurashige, M. (1999), An experimental study on the seismic retrofit technique for RC columns confined with PC bar prestressing as external hoops, Journal of Structural and Construction Engineering, Architectural Institute of Japan, 526, 141-145.