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탄소섬유 접착 보강공법의 환경변화에 따른 부착특성 평가

Evaluation of the Bonding Behavior of the Rehabilitation Method Applying Carbon Fiber Subjected to the Variation of Environmental Conditon

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키워드

주제분류안전공학

초록

This paper provides the test results of bonding behavior of the interface between concrete substrate and carbon fiber in the rehabilitation method applying carbon fiber with epoxy based resin adhesive. The difference in each components was gradually increased subjected to the repetition of temperature variation, regardless of the strength of the substrate concrete, while the ultrasonic interface between each component occurred. An increase in difference of the temperature resulted in a decrease in bond strength of each component. Associated failure mode was shown to be interfacial failure and substrate concrete failure. No remarkable changes were found in the deformation and ultrasonic velocity of each component until the four cycles of the dry and moisture test. Hence, the moisture condition may not affect the bonding behavior of each component. After the repetition of dry and moisture test, corresponding bond strength was reduced to 40% of that before test. For the effect of freeze and thaw test, the cycle of freeze and thaw within 4 cycles resulted in debonding of each component.

Abstract

This paper provides the test results of bonding behavior of the interface between concrete substrate and carbon fiber in the rehabilitation method applying carbon fiber with epoxy based resin adhesive. The difference in each components was gradually increased subjected to the repetition of temperature variation, regardless of the strength of the substrate concrete, while the ultrasonic interface between each component occurred. An increase in difference of the temperature resulted in a decrease in bond strength of each component. Associated failure mode was shown to be interfacial failure and substrate concrete failure. No remarkable changes were found in the deformation and ultrasonic velocity of each component until the four cycles of the dry and moisture test. Hence, the moisture condition may not affect the bonding behavior of each component. After the repetition of dry and moisture test, corresponding bond strength was reduced to 40% of that before test. For the effect of freeze and thaw test, the cycle of freeze and thaw within 4 cycles resulted in debonding of each component.

참고문헌 (9)

  1. 건설교통부, "건축구조물 보수․보강공법의 성능평가 에 관한 연구 : 탄소섬유쉬트 보강공법을 중심으로" (2001), 건설교통부
  2. 변항용, "수로교의 안전" (2004), 바른미디어
  3. 한천구, "RC구조물 접착 보수.보강 공법의 박리와 연관한 재료의 변형 거동 분석", 구조물진단학회지, 11(5), pp.89~98 (2007), 한국구조물진단유지관리공학회
  4. 김용성, "에 폭시 접착 보수․보강재의 박리 현상 분석", 대한건축학 회 충북지회 추계 학술발표대회, 5(2), pp.167~171 (2005)
  5. 장봉석, "탄소섬유 보강 콘크리트의 박리 탐사 실험", 콘크리트학회 논문집, 19(1), pp.3~9 (2007), 한국콘크리트학회
  6. 김융암, "탄소체 복합재료", pp.31~35 (2003), 물리학과 첨단기술
  7. 신성우, "탄소섬유쉬트 보강공법에 사용되는 Epoxy 수지의 특성 및 국내외 동향", 구조물진단학회 지, 2(3), pp.24~36 (1998)
  8. "콘크리트 구조물 보수용 에폭시수지,한국 산업규격 KS F 4923", ~ (2000)
  9. 川上英男, "コンクリートの彈性係數に及ぼす骨材と界層の影響", コンクリート工學年次論文集, pp.529~534 (2000)

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