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

  • 제26권5호
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  • Pages.119-126
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  • 2022
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  • 2234-6937(pISSN)
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  • 2287-6979(eISSN)
한국구조물진단유지관리공학회 (Korea Institute for Structural Maintenance Inspection)
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외부부착형 BCM공법으로 보강된 철근콘크리트 기둥의 내진보강

Seismic Retrofitting of Existing Reinforced Concrete Columns Using Binding Column Method

  • 투고 : 2022.09.13
  • 심사 : 2022.09.27
  • 발행 : 2022.10.30
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초록

본 연구는 내진설계가 되어 있지 않은 필로티 건축물의 부족한 횡력을 보강할 수 있는 외부부착형 내진보강공법(Binding Column Method, BCM)을 제안하였다. 또한, 제안된 내진보강공법을 대상으로 보강실험체 4개, 기준 실험체 1개를 제작하여 반복가력 실험을 통하여 보강 전·후의 내진성능향상 효과를 검토하였다. 실험 결과, 기준 실험체(SC1)는 급격한 강도저하와 함께 취성적인 전단파괴의 양상을 나타낸 반면, BCM 공법을 적용한 실험체(SC2, SC3, SC4, SC5)는 강도 및 강성의 증가와 함께 에너지 흡수 능력이 큰 타원형의 이력특성을 나타내었다. 또한, 간격이 좁고 토크가 크며, L자형 강판의 두께가 두꺼울수록 보강효과가 향상됨을 알 수 있다. BCM공법 중 전단보강간격이 작고, 조임력 값이 크며, 연결철물이 두꺼운 SC4실험체가 가장 뛰어난 내진성능보강 효과를 나타내었다.

This study proposed a BCM(Binding Column Method) that can reinforce the insufficient seismic force of piloti buildings that are not designed for seismic resistance. In addition, 4 reinforcement specimens and 1 reference specimen were manufactured for the proposed seismic reinforcement method. The effect of improving seismic performance before and after reinforcement was examined through repeated loading tests. As a result of experiment, seismic reinforcement specimen with BCM system showed hysteretic characteristics of a large ellipse with great energy dissipation ability and increased strength and stiffness, while reference specimen showed rapid reduction in strength and brittle shear failure column. In addition, it can be seen that the reinforcing effect is improved as the gap is narrow, the torque is large, and the thickness of the L-shaped steel sheet is thicker. The SC4 specimen showed the best seismic performance reinforcement effect.

키워드

과제정보

본 연구는 한국연구재단 이공분야기초연구사업과 창의도전 연구기반지원사업(과제번호: NRF-2018R1D1A1B07048570, NRF-2022R1I1A1A0106389911)에 의한 결과의 일부이며 이에 감사드립니다.

참고문헌

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  3. Yoo, S. H., Kim, D. G, (2020), Analytical Study on the Seismic Retrofit Method of Irregular Piolti Building Using Knee-Brace, Journal of the Korea Institute for Structural Maintenance and Inspection, 24(1), 35-42. https://doi.org/10.11112/JKSMI.2020.24.1.35
  4. Oh, K. Y., Lee, K. M., Lee, K. K., (2020), Seismic Performance Evaluation of Existing Reinforced Concrete Frame Retrofitted with Steel Chevron Bracing and Infilled Frame, Journal of the Koera Concrete Institute, 32(4), 387-395. https://doi.org/10.4334/JKCI.2020.32.4.387
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