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격자형 유닛 상세를 가진 단면증설공법으로 보강된 철근콘크리트 기둥의 구조성능평가

An Evaluation of Structural Performance of Reinforced Concrete Column Retrofitted with Grid Type Unit Details of Jacketing Method

  • 문홍비 (경희대학교 건축공학과) ;
  • 이정인 (경희대학교 건축공학과) ;
  • 이영학 (경희대학교 건축공학과)
  • Moon, Hong Bi (Department of Architecture engineering, Kyung Hee University) ;
  • Lee, Jeong In (Department of Architecture engineering, Kyung Hee University) ;
  • Lee, Young Hak (Department of Architecture engineering, Kyung Hee University)
  • 투고 : 2022.02.24
  • 심사 : 2022.03.10
  • 발행 : 2022.03.15

초록

In the case of columns in buildings with soft story, the concentration of stress due to the difference in stiffness can damage the columns. The irregularity of buildings including soft story requires retrofit because combined load of compression, bending, shear, and torsion acts on the structure. Concrete jacketing is advantageous in securing the strength and stiffness of existing members. However, the brittleness of concrete make it difficult to secure ductility to resist the large deformation, and the complicated construction process for integrity between the existing member and extended section reduces the constructability. In this study, two types of Steel Grid Reinforcement (SGR), which are Steel Wire Mesh (SWM) for integrity and Steel Fiber Non-Shrinkage Mortar (SFNM) for crack resistance are proposed. One reinforced concrete (RC) column with non-seismic details and two columns retrofitted with each different types of proposed method were manufactured. Seismic performance was analyzed for cyclic loading test in which a combined load of compression, bending, shear, and torsion was applied. As a result of the experiment, specimens retrofitted with proposed concrete jacketing method showed 862% of maximum load, 188% of maximum displacement and 1,324% of stiffness compared to non-retrofitted specimen.

키워드

과제정보

이 성과는 정부(과학기술정보통신부)의 재원으로 한국연구재단의 지원을 받아 수행된 연구임 (No. 2020R1A2C2009351).

참고문헌

  1. Mai, A. D., Sheikh, M. N., & Haidi, M. N. S., "Investigation on the behaviour of partial wrapping in comparison with full wrapping of square RC columns under different loading condition", Construction and Building Materials, Vol.168, pp.153~168, 2018 https://doi.org/10.1016/j.conbuildmat.2018.02.003
  2. Huang, H., Hao, R., Zhang, W., & Huang, M., "Experimental study on seismic performance of square RC columns subjected to combined loadings", Engineering Structures, Vol.184, pp.194~204, 2019 https://doi.org/10.1016/j.engstruct.2019.01.095
  3. FEMA 547, Techniques for the seismic rehabilitation of existing buildings, Federal Emergency Management Agency (FEMA), 2006
  4. Hong, S. G., Lee, J. H., Choi, Y., & Gu, I. Y., "Seismic Strengthening of Concrete Columns by Ultrahigh-Performance Fiber-Reinforced Concrete Jacketing", Journal of Structural Engineering, Vol.147 , No.10, 2021
  5. Tayeh, B. A., Maraq, M. A. A., & Ziara, M. M., "Flexural performance of reinforced concrete beams strengthened with self-compacting concrete jacketing and steel welded wire mesh", Structures, Vol.28, pp.2146~2162, 2020 https://doi.org/10.1016/j.istruc.2020.10.035
  6. ACI committee, Building code requirements for structural concrete and commentary (ACI318-19), American Concrete Institute, 2019
  7. ACI committee, Acceptane criteria for moment frames based on structural testing and commentary(ACI374.1-05), American Concrete Institute, 2005
  8. Cho, C. G., Han, S. J., Kwon, M. H.,& Lim, C.K., "Seismic performance evaluation of reinforced concrete columns by applying steel fiber-reinforced mortar at plastic hinge region", Journal of Korea Concrete Institute, Vol.24, No.3, pp.241-248, 2012 https://doi.org/10.4334/JKCI.2012.24.3.241
  9. Vandoros, K. G., & Dritsos, S. E., "Concrete jacket construction detail effectiveness when strengthening RC columns", Construction and Building Materials, Vol.22, No.3, pp.264~276, 2008 https://doi.org/10.1016/j.conbuildmat.2006.08.019