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

  • 제25권3호
  • /
  • Pages.13-20
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  • 2021
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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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유효 묻힘 깊이와 콘크리트 강도를 고려한 후설치 앵커의 설계식 평가

Design Evaluation of the Post-installed Anchor considering Effective Embedded Depth and Concrete Strength

  • 투고 : 2020.12.08
  • 심사 : 2021.01.18
  • 발행 : 2021.06.30
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초록

후설치 앵커는 기존 콘크리트 부재에 구조 및 비구조 부재를 접합시키는 구조재료로 그 사용빈도가 점점 증가하고 있다. 하지만, 실제 현장에서 내부 철근 및 시공오류로 성능저하가 일어나는 경우가 종종 발생하고 있어 그 성능평가 과정이 필요하다. 본 연구에서는 비틀림 제어 확장형 후설치 앵커 성능을 평가하기 위하여 모재 콘크리트 압축강도와 유효 묻힘깊이를 변수로 한 단일앵커 인발시험을 수행하였다. 실무에서 가장 많이 쓰이는 M10과 M20의 인발강도 시험을 수행한 결과, M10 및 M20앵커 모두 변동계수 15% 이내 값을 가지고 있어 KCI 2012에서 제시하는 신뢰도를 모두 만족하는 것으로 나타났다. 또한, 묻힘깊이 및 콘크리트 강도가 인발강도에 영향을 미치는 것을 확인하였다. 영향 계수를 확인하기 위하여 기존 유사연의 결과 및 본 연구 결과를 바탕으로 후설치앵커의 설계식을 수정 제안하여 그 결과를 비교하였다.

Post-installed anchor is a structural material that connects structural and non-structural members to existing concrete members. However, there are cases where rebar interception and construction error occur at the site. In that case, measures are needed to prevent performance degradation of the rear-installation anchors. In this study, in order to evaluate the performance of torsional control expandable post-installed anchors for compressive strength and effective depth of the reference concrete was tested. The results of the most commonly used tests of M10 and M20 showed that had variable coefficients within 15%, satisfying the reliability presented in KCI(2017). It was also confirmed that the depth of the buried and the strength of concrete affect the strength of the pavement. Based on the results of the existing similar studies and the results of this study, the design equation of the post-installed anchor was proposed and the results were compared with the existing design.

키워드

과제정보

본 연구는 국토교통부 국토교통기술촉진연구사업(과제번호: N20CTAP-C157477-01)에 의한 연구 결과이며 이에 감사드립니다.

참고문헌

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  2. Lee B. G., Hwang D. S., Choi Y. C., Kim Y. S., and Lee K. S. (2019), Seismic Capacity Evaluation of Full-Size Two-Story R/C Frame Strengthened with HSWF External Connection Method by Pseudo-Dynamic Test, Journal of the Korea Concrete Institute, 31(1), 89-97. https://doi.org/10.4334/jkci.2019.31.1.089
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