유효묻힘깊이에 따른 후설치앵커의 인발성능평가
An Performance Evaluation of Post-installed Anchor according to the Effective Embedment Length
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초록
Concrete wedge anchor is one of structural components to transfer load of an object attached to a primary structure. Recently, as retrofitting concrete structure is becoming a main issue, mechanical capacity of the anchor should be secured enough. In spite of the structural safety of Cast-in-place anchor, Post-installed anchor is more widely used with ease of placement or change of construction method. However, the post-installed anchors domestically produced have excessive coefficient of variation over 15% of ultimate tensile strength, which yields deteriorated quality in tensile strength. In this research, tensile strength test of anchors, which have improved sleeve and header and produced by a domestic company, was conducted for two variables, concrete strength and effective embedment depth. As a result, enough coefficients of variations were secured in all specimens. Also, in comparison to foreign products, the domestic ones have equal or higher performance.
Abstract
Concrete wedge anchor is one of structural components to transfer load of an object attached to a primary structure. Recently, as retrofitting concrete structure is becoming a main issue, mechanical capacity of the anchor should be secured enough. In spite of the structural safety of Cast-in-place anchor, Post-installed anchor is more widely used with ease of placement or change of construction method. However, the post-installed anchors domestically produced have excessive coefficient of variation over 15% of ultimate tensile strength, which yields deteriorated quality in tensile strength. In this research, tensile strength test of anchors, which have improved sleeve and header and produced by a domestic company, was conducted for two variables, concrete strength and effective embedment depth. As a result, enough coefficients of variations were secured in all specimens. Also, in comparison to foreign products, the domestic ones have equal or higher performance.
참고문헌 (15)
- 허무원, "계단 설치형 카고메 감쇠시스템을 활용한 철근콘크리트 라멘조 공동주택의 지진응답 개선", 한국구조물진단유지관리공학회 논문집, 22(5), pp.23~30 (2018), 한국구조물진단유지관리공학회
- 오상훈, "진동주기가 다른 듀얼프레임을 이용한 내진보강시스템의 성능검증을 위한 실험적 연구", 한국구조물진단유지관리공학회 논문집, 22(5), pp.91~100 (2018), 한국구조물진단유지관리공학회
- Kim, Y. J., "Mitigating Seismic Response of the RC Framed Apartment Building Structures Using Exterior-Installation Kagome Damping System", Proceedings of Architectural Institute of Korea, 37(1), pp.733~734 (2017)
- 노지은, "반복하중을 받는 수동형 다중거동 복합 감쇠장치의 실험적 구조성능 평가", 대한건축학회논문집 구조계, 32(11), pp.3~9 (2016), 대한건축학회[DOI]
- 허무원, "외부접합형 카고메 감쇠시스템을 사용한 철근콘크리트 라멘조 공동주택 비탄성 지진응답 제어", 한국구조물진단유지관리공학회 논문집, 20(3), pp.58~65 (2016), 한국구조물진단유지관리공학회
- KCI, "Anchor design method and sample for concrete", ~ (2018)
- Hilti Technical report, "HILTI", ~ (2016)
- "ACI Committee 355.2, Evaluating the Performance of Post-Installed Mechanical Anchors in Concrete", ~ (2011)
- "ACI Committee 318, Building Code Requirements For Structural Concrete and Commentary", ~ (2011)
- ETAG, "Guideline for European Technical Approval of Metal Anchors for Usein Concrete", ~ (1997)
- "Korean Building and Commentary, Architectural Institute of Korea", ~ (2016)
- 김성용, "익스팬션 앵커의 콘크리트 콘 파괴강도 평가", 한국강구조학회 논문집, 15(6), pp.649~660 (2003), 한국강구조학회
- 윤현도, "후매립 단일앵커의 강도특성", 대한건축학회논문집 구조계, 20(5), pp.11~18 (2004), 대한건축학회
- Hwang, Y. S., "A Study on the Fracture Resistance Characteristics of Post-Installed Anchor", Master, pp.2011
- Kim, H. S., "Performance of Post-Installed Anchors under Combined Loads in Concrete", Master, pp.2015
