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변단면 전조 가공 철근이음 연결방법의 성능 평가 KCI 등재

Mechanical Performance Evaluation of Rolling Thread Steel Rebar Connection with Taper type Coupler

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한국구조물진단유지관리공학회 논문집 (Journal of The Korea Institute for Structural Maintenance and Inspection)
한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

In reinforced concrete structure, rebar connection method should be considered because of its structural role to resist the tensile stress and its structural load transmission with concrete in the concrete structure. Lapped splice and mechanical sleeve type connector have been traditionally used to connect rebar in the concrete structures. In this study, to examine the mechanical and failure behaviors of rebar bar connected by taper type coupler in the concrete member depending on connection type and condition, tensile tests of steel rebar with taper type coupler and flexible loading tests of concrete beams were conducted. Its tensile strength and flexible strength of the rebar connected by taper type coupler were compared and evaluated by mechanical behaviors of rebar. From this study, steel rebar connected by taper type coupler showed it has similar mechanical performance comparing with unconnected rebar, thus taper type coupler can be used in the rebar fabrication of reinforced concrete structure.

목차
1. 서 론
 2. 전조 변단면 나사이음
 3. 전조나사 철근이음 인장강도 실험
  3.1 변단면 전조나사 철근이음 인장 실험체 및 실험방법
  3.2 변단면 전조나사 철근이음 인장실험 결과
 4. 전조나사 철근이음 설치 콘크리트 보의 휨 성능평가실험
  4.1 철근이음 설치 휨 성능 실험체
  4.2 철근이음 설치 휨 성능 실험방법
  4.3 휨 성능 실험결과
 5. 결 론
 감사의 글
 References
저자
  • 정진환(정회원, 부산대학교 사회환경시스템공학과 토목공학전공 교수) | Jin-Hwan Jeong
  • 김인태(정회원, 부산대학교 사회환경시스템공학과 토목공학전공 교수) | In-Tae Kim
  • 김태진(정회원, 한국건설생활환경시험연구원 영남사업본부 선임연구원) | Tae-Jin Kim
  • 이명진(정회원, 부산대학교 사회환경시스템공학과 토목공학전공, 박사후 연구원) | Myung-Jin Lee
  • 안진희(정회원, 경남과학기술대학교 토목공학과 조교수) | Jin-Hee Ahn 교신저자