한국강구조학회 논문집 (Journal of Korean Society of Steel Construction)

  • 제26권4호
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  • Pages.311-322
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  • 2014
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  • 1226-363X(pISSN)
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  • 2287-4054(eISSN)
한국강구조학회 (Korean Society of Steel Construction)
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외다이아프램 응력경로에 따른 용접조립 각형기둥-보 접합부의 내진성능 평가

Seismic Evaluation of Welded-formed square Column-Beam Connection for External Diaphragm Stress path

  • 김선희 (서울시립대학교, 건축학부) ;
  • 염경수 ((주)하모니구조엔지니어링) ;
  • 최성모 (서울시립대학교, 건축학부)
  • Kim, Sun Hee (Department of Architectural Engineering, University of Seoul) ;
  • Yom, Kyong Soo (Harmony Structural Engineering) ;
  • Choi, Sung Mo (Department of Architectural Engineering, University of Seoul)
  • 투고 : 2013.06.06
  • 심사 : 2014.07.04
  • 발행 : 2014.08.27
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초록

콘크리트 충전강관 기둥에 모멘트 접합부를 만들기 위해서는 추가적인 다이아프램 설치가 필요하다. 그 중 내측 다이아프램과 관통 다이아프램을 용접하기 위해서는 기둥강관에 특수한 용접기술이 필요하다. 하지만 이런 기술은 제작업체의 특수장비 보유에 따라서 제작성 저하와 생산단가 상승 유도 등의 문제를 갖고 있다. 따라서 본 연구에서는 외다이아프램을 갖는 실대형 기둥-보 접합부를 제작하였고, 반복가력 실험을 수행하였다. 다이아프램의 용접 유무와 콘크리트 충전 여부, 형상에 따른 총 6개의 T자형 접합부 실험을 통해 내진성능을 평가하였다. 또한 외다이아프램 내력식에 대한 분석이 이뤄졌다. 본 실험에서 나온 결과를 인장내력식의 적절성을 검토 하였다.

Concrete filled tubular structure should be installed diaphragms for moment connection. However internal and through diaphragm should be special welded when connected to column tube. The other hand, that has become increase of stress concentration and extend of construction error. Therefore, In this study the seismic performance of beam to column connections with External Diaphragms and implement cycle loading experiment. we had evaluated seismic performance with mentioned experiment which is concrete filled or not, variable shapes, to be welded or not of diaphragm. Also, formula of strength of external diaphragm was analyzed and looked into adequacy with regard to formula of tension strength.

키워드

참고문헌

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피인용 문헌

  1. The Performance Evaluation of Beam to CFT Column Connection Stiffened by Ring Diaphragm vol.9, pp.3, 2014, https://doi.org/10.11004/kosacs.2018.9.3.106
  2. Numerical Investigation of Blast Performance of Plate-Reinforced Moment-Resisting Connection Using Large Concrete Filled Tubular Section vol.10, pp.11, 2020, https://doi.org/10.3390/app10113700
  3. Evaluation of Flexural Performance of Composite Girder Consisting of Square Steel Pipes and Reinforced Lattice vol.33, pp.4, 2021, https://doi.org/10.7781/kjoss.2021.33.4.247