한국강구조학회 논문집 (Journal of Korean Society of Steel Construction)

  • 제28권5호
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  • Pages.345-354
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  • 2016
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  • 1226-363X(pISSN)
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  • 2287-4054(eISSN)
한국강구조학회 (Korean Society of Steel Construction)
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복합모멘트접합을 갖는 콘크리트 충전 보-기둥 합성접합부의 반복하중 실험

Cyclic Loading Tests of Concrete-Filled Composite Beam-Column Connections with Hybrid Moment Connections

  • 투고 : 2016.06.09
  • 심사 : 2016.08.25
  • 발행 : 2016.10.27
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초록

최근 합성 보-기둥 접합부를 위한 복합모멘트접합(hybrid moment connection)상세가 개발되었다. 기둥으로 팔각형태의 콘크리트 충전강관이 사용되었고, 보에는 U단면 콘크리트 충전강관이 사용되었다. 보-기둥 모멘트접합을 위해 보 강관은 기둥 강판에 직접 용접되었다. 하지만 보 하부 플랜지는 응력집중을 피하기 위하여 기둥 강판에 용접되지 않았고, 대신 보 플랜지의 인장력을 전달하기 위해 기둥 관통철근이 사용되었다. 기존 외다이어프램 보강상세 및 복합모멘트접합 상세를 갖는 총 4개의 실험체를 제작하고, 반복하중실험을 수행하였다. 실험결과 복합모멘트접합 상세는 보 플랜지의 인장력이 기둥 내부로 효과적으로 전달되었다. 또한, 하중재하능력 및 변형능력이 기존 외다이어프램 상세와 거의 동일한 수준으로 나타났다. 하지만, 최종 접합부 파괴모드는 복합모멘트접합 상세에 따라 영향을 받았다.

In the present study, hybrid moment connections of welding and bar reinforcement for composite beam-column connections were proposed. Concrete-filled octagonal tube and U-section were used for the column and beam, respectively. In the beam-column connection, the top flange and web of the beam U-section were connected to the column plate by welding. However, to reduce stress concentration at the weld joints, the bottom flange of the beam was not welded to the column plate. Instead, to transfer the tension force of the beam flange, reinforcing bars passing through the column plate were used. Four exterior connections with conventional welded and hybrid moment connections were tested under cyclic loading and their cyclic behaviors were investigated. The test results showed that the hybrid moment connections successfully transferred the beam moment to the column. The strength and ductility of the hybrid moment connections were comparable to the conventional welded moment connection with exterior diaphragm; however, the connection performance was significantly affected by the details of the hybrid moment connection.

키워드

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피인용 문헌

  1. Experimental Investigation of Bolted Splice for Concrete-Filled Thin-Walled Tube Columns vol.31, pp.4, 2016, https://doi.org/10.7781/kjoss.2019.31.4.261
  2. Behavior of End Plate Moment Connection with Through Bolts for Concrete Filled Composite Members with Thin-Walled Sections vol.32, pp.6, 2016, https://doi.org/10.7781/kjoss.2020.32.6.405