Journal of the Architectural Institute of Korea (대한건축학회논문집)

Architectural Institute of Korea (대한건축학회)
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A Flexural Performance Evaluation of CLT-Concrete Composite Floors Used Steel Shear Connectors

강재 전단 연결재가 사용된 CLT-콘크리트 합성바닥판의 휨성능 평가

  • 박금성 (한국건설기술연구원 건축연구본부) ;
  • 오근영 (한국건설기술연구원 건축연구본부)
  • Received : 2021.06.16
  • Accepted : 2021.09.23
  • Published : 2021.10.30
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Abstract

The purpose of this study was to evaluate the flexural performance of CLT-concrete composite floors that used steel shear connectors for applying a light modular system. The proposed steel shear connectors are inverted U-shaped and T-shaped, and were installed in the notches of the CLT floor. As experimental variables, the shear connector types, the number and thickness of CLT layers were considered, and the flexural performance of six composite floor specimens was evaluated. As a result, the maximum loads of all specimens were determined by rolling shear fractures and the specimens using the inverted U-shaped shear connector showed excellent flexural performance. However, the composite effect between CLT and concrete was found to be insignificant, and it is considered that it is necessary to improve the shape of steel shear connector later.

Keywords

Acknowledgement

이 연구는 2021년도 국토교통과학기술진흥원의 도시건축연구사업 연구비 지원에 의한 결과의 일부임. 과제번호:No.20AUDP-B146511-04.

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