Proceedings of the Korean Institute of Building Construction Conference (한국건축시공학회:학술대회논문집)

The Korean Institute of Building Construction (한국건축시공학회)
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Fire Resistance of High Strength Concrete followed by Thickness of Fireproof Plaster Board and Change of Adhesive Method

방화석고보드의 두께 및 접착방식 변화에 따른 고강도 콘크리트의 내화특성

  • 장기현 (청주대학교 건축공학과) ;
  • 김원기 (청주대학교 건축공학과) ;
  • 김호림 ((주)한성종합기술단건축사사무소 기술연구소) ;
  • 이진우 (두산건설(주) 기술연구소) ;
  • 양성환 (인천전문대학 건축과) ;
  • 한천구 (청주대학교 건축공학부)
  • Published : 2008.05.09
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Abstract

The study analyzed on fire resistance of high strength concrete followed by thickness of fireproof plaster board and change of adhesive method. In spalling characteristics after fire resistance test, all four-side covering concretes were left out of testing screens. Thus, serious spalling was happened by exposing their internal reinforcing rods. in partial testing screens, spalling was happened till the internal concrete of main reinforcing rod. Only, temperature history didn't have special differences among changes of adhesive method. However, thickness of fireproof plaster board is very important. Namely, mock member reinforcing 25mm general adhesive + Bending was 583℃ in the highest temperature of surface part and 479℃ in the highest temperature of the main reinforcing rod, which was relatively good temperature history.

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