기관회원 [로그인]
소속기관에서 받은 아이디, 비밀번호를 입력해 주세요.
개인회원 [로그인]

비회원 구매시 입력하신 핸드폰번호를 입력해 주세요.
본인 인증 후 구매내역을 확인하실 수 있습니다.

회원가입
서지반출
섬유혼입율 및 개발 내화피복용 보드의 두께 변화가 고강도 콘크리트 모의 기둥부재의 내화특성 및 잔존내력에 미치는 영향
[STEP1]서지반출 형식 선택
파일형식
@
서지도구
SNS
기타
[STEP2]서지반출 정보 선택
  • 제목
  • URL
돌아가기
확인
취소
  • 섬유혼입율 및 개발 내화피복용 보드의 두께 변화가 고강도 콘크리트 모의 기둥부재의 내화특성 및 잔존내력에 미치는 영향
저자명
양성환,Yang. Seong-Hwan
간행물명
大韓建築學會論文集 : Journal of the architectural institute of Korea : Structure & construction / 構造系
권/호정보
2011년|27권 12호|pp.155-162 (8 pages)
발행정보
대한건축학회
파일정보
정기간행물|
PDF텍스트
주제분야
기타
이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
서지반출

기타언어초록

This study investigates the combined effect of fiber addition and fireproofing protection board on fire resistance of high strength concrete. For fiber addition, the fiber type combining polypropylene and nylon (polylon) was selected based on previous work to achieve the optimum level of fire resistance. For thermal barriers, to achieve full fire resistance and to avoid falling-off from substrate concretes during fire exposure, constituents, mixture proportion and installation were also chosen based on previous work. Different contents of the fibers and different thicknesses of the thermal barriers were applied to concrete specimens. Fire tests were conducted according to the standard heating curve of ISO-834. Test results showed that the concrete with a single use of fiber addition could resist spalling, but resulted in the failure of a minimum temperature limit regulated by a fire code. These results were constantly observed, regardless of fiber content. In addition, the concrete with a single use of thermal barriers protected the substrate concrete from spalling, but deteriorated residual properties after fire exposure. However, this study found that the concrete with the application of both fiber addition and thermal barriers together significantly improved the fire resistance and residual properties of the concrete. In particular, the residual strength of the concrete with fiber addition and thermal barriers was enhanced 30 to 40% higher than the concrete with fiber addition only, which implies that this simultaneous application makes the substrate concrete after fire exposure equal to the control concrete at room temperature in terms of the level of residual strength.