Earticle

다운로드

혼화재를 잔골재 일부로 사용한 모르타르 및 콘크리트의 조기강도 발현 특성
The Early Strength Properties of Mortar and Concrete with Mineral Admixtures as a Part of Fine Aggregate

  • 간행물
    대한건축학회연합논문집 KCI 등재 바로가기
  • 권호(발행년)
    제12권 제2호 통권 42호 (2010.06) 바로가기
  • 페이지
    pp.217-224
  • 저자
    최세진, 김무한
  • 언어
    한국어(KOR)
  • URL
    https://www.earticle.net/Article/A121705

원문정보

초록

영어
In constructing a concrete structure, one of the most important things to be considered is the construction period, because delay in the construction period makes construction costs more expensive. This paper investigated the effects of the kinds and replacement ratio of mineral admixtures as fine aggregate on the early strength properties of mortar and concrete mixtures. For this purpose, fly ash(FA) and blast furnace slag powder(BS) which are broadly used as mineral admixtures in concrete were selected in this investigation. In addition, another mineral admixtures such as meta kaolin(MK), zeolite(ZL) and diatomite(DM), which have an improvement effect of strength were used. The mineral admixtures were used to replace fine aggregate at replacement ratios of 0%, 2% and 4% by volume. The compressive strength of mortar and concrete were determined at various early ages. In addition, the batcher plant(B/P) test was performed for optimum mixture selected through previous tests. Test results indicated that the dosage of high-range water reducing agent of the mixture using the mineral admixture as fine aggregate increased relatively, in particular, the dosage of the mixture using DM as fine aggregate increased significantly about 4 to 6 times than other mixtures. The early-age compressive strength of mortar and concrete mixtures with mineral admixture as fine aggregate was higher than that of base mixtures. In addition, the compressive strength of concrete with BS showed higher early strength value than other mixtures. For B/P test results, the time for deforming of early-strength development concrete(ESC) which ranged from 20 to 38 hours, was shorter than the Plain mixture ranging from 30 to 72 hours.

목차

Abstract
 1. 서론
 2. 실험개요
  2.1 실험계획
  2.2 사용재료 및 시험방법
 3. 실험결과 및 분석
  3.1 혼화재 종류 및 치환율에 따른 모르타르의 유동성 및 압축강도 발현특성(Ⅰ시리즈)
  3.2 혼화재 종류 및 치환율에 따른 콘크리트의 유동성 및 압축강도 발현특성(Ⅱ시리즈)
  3.3 레미콘 B/P시험을 통한 양생온도별 콘크리트의 조기강도 발현특성 (Ⅲ시리즈)
 4. 결론
 참고문헌

저자

  • 최세진 [ Choi, Se-Jin | (주)삼표 기술연구소 책임연구원, 공학박사 ] Corresponding Author
  • 김무한 [ Kim, Moo-Han | 충남대학교 건축공학과 명예교수, 공학박사 ]

참고문헌

자료제공 : 네이버학술정보

    간행물 정보

    • 간행물
      대한건축학회연합논문집 [Journal of the Regional Association of Architectural Institute of Korea]
    • 간기
      격월간
    • pISSN
      1229-5752
    • 수록기간
      1999~2026
    • 등재여부
      KCI 등재
    • 십진분류
      KDC 540 DDC 690