RISS 학술연구정보서비스

검색
다국어 입력

http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

변환된 중국어를 복사하여 사용하시면 됩니다.

예시)
  • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
  • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
닫기
    인기검색어 순위 펼치기

    RISS 인기검색어

      검색결과 좁혀 보기

      선택해제
      • 좁혀본 항목 보기순서

        • 원문유무
        • 원문제공처
        • 등재정보
        • 학술지명
        • 주제분류
        • 발행연도
        • 작성언어
        • 저자
          펼치기

      오늘 본 자료

      • 오늘 본 자료가 없습니다.
      더보기
      • 무료
      • 기관 내 무료
      • 유료
      • 증기 에이징을 실시한 전로슬래그 콘크리트의 특성

        곽기주 ( Kwack Kee Ju ),손순종 ( Son Soon Jong ),서병철 ( Sea Byung Chal ),곽동림 ( Kwack Tong Lim ) 한국농공학회 1995 韓國農工學會誌 : 전원과 자원 Vol.37 No.5

        To examine the appicability of the converter slag to aggregate, tests were performed for the converter slag specimens which were aged with steam, and the stability of expansion was investigated. The strength of the converter slag was found to be lower than that of the natural aggregate. But the strength of the concrete mixed with the converter slag and the granular slag was increased with an increase of the content of the granular slag. The slump value was larger for the specimen of the converter slag than that for the natural aggregate. The specific weight of the converter slag was decreased with an increase of the aging peroid. The aging time for the converter slag was accessed to be about 48 hours to accommodate the full stability of the expansion. The amount of the steam needed to age one ton of converter slag to full expansion was accessed to be 60 kg. From the regression analysis for splitting tensile strength (t), and flexural strength (f), the compressive strength (c) based on the following formulas were proposed σ<sub>t</sub>=0.1506·σ<sub>c</sub>+4.5(kg/cm<sup>2</sup>) (σ<sub>f</sub>=0.1537·σ<sub>c</sub>+30.5(kg/cm<sup>2</sup>).

      • KCI등재SCOPUS
      • 전로슬래그를 콘크리트용 골재로 사용하기 위한 실험적 연구

        郭基柱,孫純鍾,徐炳鐵 순천대학교 공업기술연구소 1995 工業技術硏究所論文集 Vol.9 No.-

        To examine the appicability of the converter slag to aggregate, tests were performed for the converter slag specimens aged with steam, and the stability of expansion was investigated. The strength of the specimen was determined through the fracture test, and the results were summarized as follow. The strength of the converter slag was found to be smaller than that of the natural aggregate. The strength of the concrete mixed with the granulate slag was increased with an increase of the content of the granulate slag. The slump value was larger for the specimen of converter slag than that for the natural aggregate. The specific weight of the converter slag was decreased with an increase of the aging peroid. The aging time for the converter slag was accessed to be about 48 hours to accommodate the full stability of the expansion. The amount of the steam needed to age one ton of the converter slag to the range of full expansion was accessed to be 60 ㎏. From the regression analysis of the correlations among the compressive strength (σ_c), tensile strength (σ_t), and flexural strength (σ_f) the following formulas were proposed. σ_t=0.150681·σ_c+4.451729 σ_f=0.1537·σ_c+30.47224

      • 산업부산물을 이용한 콘크리트의 강도에 관한 연구

        郭基柱,孫純鐘,金基成 순천대학교 공업기술연구소 1994 工業技術硏究所論文集 Vol.8 No.-

        To examine the applicability of the converter furnace slag from iron-works as concrete aggregate respective concrete furnace slag with contents of 20%,40%,60%,80% were mixed with granulated slag, and the strength and stability tests for these specimens were followed. The slump value of the concrete mixed with converter furnace slag was higher than that of the conventional concrete. Furnace slag and granulated slag was increased as the increase of converter furnace content. The strength of the concrete mixed converter furnace slag and granulate slag increased as an increase of converter furnace content and age. The expansion rate of the concrete mixed with converter furnace slag and granulated slag increased from 0.007% to 0.19% as the converter furnace content changed from 20% to 80%. From the above results in the strength and expansion rate, the concrete with the converter furnace content of 40% was considered to be recommandable for the stable construction of the concrete. Calculated formalas for tensile strength (σ_t) and flexural strength(σ_f) from the regression analysis of the correlations among these compressive strength (σ_c) tensile strength and flexural strength are as follows. σ_t = 0.16952σ_c - 4.9313 σ_f = 0.25727σ_c + 6.0528

      연관 검색어 추천

      이 검색어로 많이 본 자료

      활용도 높은 자료

      해외이동버튼