• 제목/요약/키워드: Adiabatic compression

검색결과 53건 처리시간 0.02초

규불화염계 복합 조성물을 사용한 콘크리트의 수밀특성에 관한 실험적 연구 (Experimental Study on Watertightness Properties of Concrete Using Fluosilicates Based Composite)

  • 정원섭;박동수;권기주;김정우;김도수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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    • pp.429-432
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    • 2008
  • Large area members such as foundation concrete of underground structures in power plants have an effect on structural stability and durability of the structure due to danger of crack occurrence and shrinkage crack that occur owing to the difference of temperature by heat of hydration between inside and outside of the members at initial age. And a construction for waterproofness is performed additionally to protect marine structures from osmosis of seawater because the structures adjoin below the surface of sea. So, if a rise of the heat of hydration, crack, and corrosion of bars are controled effectively using a composite such as fluosilicate salt in concrete production process of a initial construction, expenses are cut down and construction hours are reduced by securing durability through improvement of watertightness. The property tests of adiabatic temperature by hydration are carried out at initial age about standard concrete and test concrete using a fluosilicate salt composite to evaluate an effect on improvement of watertightness for concrete structures in this study. And the experiments such as a permeability test of hardened concrete, a water absorption test, a compression strength test and a elongation test are carried out and the results from these are described.

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한반도 지형이 대상수렴운의 생성에 미치는 영향에 관한 WRF 민감도 실험 (WRF Sensitivity Experiments on the Formation of the Convergent Cloud Band in Relation to the Orographic Effect of the Korean Peninsula)

  • 김유진;이재규
    • 대기
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    • 제25권1호
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    • pp.51-66
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    • 2015
  • This study was conducted to perform various sensitivity experiments using WRF (Weather Research and Forecasting) model in order to determine the effects of terrains of the Korean Peninsula and the land-sea thermal contrast on the formation and development of the convergent cloud band for the cases of 1 February 2012. The sensitivity experiments consist of the following five ones: CNTL experiment (control experiment), and TMBT experiment, BDMT experiment and ALL experiment that set the terrain altitude of Taeback Mountains and Northern mountain complex as zero, respectively, and the altitude of the above-mentioned two mountains as zero, and LANDSEA experiment that set to change the Korean Peninsula into sea in order to find out the land-sea thermal contrast effect. These experiment results showed that a cold air current stemming from the Siberian high pressure met the group of northern mountains with high topography altitude and was separated into two air currents. These two separated air currents met each other again on the Middle and Northern East Sea, downstream of the group of northern mountains and converged finally, creating the convergent cloud band. And these experiments suggested that the convergent cloud band located on the Middle and Northern East Sea, and the cloud band lying on the southern East sea to the coastal waters of the Japanese Island facing the East Sea, were generated and developed by different dynamical mechanisms. Also it was found that the topography of Taeback Mountains created a warm air advection region due to temperature rise by adiabatic compression near the coastal waters of Yeongdong Region, downstream of the mountains. In conclusion, these experiment results clearly showed that the most essential factor having an effect on the generation and development of the convergent cloud band was the topography effect of the northern mountain complex, and that the land-sea thermal contrast effect was insignificant.

증기양생이 불필요한 PC부재용 조강형 콘크리트 개발에 관한 연구 (A Study on the Development of Non-PC High-Early-Strength Concrete Without Steam Curing)

  • 전우철;이지환;박희곤;이재삼;김경민;조인성
    • 한국건축시공학회지
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    • 제14권2호
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    • pp.156-162
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    • 2014
  • 본 연구는 PC(Precast Concrete)부재 생산 시 스팀양생 공정을 생략하여 경제적 및 환경적 문제를 해결하고자 상온양생으로 탈형강도(10MPa이상)를 만족시킬 수 있는 조강형 콘크리트를 개발하는데 목적이 있다. 따라서, 조기강도 발현에 반응성이 높은 $C_3S$를 많이 함유하고 있는 조강 시멘트와 $C_3S$의 수화반응을 높이는 경화촉진제를 사용한 조강콘크리트를 평가하였으며, 경화촉진제를 사용한 콘크리트 실험결과는 다음과 같다. 유동성 확인을 위한 슬럼프 플로 시험과 공기량은 목표값을 만족하였다. 경화촉진제를 혼입함에 있어 압축강도는 12시간까지 급격한 발현성상을 나타내었으며, 6~9시간 만에 목표를 만족하였다. 건조수축 및 자기수축의 최대 수축량은 ($-800{\times}10^{-6}$)이하의 값을 나타내어 양호한 것으로 나타났다. 또한, 간이단열온도상승 시험으로 24시간 이내에 Peak 온도를 나타내고 감소하는 것을 확인하였다.