• 제목/요약/키워드: Fine powder

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재유화형 분말수지와 고로 슬래그 미분말을 혼입한 폴리머 콘크리트의 압축강도 및 내산성 (Compressive Strength and Acid-Resistant of Polymer Concrete Using Redispersible Polymer and Blast Furance Slag Powder)

  • 김인수;성찬용
    • 한국농공학회논문집
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    • 제50권5호
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    • pp.19-27
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    • 2008
  • This study was performed to evaluate the compressive strength and acid-resistant of polymer concrete using redispersible polymer powder(RPP) and blast furnace slag powder(BSP). Material used were ordinary portlant cement, recycled coarse aggregate, natural fine aggregate, redispersible polymer powder and blast furnace slag powder. The main experimental variables were the substitution ratio of redispersible polymer powder and blast furnace slag powder, when the substitution ratios of RPP were 0, 1, 2, 3, 4, 5 and 6%, and those of BSP were 10%. The compressive strength and acid-resistant of polymer concrete using RPP and BSP were compared with those of ordinary concrete(Basis). When the substitution ratio of RPP was 1%, at age of 28 days, the compressive strength were more higher than those of Basis by 24%, and it was decreased with increasing the RPP content, respectively. Also, the water absorption ratio was decreased with increasing the RPP content. But, the acid-resistant was improved with increasing the RPP content.

나노크기 Sn 분말의 산화열처리에 의한 SnO2분말의 합성 및 미세조직 특성 (Synthesis of SnO2 Powders by Oxidation Heat Treatment of Nano-sized Sn Powders and Their Microstructural Characteristics)

  • 오승탁;이성일;주연준
    • 한국분말재료학회지
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    • 제14권5호
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    • pp.287-291
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    • 2007
  • Oxidation behavior and microstructural characteristics of nano-sized Sn powder were studied. DTA-TG analysis showed that the Sn powder exhibited an endothermic peak at $227^{\circ}C$ and exothermic peak at $560^{\circ}C$ with an increase in weight. Based on the phase diagram consideration of Sn-O system and XRD analysis, it was interpreted that the first peak was for the melting of Sn powder and the second peak resulted from the formation of $SnO_2$ phase. Microstructural observation revealed that the $SnO_2$ powder, heated to $1000^{\circ}C$ under air atmosphere, consisted of agglomerates with large particle size due to the melting of Sn powder during heat treatment. Finally, fine $SnO_2$ powders with an average size of 50nm can be fabricated by controlled heat treatment and ultrasonic milling process.

재유화형분말수지를 혼입한 재생콘크리트의 강도 특성 (Strength Properties of Recycled Concrete Containing Water-redispersible Copolymer Powder)

  • 김인수;성찬용
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2005년도 학술발표논문집
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    • pp.128-134
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    • 2005
  • This study was performed to evaluate the strength and durability properties of recycled concrete containing water - redispersible copolymer powder(WRP) and blast furnace slag powder(BSP) [RCWS]. Material used were cemente, recycled coarse aggregare, natural fine aggregate, water-redispersible copolymer powder, blast-furnace slag powder. Especially, Water-redispersible powder was used for blending with Inorganic binders such as cemente, gypsum and hydrated lime etc. First of all, Mixed ratio method of RCWS made Two Type. One was called type-1 which used to BSP content 5% and WRP(Water-redispersible powder) content 0%, 1%, 2%, 3%, 4%, 5%, 6%. respectively. Another was called Type-2 which used to BSP(blast furnace slag powder)content 10% and WRP(Water-redispersible powder) content 0%, 1%, 2%, 3%, 4%, 5%, 6%. respectively. According to the experimental results of (RCWS), Incase Type-2 at curing age 28days, Compressive strength, pulse velocity and dynamic modulous of elasticity were shown higher than Type-1 and The more WRP content increasing($0%{\sim}6%$) was the lower Compressive strength, Pulse velocity and Dynamic modulous of elasticity. Water absorption ratio was in the range of $3.85%\;{\sim}\;3.23%$, it was almost equal to Type-1, 2 but Increasing the WRP content($0%{\sim}6%$), The water absorption ratio is decreased.

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일반 강도용 고유동 콘크리트에서의 골재 입도 영향 (Effects of Aggregate Grading on the Performance of High-Flowing Concrete with General Strength)

  • 김상철;김연태;신동철
    • 한국구조물진단유지관리공학회 논문집
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    • 제16권6호
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    • pp.63-72
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    • 2012
  • 고유동 콘크리트는 일반 콘크리트에 비해 고가의 각종 혼화재료를 과량 혹은 추가로 사용하여야 하기 때문에 재료비 단가 상승, 추가 설비의 필요 등의 문제점이 있고, 재료분리를 방지하기 위해 분체량을 증가시킴으로써 과잉 강도발현 등 고유동 콘크리트가 갖고 있는 많은 장점이 있음에도 특수 목적이외에는 그 사용에 있어 제약이 있었다. 이에 본 연구에서는 기존에 개발된 고강도성 고유동 콘크리트와 달리 일반 강도의 고유동 콘크리트의 상용화를 위해 콘크리트 구성 재료 중에서 골재를 중심으로 이들의 합리적 활용과 콘크리트의 성능향상 모색을 위해 정량적 인자별 실험을 수행하였다. 사용한 실험변수로 물-시멘트비, 잔골재율, 골재의 조립률, 입자 크기의 중요도, 13mm 골재와 미립분의 활용에 대해 검토하였으며, 슬럼프플로와 U형 충전시험의 충전고차로 평가하였다. 연구결과, 고유동 콘크리트 성상은 굵은 골재보다 잔골재 입도에 대한 의존도가 높으며, 잔골재율이 높을수록, 조립률이 낮을수록 충전성과 유동성 확보에 유리하였다. 또한, 골재의 대체재로써 13mm 골재 및 미립의 석분을 활용함으로써 보다 효율적으로 충전성과 유동성을 향상시킬 수 있음이 본 연구를 통해 확인되었다.