• 제목/요약/키워드: Ligthweight

검색결과 3건 처리시간 0.017초

EPS 비드를 사용한 경량기포콘크리트의 차열성능의 실험적 연구 (Experimental Study on the Heat Shielding Performance of Lightweight Foamed Concrete Using EPS beads.)

  • 홍상훈;송승리;유남규;정의인;김봉주
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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    • pp.21-22
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    • 2018
  • Foamed concrete is a porous concrete that is cured by mixing bubbles into cement slurry. It is lighter than ordinary concrete and is characterized by higher insulation. Lightweight foamed concerte is mainly used as a sandwich panel in Korea, and is also used as a refractory filler in fireproof safes. Studies on lightwight foamed concrete have been carried out on strength,density and thermal conductivity. However, it is confirmed that the research on the fire resistance performance is very limited. Based on this study, fire resistance of lightweight foamed concrete using expanded polystyrene beads is investigated.

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FAHM(Fly-Ash Hollow Microsphere)첨가에 의한 도자기의 소성특성과 경량화 (Lightweight Characteristics and Sintering behavior of Porcelain by Addition FAHM(Fly-Ash Hollow Microsphere))

  • 김근희;피재환;김종영;조우석;김경자
    • 한국세라믹학회지
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    • 제48권3호
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    • pp.228-235
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    • 2011
  • Sintering behavior and lightweight characteristics of porcelain by addition of FAHM (Fly-Ash Hollow Microsphere) were evaluated. Green body of Backja composition (general porcelain) in which FAHM was added(15 and 20 wt%) was made by slip casting method. The green body was sintered at 1270 and $1290^{\circ}C$ and maintained for 1h. The bulk density and linear shrinkage of the sintered body with FAHM (20 wt%) decreased. As the contents of FAHM. increased, mullite and cristobalite phases increased. In the microstructure, FAHM shells remained after sintering, and the generation of mullite fibers around FAHM shells also were confirmed. the weight of porcelain with of 20% FAHM decreased by 40% and residual FAHM shells promoted the mullite of generation in the matrix.

모형챔버시험을 이용한 점성토 지반에 설치된 경량포장체용 기초의 하중전달 특성 (An Analysis of Pile Foundation Load Transfer for Lightweight Pavement System in Clay Soil using Lab Chamber Test)

  • 이관호;신광호
    • 대한토목학회논문집
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    • 제36권3호
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    • pp.545-550
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    • 2016
  • 본 연구에서는 말뚝기초의 실내모형시험을 통해 연약지반상의 경량포장체용 기초로서의 적합성을 분석 및 평가를 목적으로 하고 있다. 안전성 평가를 위해 실내모형시험용 경량포장체용 말뚝기초모형을 실제 포장체 사이즈의 1/30으로 축소한 모형을 이용하여 시험을 실시하였다. 지반 조건은 연약지반을 모사하여 모델링하였고, 말뚝은 마찰군말뚝으로 실험하였다. 제한된 실험으로부터 측정된 모형포장체의 침하량은 Case A는 0.86 mm, Case B는 0.70 mm, Case C는 0.50 mm로 측정되었다. 측정된 말뚝기초 모형의 실험값을 실제 크기로 환산하였을 때의 최대침하량과 부등침하량은 각각 25.8 mm와 10.8 mm로 도로교 설계기준에 의거하여 최대부등변위량인 50 mm와 부등변위량 20 mm를 넘지 않는 것으로 보이며 침하량을 기준으로 안전성을 평가 할 경우 안전한 것으로 판정되었다.