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고강도용 폴리카르본산계 고성능 감수제가 사용된 콘크리트의 성능
이완조,강성구,황인동,이재용,박성,정윤중,Lee, Wan-Jo,Kang, Sung-Gu,Hwang, In-Dong,Lee, Jae-Yong,Park, Sung,Chug, Yun-Joong 한국세라믹학회 2005 한국세라믹학회지 Vol.42 No.3
최근 국내에 소개된 폴리카르본산계의 종류는 기능적 분류로 감수용, 유지용, 초고강도용 등으로 소개되고 있으며 이들은 각기 화학적 구조의 차이와 시멘트와 혼합 후 거동의 차이에 의하여 각기 다른 물리적 특성을 보였으며 감수용의 경우 시멘트 중량의 $1.2\%의 사용시 $30\% 이상의 높은 감수율을 보였으나 골재분리를 동반하였으며 콘크리트 제조 후 45분 경과시 슬럼프 플로우의 감소가 약 30cm 이상 발생하였으며 유지용의 경우 롱일 사용량에서 약 $25\% 감수율을 보였으며 45분까지의 슬림프 플로우의 경시 변화는 15cm 이하로 관찰되었다. 초고강도용의 경우 시멘트 중량의 $1.2\%를 사용한 경우 $30\% 이상의 감수율로 관찰되었으며 슬럼프 플로우의 45분 후의 경시변화는 100m 이하로 측정되었다. 압축갔도의 경우 초고강도용의 경우 탁월한 조기 강도 증진 효과를 보였으며 특정배합에서의 18시간 압축강도는 약 $60\;Kgf/cm^2$ 이상이 확보될 수 있었으며 24시간에서 $80\;Kgf/cm^2$이상이 확보될 수 있었다. There are many kinds of polycarboxylate superplasticizer as a functional classification which are introduced to domestic; Water Reducer, Retention, Ultra High Strength Superplasicizer. These are showed different physical behaviors because of the difference in the chemical system and the manners after cement mixing. In the case of water reducer, when $1.2\% of cement weight used, water reducing which is over $30\% is observed, but it take with segregation and the reduction of slump flow shows over 30 cm after 45 min of concrete produce. In the case of retention, when the same quantity used, water reducing which is about $25\% is observed and slump flow which is up to 45 min shows under 15 cm. And in the case of ultra high strength, when $1.2\% of cement weight used, water reducing which is over $30\% is observed, and slump flow which is up to 45 min recorded fewer than 15 cm. Compressive strength of ultra high strength superplasticizer has take effect of early age strength, and in the condition of specific mixing, 18 h-compressive strength is insured for more than $60\;Kgf/cm^2$ and 24 h-compressive strength is insured for more than $80\;Kgf/cm^2$.
DFSS를 이용한 Door Inside Handle 작동음 저감에 대한 고찰
황태진(Taejin Hwang),황인선(Inseon Hwang),이근수(Keunsoo Lee),김인동(Indong Kim) 한국소음진동공학회 2011 한국소음진동공학회 학술대회논문집 Vol.2011 No.4
In these days, the passenger vehicles usually have equipped various comfort & security systems to appeal to customers. And then, the importance of emotional quality gives added weight to the noise performance of those system devices. Door inside handle system is one of the most popular devices for passenger. This paper shows developing process about the operating sound of door inside handle. We used DFSS process to develop the door inside handle snap back sound and confirmed the improvement.
강성구,이완조,황인동,박성,정윤중,Kang, Sung-Gu,Lee, Wan-Jo,Hwang, In-Dong,Park, Sung,Chung, Yun-Joong 한국세라믹학회 2005 한국세라믹학회지 Vol.42 No.2
Nowadays, large amount of waste pottery and porcelain annually are produced. It is needed that they are used as recycled materials in order to prevent environmental pollution and gain economic profits. Therefore, the purpose of this study is to present the method of utilizing the recycled aggregates that are obtained from waste pottery and porcelain as the concrete aggregate. The qualities of the recycled aggregate were compared with those of the crushed aggregate through measuring their physical properties. The test results showed that the replacement of crushed aggregate by recycled aggregate at the levels $10\%,\;20\%$, and $30\%$ had little effect on the compressive strength of the concretes, but higher levels of replacement reduced the compressive strength. Increment of the replacement of recycled aggregate caused increase in absorption ratio. As a conclusion, norman strength recycled aggregate concretes can be produced using less than $30\%$ of recycled aggregate. 현재 국내에서 많은 양의 도자기 폐기물이 발생하고 있으며, 이들 폐기물은 경제적 이득과 환경 보전의 차원에서 재활용하는 방안이 모색되어져야 한다. 따라서, 본 연구에서는 도자기 폐기물을 콘크리트용 골재로 이용하여 폐도자기의 재활용성을 검증하고자 하였다. 폐도자기 재활용 골재(recycled aggregate)의 품질을 부순 골재(crushed aggregate)와 비교 분석하였으며, 부순 골재 단독 콘크리트와 재활용 골재가 비례대로 치환된 콘크리트의 물리적 특성을 비교 분석하였다. 실험 결과 재활용 폐도자기의 비율이 $10\%,\;20\%$, 그리고 $30\%$까지는 압축강도에 작은 영향을 미쳤지만, 재활용 폐도자기의 비율이 $30\%$ 이상 증가할수록 압축강도는 급격히 감소하였으며, 홉수율은 증가하였다. 실험 결과에 따르면, 일정한 압축강도를 지니는 폐도자기 재활용 콘크리트의 제조를 위해서 대체 가능한 재활용 골재의 최대 함량은 $30\%$임을 확인 할 수 있었다.
김상헌(Kim, Sang-Heon),전현규(Jeon, Hyun-Kyu),황인동(Hwang, In-Dong) 대한건축학회 2013 大韓建築學會論文集 : 構造系 Vol.29 No.2
In modern construction, concrete has been recognized as a very useful material, but one of the weaknesses is the low insulation performance. The application of lightweight aggregate can be a solution for improving concrete performance. In additionally, Thermal reaction of materials called PCMs.(Phase Change Materials) is very unique, and they are estimated to be very useful depending on how to use. In these background, the properties and heat storage capacities of lightweight aggregates impregnated with PCM (Phase Change Material) storage are studied from the experimental aspects in this paper. The results of this study were as follows; The condition tests of lightweight aggregates impregnated with PCM represent significant decrease of water absorption ratio, which was less than 1%, as well as 2~11% increase of density comparing to initial absolute dry conditions. Differential scanning calorimetry of the aggregated impregnated with PCM indicates 4~10 J/g of the amount of heat storage capacity. The results show that it is considered that lightweight aggregate concrete impregnated with PCM may have thermal energy storage capacity.