• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 추계 학술논문 발표대회
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• pp.116-117
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• 2019

In this research, Proctor insertion resistance test values and Durometer A type hardness values were compared and analyzed between the setting times of the concrete using CGS for Fine Aggregate, and the results are summarized as follows. 1) The Proctor penetration resistance test value and the hardness value of Durometer A type showed a high correlation in the form of a curve. 2) About surface finish The resolution exceeding the hardness value of the Durometer A type uses about 25 HD, and in the case of termination, about 35 HD, and is considered to be effective for determining the surface finishing work time. The possibility to do is expected.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 추계 학술논문 발표대회
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• pp.118-119
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• 2019

In this study, we compared the proctor penetration resistance test value of the concrete using CGS for Fine Aggregate and the hardness value of the Durometer. The results are summarized as follows. 1) Surface finish The Durometer C type setting time measurement value was about 45 HD, and the hardness value of the Durometer D type was about 5HD. 2) The proctor penetration resistance test value and the hardness value of the Durometer are highly correlated and are expected to be easy to use.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.97-98
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• 2022

In this study, conducted a Mock-up test on the use of TBC and CGS fine aggregates for the purpose of reducing the upper and lower hydration heat according to the horizontal division and punching of mass concrete. As a result of the experiment, it is judged that it will be effective in preventing temperature cracking of mass concrete when mixing the upper and lower parts and replacing CGS.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.154-155
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• 2022

In this study, propose a plan to efficiently utilize CGS, a by-product generated from IGCC, as a mixed fine aggregate for concrete. The effect of the premixed cement types and CGS replacement rate on the overall characteristics and length change rate of concrete was analyzed. As a result of the analysis, the effect of CGS was found to be insignificant, and the effect of cement was found to be dominant.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.235-236
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• 2021

This study evaluated temperature distribution through adiabatic temperature rising test and hydration heat Analysis as a performance verification to utilize CGS as a hydration heat reduction material for mass concrete when replacing it with fine aggregate. According to the analysis, the temperature difference between the center and the surface was the highest at about 30℃, followed by the CGS 50% at 26℃ and the low heat combiner FA 30% at 23℃.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 가을 학술논문 발표대회
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• pp.179-180
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• 2022

In this study, analyzed the effect of using CGS before and after the pre-treatment process as fine aggregate on the resistance to sulfate attack in concrete. As a result of the analysis, Although it showed a similar tendency to Plain (CS100), it is judged that it is necessary to analyze the resistance to sulfate attack due to the increase in immersion periods such as 180 days and 365 days.

• Korean Chemical Engineering Research
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• 제52권5호
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• pp.592-602
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• 2014

석탄 가스화 복합 발전(coal-based IGCC power plant)에서 가스화기의 동적 상태와 성능이 플랜트 전체에 큰 영향을 미치므로, 가스화기가 문제 없이 운전 되도록 제어 하는 것은 전체 플랜트의 가동률을 높이는 데 있어 매우 중요한 일이라 할 수 있다. 가스화기의 안정적인 운전을 위해서는 고체 슬래그 층의 두께가 일정하게 유지되어야 하는데, 고체 슬래그 두께는 실시간 측정이 불가능하기 때문에 상태를 추정하여 추론 제어해야 한다. 본 연구에서는 Shell-type 가스화기의 동적 모사 모델을 개발하고 다변수 시스템의 추론 제어를 위한 방법으로 두 가지 선형 예측 제어 기법을 적용하여 그 특성을 분석하였다. 측정되지 않는 변수의 상태 추정을 위해 Kalman 필터 기법을 이용하였다. 측정 불가능한 1차 변수를 대신하여 측정 가능한 2차 변수를 제어하는 전통적인 추론 제어 기법으로는 외란의 종류에 따라 추론 제어가 불가능 할 수 있음을 확인하였고, 측정되지 않는 슬래그 두께를 Kalman 필터 기법을 이용하여 추정하여 성능 예측에 반영하고 외란 모델을 사용하여 예측 제어하는 경우 두 가지 측정 불가능한 외란 모두에 대해 추론 제어가 가능함을 확인하였다.