• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2016년도 춘계 학술논문 발표대회
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• pp.118-119
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• 2016

γ-C₂S is known as a kind of substance that it does not react with water at room temperature. However it could react with the CO₂ producing CaCO₃ and silica gel as the carbonation products. Thus γ-C₂S can be used as a mineral addition to improve the compressive strength and durability of concrete. On the other hand, the manufacture of γ-C₂S can give an effective utilization of industrial by-product with low energy consumption and low CO₂ emission. This paper aims to summarize the development situation on this field.

• 한국세라믹학회지
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• 제53권2호
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• pp.194-199
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• 2016

Presently, for the cement industry, studies that seek to reduce $CO_2$, because of the development of the plastic industry and demand for reduction of energy use, have been actively conducted among them, studies attempting to use Gamma-$C_2S({\gamma}-C_2S)$ to fix $CO_2$ have been actively conducted. The ${\gamma}-C_2S$ compound has an important function in reacting to $CO_2$ and stiffening through carbonatization in the air. The ${\gamma}-C_2S$ compound, reacting to $CO_2$ in the air, generates $CaCO_2$ within the pore structure of cement materials and densifies the pore structure this leads to an improvement of the durability and to the characteristic of resistance against neutralization. Therefore, in this experiment, in order to synthesize ${\gamma}-C_2S$, limestone sludge and waste foundry sands are used these materials are plasticized for 30 or 60 minutes at $1450^{\circ}C$, and are prevented from being cooled in the temperature range of $30{\sim}1000^{\circ}C$ when they are about to be cooled. XRD analysis and XRF analysis are used to determine the effects of this process on ${\gamma}-C_2S$ synthesization, the temperature at which a thing is plasticized, and the conditions for cooling that obtain in the plasticized clinker also, in order to confirm the $CO_2$ capture function, analysis of the major hydration products is conducted through an analysis of carbonatization depth and compressive strength, and through MIP analysis and XRD Rietveld analysis. As a result of these analyses, it is found that when ${\gamma}-C_2S$ was synthesized, the clinker that was plasticized at $1450^{\circ}C$ for one hour demonstrated the highest yield rate the sample with which the ${\gamma}-C_2S$ was mixed generated $CaCO_3$ when it reacted with $CO_2$ therefore, carbonatization depth and porosity were reduced, and the compressive strength was increased.

• The Korean Journal of Ceramics
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• 제6권4호
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• pp.339-342
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• 2000

In the present study, we attempted to apply DV-X$\alpha$ method to expressing the reactivity of materials. The expression of reactivity was discussed by comparison between ${\gamma}$-C$_2$G having hydraulic activity and ${\gamma}$-C$_2$S not having hydraulic activity at normal conditions. It was found that the model cluster used for calculation can finely reproduce the bulk and surface states using with and without point charge, respectively. The hydration state was also represented by placing OH￣ on the surface of the cluster. It was calculated that the bond strength of the first layer (as surface) was bigger than that of inner layers (as bulk) for ${\gamma}$-C$_2$S while that of the first layer for ${\gamma}$-C$_2$G was smaller than that of inner layers. Subsequently a model in which OH￣ is coordinated on Ca at the surface was also calculated. The bond strength with OH￣ was stronger than that without OH￣, while for ${\gamma}$-C$_2$G the bond strength with OH￣ was weaker than that without OH￣. From these results, it is concluded that the hydraulic activity depends on whether the bond strength for hydrated state becomes weaker than that unhydrated state or not.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 봄 학술논문 발표대회
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• pp.71-72
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• 2020

γ-dicalcium silicate (γ-C2S) is characterized by its strong carbonation reactivity and has the prospect to be utilized as a building material with the added benefit of CO2 capture. This paper aims to point out the impact of γ-C2S on the microstructure characteristics and mechanical properties of GGBFS paste, and mortar samples. Three curing conditions including un-carbonation, natural carbonation, and accelerated carbonation were applied to the research. Besides, hydration products after the carbonation process are also detected. What's more, the carbonation treatment method also meets the requirement of capture more greenhouse gas and recycles the waste products of metallurgy.

• 한국세라믹학회지
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• 제40권8호
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• pp.758-764
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• 2003

비정질알루미나와 기공형성제를 물과 혼합하여 원통형으로 성형하고 수화, 건조 및 소성하여 ${\gamma}$-alumina pellets을 제조하였다. 촉매 전구체인 Fe(NO$_3$)$_3$ㆍ9$H_2O$의 농도를 일정하게 하면서 $CH_3$COOH의 농도를 2.5~20% 범위로 변화시킨 혼합용액을 제조하고, 여기에 ${\gamma}$-alumina pellets을 침척하여 $200^{\circ}C$ 온도로 3시간 수열처리 한 다음, 결정의 생성 및 변화, 기공특성, $N_2$ 흡/탈차특성, 산점변화 그리고 기계적 강도 등을 조사하였다. $CH_3$COOH 의 농도에 따라 0.5~2${\mu}m$ 길이의 침상으로 결정이 성장하였고, 결정구조는 의사베마이트 구조를 나타냈다. 10% $CH_3$COOH 용액에서 수열처리 했을 때 100~1000$\AA$사이의 기공부피가 0.86cc/g롤 가장 높았으며, 질소 흡탈착 이력곡선의 폭이 가장 작게 나타났다. $CH_3$COOH 농도가 5~15% 범위일 때 새로운 C-H 관능기가 형성되었고, 촉매의 기계적 강도도는 $CH_3$COOH 농도가 2.5%일 때 1.35MPa로 가장 높았다.

• 콘크리트학회논문집
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• 제25권3호
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• pp.339-345
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• 2013

이 연구는 200000 $m^3$의 용량을 갖는 지하식 LNG 저장탱크의 지붕 콘크리트에 대한 요구성능 및 이에 따른 콘크리트의 최적배합비를 도출하고, 현장시공의 자료로 제안하기 위한 것이다. 지붕 콘크리트는 돔형 지붕의 경사기울기에 따라 굳지 않은 콘크리트의 시공성 및 충전성이 요구된다. 또한, 1.4~0.6 m의 지붕두께를 고려한 수화열 저감과 콘크리트 타설 후의 프리스트레싱 작업 및 air support의 제거공정에 따른 단계별 압축강도의 확보가 중요한 요구성능이다. 이러한 조건을 고려하여 지붕의 기울기가 $20^{\circ}$ 미만일 경우에는 슬럼프 $100{\pm}25$ mm, $20^{\circ}$ 이상일 경우에는 $150{\pm}25$ mm로 선정하였으며, 경시변화 60분을 만족해야 한다. 특히, 91일 재령의 설계기준강도 30 MPa, 프리스트레싱 작업시 7일 재령의 압축강도 10 MPa, air support 제거공정에서 21일 재령의 압축강도 14 MPa을 만족해야 한다. 석회석 미분말의 최적 치환율은 구속시험 결과에 따라 정하였으며, 주요 배합변수는 물-시멘트비, 잔골재율 및 고성능 AE감수제의 첨가율 등이다. 배합시험 결과, 저열 포틀랜드 시멘트 및 석회석 미분말을 사용한 지붕 콘크리트의 최적배합 조건은 석회석 미분말의 최적 치환율 25%(내할), 물-시멘트비 57.8%, 잔골재율 42.0%로 나타났으며, 공기량 및 슬럼프의 시험결과도 경시변화 60분까지 성능을 만족하였다. 또한, 단열온도 상승시험의 결과, 단열온도 상승양($Q{\infty}$)이 $26.3^{\circ}C$, 상승속도(${\gamma}$) 0.58로 선행탱크(TK-13,14)와 비교해 볼 때 매우 낮게 나타나 수화열 저감의 효과를 기대할 수 있다. 이러한 요구성능 및 최적배합 조건을 만족하는 설계기준강도 30 MPa(배합강도 36 MPa)의 지하식 LNG 저장탱크의 지붕 콘크리트용으로 제안하였다.