• Resources Recycling
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• v.20 no.6
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• pp.71-77
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• 2011

Raw mix of molten clinker was fabricated using blast furnace slag as starting material. Raw mix was melted at 1620 for molten clinker fabrication. Color and mineral composition of molten clinker was investigated by XRD and colorimeter. It was found that the molten clinker contains alite and belite equivalent to OPC clinker mineral and shows higher whiteness value than that of OPC. Whiteness of the molten clinker decreased with LSF and SM. Also the whiteness value of the slag cement using molten clinker was higher than that of common slag cement.

• Journal of the Korean Ceramic Society
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• v.22 no.1
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• pp.25-34
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• 1985

The states of alkali occuring in Portland cement clinker were studied. Potassium was added to raw mixture by there kinds ; $K_2SO_4$, $K_2CO_3$ and KOH. In case of $K_2CO_3$ and KOH addition the new state of unstable alkali was found when alkakli content is high and $SO_3$ content is low in the clinker. Unstable state of highly basic free 4K_2O$ causes lowering burnability much more than alkali sulfate especially at the early stage of burning. Lowered burnability by 4K_2O$ became more serious with higher LSF. Unstable free-4K_2O$ which is readily soluble with water reacts with gypsum to form $Ca(OH)_2$ and syngenite as soon as water is added. As a results the liberation rate of heat of hydration at the early hydration process(1st peak) was increased.

• Korean Journal of Materials Research
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• v.21 no.12
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• pp.679-684
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• 2011

One of the trace constituents included in cement clinker, chromium, has become prominent and highly noticed lately as a social issue both inside and outside of this country because it affects the human body negatively. The purpose of the present study was to investigate leaching properties of water-soluble hexavalent chromium by different manufacturing conditions of cement clinker. Raw materials were prepared to add different $SiO_2$, $Al_2O_3$ and $Fe_2O_3$ sources. After the raw materials, such as limestone, sand and clay, iron ore was pulverized and mixed, and the raw meal was burnt at $1450^{\circ}C$ in a furnace with an oxidizing atmosphere. Leaching of soluble hexavalent chromium showed a tendency to decrease with an increasing LSF and IM. However, leaching of soluble hexavalent chromium increased with an increasing S.M. Alkali contents of iron source minerals is closely related to the leaching properties of soluble hexavalent chromium. Green sludge has the highest content of alkali added; leaching of water-soluble hexavalent chromium was mostly high. In order to reduce the water-soluble hexavalent chromium in cement, reducing the alkali content in raw materials is important.

• Journal of the Korean Ceramic Society
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• v.22 no.2
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• pp.25-32
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• 1985

Effect of alkali $SO_3$ and $C_2S$ content and cooling condition of clinker on the formation of unstable alkali and cooling condition of clinker on the formation of unstable alkali was investigated. As a result alkali and $SO_3$ content of clinker were the main factors of unstable alkali formation and equation (7) in which the two factors were the variables showed a good agreement with the observed results. Water soluble alkali content of sulphate was decreased with increase of $C_2S$ content of clinker resulted by the increase of solid solution rate of alkali to clinker minerals. But change of unsatble alkali content accordint to the increase of $C_2S$ content was slight. A increasing tendency of ignition loss of clinker with increase of unstable alkali content was found.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.2
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• pp.26-33
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• 2016

The alkali-slag-red mud(ASRC) cement belongs to clinker free cementitious material, which is made from alkali activator, blast-furnace slag(BFS) and red mud in designed proportion. This study is to investigate strength and pore characteristics of alkali-activated slag cement(NC), clinker free cementitious material, and ordinary portland cement(C) mortars using polymer according to red mud content. The results showed that the hardened alkali-activated slag-red mud cement paste was mostly consisted of C-S-H gel, being very fine in size and extremely irregular in its shape. So the hardened ASRC cement paste has lower total porosity, less portion of larger pore and more portion of smaller pore, as compared with those of hardened portland cement paste, and has higher strength within containing 10 wt.(%) of alkali-activated slag cement(NC) substituted by red mud.

• Resources Recycling
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• v.30 no.5
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• pp.10-16
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• 2021

In this study, a clinker was prepared using raw materials with CaCl₂. The characteristics of the chlorine-added clinker and cement were analyzed. The clinker modulus were set to Lime Saturation Factor (LSF) 92, Silica modulus (SM) 2.5, and Iron Modulus (IM) 1.5. The physical properties of cement using the chlorine-containing clinker were characterized. As the chlorine content increased, the free-CaO content in the clinker decreased, and that in the 2000 ppm clinker was reduced by approximately 40% compared to that in the 0 ppm clinker. There was an increase in the amount of chlormayenite, with a content of up to 3.4% present in the 2000 ppm clinker. The amounts of alite and belite also slightly increased. The compressive strength of mortar at 3 days and 7 days increased as the chlorine content increased. This trend was presumed to arise from the effect of hydration, which was promoted by the presence of chlorine. The compressive strength of 1000 ppm mortar increased by approximately 20% compared to that of 0 ppm mortar.

• Cement
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• s.66
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• pp.12-15
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• 1977

석회석과 고로수재 slag을 1.6 : 1로 혼합 분쇄한 원료를 1,450$^{\circ}C$에서 소결하여 고$C_3A$ clinker를 얻었다. 이 clinker 중에는 $C_3S$ 40$\%$, $C_2S$ 31$\%$, $C_3A$ 22$\%$, $C_4AF$ 2$\%$를 함유하고 있으며 보통 크링카 보다 $C_3A$ 함량이 2$\~$3배 정도 높고, clinker 색은 연두색을 띄는 것이 특색이다. 이와 같이 $C_3A$ 함량이 높은 시멘트의 특성 및 제조 가능성을 검토한 결과는 다음과 같다. 1) 석회석과 slag를 1.6 : 1(61.5$\%$ : 38.5$\%$)로 사용할 경우 보통 시멘트 제조시 석회석 사용량 보다 약 28$\%$ 정도 절감되나 고품위의 석회석이 요구된다. 2) 동일 free CaO 0.4$\%$를 기준으로 소성할 경우 고$C_3A$ clinker가 보통 clinker 보다 소성 시간이 20분 단축된다. 3) carbonate 분해열을 비교하면 고$C_3A$ 시멘트 원료가 보통 시멘트 원료보다 116Kcal/$\cal{kg}$-cl 절감된다. 4) $C_3A$ 함량이 높아 가소성이 저하되고 표준연도의 시멘트 paste를 얻기 위하여서는 보통 시멘트 보다 많은 물량이 요구되며 응결시간도 빠르다. 5) Blaine 3,000$cm^3$/g으로 분쇄한 고$C_3A$ 시멘트의 3 일강도는 보통 시멘트 보다 40$\~$50$\cal{kg}$/$cm^3$ 더 높으나 28 일 강도는 다소 저하되는 경향이며 Blaine 5,000$cm^2$/g으로 분쇄한 고$C_3A$ 시멘트는 조강 시멘트와 같은 강도 수준이다.

• Cement Symposium
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• no.28
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• pp.77-80
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• 2001

• Cement
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• s.49
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• pp.38-41
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• 1972

• Cement Symposium
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• s.40
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• pp.131-142
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• 2013