• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.301-302
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• 2010

The purpose of this study was to get basic information of using high blaine reject ash as a mineral admixtures in cement or concrete system. Compressive strength of mortar and rheological properties of slag cement with fly ash or high blaine reject ash($6,400cm^2/g$) were investigated.

• Journal of the Korea Concrete Institute
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• v.22 no.5
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• pp.633-640
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• 2010

This study was performed to get basic information about properties of high blaine cement for shotcrete use. Particle size distribution, setting time and compressive strength test, analysis like as SEM, DSC thermal analysis, XRD was carried out to investigate principle properties of high blaine cement. Setting time of high blaine cement was shorter and compressive strength was higher than those of ordinary portland cement (OPC). Results of analysis showed early hydration products of high blaine cement is smaller and spread widely due to increased specific surface. From the SEM observation and analysis of DSC and XRD results, it was seen that the aluminates accelerators promoted calcium aluminium hydrates while the alkali free accelerators increased ettringite and monosulfates formation. Strength and setting time measurement of cement paste with aluminate accelerator is more effective than the alkali free accelerator in reducing the setting time and increasing early strength while alkali free accelerator is more effective in increasing the strength after 7 days.

• Cement
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• s.47
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• pp.47-54
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• 1972

• Journal of the Korean Ceramic Society
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• v.47 no.5
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• pp.357-364
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• 2010

This study was performed to get basic information about properties of high blaine slag cement(HSC) to use shotcrete(or sprayed concrete and mortar). Particle size distribution, setting time and compressive strength test, analysis like as SEM, DSC thermal analysis, XRD was carried out to investigate principle properties of HSC. Setting time of HSC was delayed slightly, but influence of accelerators was more bigger than ordinary portland cement(OPC). Compressive strength of HSC at 28 days was more higher than OPC regardless of using accelerators. Results of analysis showed early period hydration products of HSC is more small and located widely, because of the interface of between cement particle and water is increased as specific surface of cement increase. From the SEM observation and analysis of DSC and XRD results, aluminates accelerators bring on some hydration products like as calcium aluminium hydrates, alkali free accelerators increases ettringite and monosulfates. Aluminates accelerators has a advantage of setting time and early strength, alkali free accelerators increases strength after 7 days.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.289-290
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• 2010

This study investigated the high early strength properties of blended cement using cement with high blaine value in order to reduce a construction period.

• Proceedings of the Korea Concrete Institute Conference
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• 2000.10b
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• pp.1215-1220
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• 2000

Blast-Furnace Slag, a by-product of the iron or steel industry, has potential sa a cementitious material. The addition of a Blast-Furnace Slag generally reduces the heat of hydration and can confer significant improvements in resistance to sulfate attack and alkali-aggregate reaction, as well as increases in ultimate strength. But it also reduces early-age strength. In this study, for the purpose of improvement of early-age quality of Blast-Furnace Slag concrete, we choose blaine fineness of $6, 000~8, 000cm^2/g$ of Blast-Furnace Slag, and investigate the various properties of concrete. As a result, workability and early-age strength of Blast-Furnace Slag concrete were improved according to the increase of blaine fineness of Blast-Furnace Slag.

• Cement Symposium
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• no.5
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• pp.88-93
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• 1977

시멘트 입도는 수화반응 속도에 밀접한 관계가 있으며 이로 인한 강도 발현 및 제반 물리특성에 크게 기여한다. 따라서 제품관리에 Blaine 및 sieve test로서 분말도를 check하고 있는바 이 분말도가 cement 물리특성에 미치는 영향을 실험실적으로 검토하였다.

• The Academic Congress of Korean Shoulder and Elbow Society
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• 2000.03a
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• pp.18-18
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• 2000

• 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.

• Journal of the Korean Ceramic Society
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• v.36 no.1
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• pp.77-81
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• 1999

In order to investigate the effect of fineness on the properties of Portland cement, we prepared five kinds of portland cements with different Blaine values(2300, 2500, 3000, 3500, 45oo $\textrm{cm}^2$/g) and measured Ca(OH)2 analysis, hydration heat, the fluidity and the physical properties of them. According to the results, as the Blain value of cement is lower, the rate of hydration is delayed, and the hydration heat and the compressive strength are decreased. But the fluidity of cement paste is improved. Especially, the hydration heat of the cement with 2500$\textrm{cm}^2$/g of Blaine value is decreased about 15% compared with 3500 $\textrm{cm}^2$/g cement.