• Cement Symposium
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• no.30
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• pp.132-138
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• 2003

시멘트 kiln용 염기성 벽돌의 시멘트 coating 부착성과 고온 강도 특성 향상을 위하여 $Fe_2O_3$함유 magnesia clinker을 적용하였다. $Fe_2O_3$ 함유 magnesia clinker가 사용된 Magnesia-Chromite질 벽돌은 통기율이 크게 저하되었고 상온 및 고온 꺽임강도가 증가되었다. 특히, $Fe_2O_3$ 함유 magnesia clinker를 적용하여 약 1$\%$의 $Fe_2O_3$ 함량을 가지는 Magnesia-Spinel질 벽돌은 고온에서 높은 꺽임 강도, 열충격 저항성, 향상된 시멘트 coating 부착성을 나타내었다.

• Journal of the Korean Ceramic Society
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• v.36 no.6
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• pp.599-603
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• 1999

In an effort to improve the mechanical properties of the belite cement active belite cement clinker was synthesized. Properties of the clinker were characterized by a XRD, FT-IE optical microscopy and SEM. The additive effects of slag on the hydration properties were investigated by the measurement of compressive strength heat evolution and SEM. The experimental results exhibited that the 3wt% borax was effective in stabilizing $\alpha$'-C2S and the addition of 5wt% anhydrite and 40wt% slag wee effective in the hydration.

• Proceedings of the Korean Ceranic Society Conference
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• 2000.10a
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• pp.121.2-121
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• 2000

• Journal of the Korean Ceramic Society
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• v.22 no.2
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• pp.33-38
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• 1985

The hydration of supersulphated slag cement which is the mixture of granuloated blast furnace slag anhydrite $C_4A_3$ type clinker and calcined dolomite was studied by X-ray diffraction differential thermal analysis scanning electron microscope observation and measurement of the rate of heat liberation. The main hydrates were ettrigite and C-S-H. This supersulphated slag cement enhanced rapid-hardening and increased in strength at early stage due to the much of ettrigite. Furthermore the hardened cement became stronger due to the C-S-H that was produced from the hydration of the $eta$-$C_2S$ in $C_4A_3$ type clinker and the hydration of the dissolved components from slag at later period.

• Proceedings of the Korea Concrete Institute Conference
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• 2000.04a
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• pp.205-210
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• 2000

This study concerns the cement-solidification. stabilization of the electric furnace dust. Compressive strength and leaching test of heavy metals were evaluated for varing types and ratios of cements and the effect of some additives of hauyne clinker and slag were also discussed. In this cases of using cement binders more than 30%, the compressive strength showed the values over 150kgf/cm2. so it can be used as filler for concrete precastings. Type III cement and Hauyne clinker improved the compressive strength, especially early strength. Leaching amount of heavy metals was decreased when using type III cement and adding hauyne clinker and slag. The values were especially low in the case of slag addition.

• Advances in concrete construction
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• v.15 no.1
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• pp.11-22
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• 2023

Autogenous healing of concrete can be helpful in structural maintenance by healing cracks using a healing material created by the precipitation of calcite and by the hydration of unhydrated binder around the cracks. Against this backdrop, this study investigated the physicochemical properties and autogenous healing performance of ternary blended binder composed of ordinary Portland cement (OPC), blast furnace slag (BFS), and calcium sulfoaluminate (CSA) clinker. Ternary blended binders with various contents of OPC-BFS-CSA clinker were prepared, and their physicochemical properties and autogenous healing performances were examined using various analytical techniques and visually observed using a microscope. The obtained results indicated that increase in the BFS content accompanied the increased the amount of unreacted BFS even after 28 days of curing and had a positive effect on the autogenous healing performance due to its latent hydration. However, replacing the CSA clinker did not increase the autogenous healing performance owing to an insufficient sulfate source for the formation of ettringite. The main precipitates around the cracks were calcite, C-S-H. Other hydration products such as portlandite, monosulfate, and ettringite, which were not found in the Raman and scanning electron microscope analyses.

• Cement Symposium
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• no.30
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• pp.109-118
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• 2003

• Cement Symposium
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• no.22
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• pp.23-28
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• 1994

• Cement Symposium
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• no.22
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• pp.97-102
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• 1994

• Cement Symposium
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• no.23
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• pp.75-77
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• 1995