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Characterizations of High Early-Strength Type Shrinkage Reducing Cement and Calcium Sulfo-aluminate by Using Industrial Wastes

  • Lee, Keon-Ho (Department of R&D Team, Hanil Cement Corp.) ;
  • Nam, Seong-Young (Department of R&D Team, Hanil Cement Corp.) ;
  • Min, Seung-Eui (Department of R&D Team, Hanil Cement Corp.) ;
  • Lee, Hyoung-Woo (Department of R&D Team, Hanil Cement Corp.) ;
  • Han, Choon (Department of Chemical Engineering, Kwangwoon University) ;
  • Ahn, Ji-Whan (Mineral Resources and Research Division, Korea Institute of Geosciences and Mineral Resources)
  • Received : 2015.12.23
  • Accepted : 2016.02.25
  • Published : 2016.03.31

Abstract

In this study, the utilization of the by-products of various industries was examined using raw materials of CSA high-functional cement such as coal bottom ash, red mud, phosphate gypsum, etc. Technology to improve energy efficiency and reduce $CO_2$ was developed as part of the manufacturing process; this technology included lower temperature sintering ($150{\sim}200^{\circ}C$) than is used in the OPC cement manufacturing process, replacement of CSA cement with the main raw material bauxite, and a determination of the optimum mix condition. In order to develop CSA cement, a manufacturing system was established in the Danyang plant of the HANIL Cement Co. Ltd., in Korea. About 4,200 tons of low purity expansion agent CSA cement (about 16%) and about 850 tons of the lime-based expansion agent dead burned lime (about 8%) were produced at a rate of 60 tons per hour at the HANIL Cement rotary kiln. To improve the OPC cement properties, samples of 10%, 13%, and 16% of CSA cement were mixed with the OPC cement and the compressive strength and length variation rate of the green cement were examined. When green cement was mixed with each ratio of CSA cement and OPC cement, the compressive strength was improved by about 30% and the expansibility of the green cement was also improved. When green cement was mixed with 16% of CSA cement, the compressive strength was excellent compared with that of OPC cement. Therefore, this study indicates the possibility of a practical use of low-cost CSA cement employing industrial wastes only.

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References

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