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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.9, no.2, 2009³â, pp.77-83
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( Basic Properties of Concrete with Ultrafine-Blaine Air Cooling Slag as Admixture )
ÇãÀçÇõ;Á¤¼º¿í;ÇãÀç¿ø;ÀÓ³²±â; µ¿¸í´ëÇб³ °ÇÃà°øÇаú;Çѱ¹Ç¥ÁØÇùȸ Ç¥ÁØ¿¬±¸°³¹ßÆÀ;µ¿¸í´ëÇб³ °ÇÃà°øÇаú;µ¿¸í´ëÇб³ °ÇÃà°øÇаú;
 
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In this study, a test has been carried out to solve the problem with ground granulated blast-furnace slag, low early strength & lack of supply and to find out a way to use as concrete admixture of the ultrafine blaine air cooling slag which is all disposed as the by product of air cooling slag and its test was conducted to the replacement rate of ultrafine blaine air cooling slag & mixing condition of every concrete admixtures by type for the purpose of obtaining later a basic data for practical use of the cement that used ultrafine blaine air cooling slag by conducting comparative analysis. If ultrafine-blaine air cooling slag is used to the concrete following the results, a high efficiency water reducing agent won't be needed much for flow acquisition due to a high increase in flow, and the stripping time of concrete form will be shortened thanks to the acquisition of early strength, And though, it has the problems with long term strength which is similar or a little lower than the 3 types of ground granulated blast-furnace slag, it's still applicable as the substitute materials for 3 types of ground granulated blast-furnace slag at 10, 15% replacement rate of ultrafine-blaine air cooling slag, at which it shows higher activation index than 3 types of ground granulated blast-furnace slag.
 
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ȥȭÀç;Ãʹ̺и» ¼­³Ã½½·¡±×;°í·Î½½·¡±×;Æó±â¹°;À¯µ¿¼º;°­µµ;Admixture;Ultrafine Blame Air Cooling Slag;Blast-Furnace Slag;Waste;Fluidity;Strength;
 
Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.9, no.2, 2009³â, pp.77-83
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200918133142562)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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