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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.2, no.2, 2002³â, pp.145-150
°í°­µµ ÄÜÅ©¸®Æ®ÀÇ ¼öÈ­¿­ Àú°¨¿¡ ¹ÌÄ¡´Â ȥȭÀç Á¾·ù ¹× ´ëüÀ²ÀÇ ¿µÇâ¿¡ °üÇÑ ¿¬±¸
( A Study on the Effect of Admixture Types and Replacement Ratio on Hydration Heat Reduction of High-Strength Concrete )
±è¹«ÇÑ;ÃÖ¼¼Áø;¿À½Ã´ö;±è¿ë·Î;ÀÌÁ¾È£; Ãæ³²´ëÇб³ °ÇÃà°øÇаú;Ãæ³²´ëÇб³ ´ëÇпø °ÇÃà°øÇаú;Ãæ³²´ëÇб³ ´ëÇпø °ÇÃà°øÇаú;Ãæ³²´ëÇб³ ´ëÇпø °ÇÃà°øÇаú;Ãæ³²´ëÇб³ ´ëÇпø °ÇÃà°øÇаú;
 
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The hydration of cement paste occurs when the cement is miked with water. During the hydration, hydration heat causes the thermal stress depending on the site of concrete and the cement content. Especially in the high-strength concrete, we must give care to the concrete due to its large cement content. In this study conduction calorimeter and concrete insulation hydration heat meter were used to investigation the hydration heat characteristics of cement and concrete. To reduce hydration heat of high-strength concrete, several types of replacement of fly-ash and blast-furnace slag powder were used in this experiment. As a result of this study, it was found that hydration heat of high-strength concrete was reduced by replacement of fly-ash and blast-furnace slag powder. In case of high-strength concrete using blast-furnace slag powder, the max-heat arrival time was delayed but an effect of heat reduction was lower than a case of high-strength concrete using fly-ash, because it was considered that the heat-dependence property of blast-furnace slag powder was higher than that of fly-ash.
 
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°í°­µµÄÜÅ©¸®Æ®;ÇöóÀֽ̾Ã;°í·Î½½·¡±×¹ÌºÐ¸»;¼öÈ­¿­;high-strength concrete;fly-ash;blast-furnace slag powder;hydration heat;
 
Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.2, no.2, 2002³â, pp.145-150
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200211921501633)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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