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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.2, no.2, 2002³â, pp.151-156
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( A Study on the Strength Properties of Mortar Under Various Types and Contents of Accelerators for Freezing Resistance )
ÀÌ»ó¼ö;¿øÃ¶;¹Ú»óÁØ;±èµ¿¼®; (ÁÖ)´ë¿ì°Ç¼³ ±â¼ú¿¬±¸¼Ò °ÇÃ࿬±¸ÆÀ;(ÁÖ)´ë¿ì°Ç¼³ ±â¼ú¿¬±¸¼Ò °ÇÃ࿬±¸ÆÀ;(ÁÖ)´ë¿ì°Ç¼³ ±â¼ú¿¬±¸¼Ò °ÇÃ࿬±¸ÆÀ;(ÁÖ)´ë¿ì°Ç¼³ ±â¼ú¿¬±¸¼Ò °ÇÃ࿬±¸ÆÀ;
 
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When fresh concrete is exposed to low temperature, the concrete may suffer frost damage due to freezing at early ages and strength development may be delayed. One of the solution methods for resolve these problems is to reduce freezing temperature of concrete by the use of chemical admixture called Accelerators for freezing resistance. In this study, we investigate the effect on strength development of cement mortar using accelerators for freezing resistance with the variance curing condition. As the result of this study, the mortar using accelerators for freezing resistance show that continuously strength development in curing condition of -5$^{circ}C$. And compressive strength under the variance temperature condition was higher than constant temperature condition in same maturity.
 
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ÇÑÁßÄÜÅ©¸®Æ®;³»ÇÑÃËÁøÁ¦;µ¿°á¿Âµµ;¾ç»ý¿ÂµµÁ¶°Ç;Cold weather concrete;Accelerators for freezing resistance;Freezing temperature;Curing temperature condition;
 
Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.2, no.2, 2002³â, pp.151-156
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200211921501642)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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