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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.2, no.4, 2002³â, pp.163-168
¾ç»ý¿Âµµ º¯È­°¡ °í¼º´É ÄÜÅ©¸®Æ®ÀÇ ¾ÐÃà°­µµ¿¡ ¹ÌÄ¡´Â ¿µÇâ¿¡ °üÇÑ ¿¬±¸
( A Study on the Effects of Curing Temperature for Compressive Strength of High Performance Concrete )
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The object of this study is to define the characteristics of high performance concrete with varing compressive strength of concrete and curing temperature. The major test variables are 1) high strength concrete(500kg/$cm^2$) and ordinary strength concrete(240kg/$cm^2$) compressive strength, 2) curing temperature and condition, 3) concrete curing age, 4) three types of cement. From the test results were shown that curing temperature and curing conditions were also very effective for high strength concrete and ordinary strength concrete, and concrete were largely effected by cement type and temperature during the hydration reaction process. This paper describes the effect of curing temperature for strength and characteristics of high performance concrete.
 
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¾ÐÃà°­µµ;°í¼º´ÉÄÜÅ©¸®Æ®;°í°­µµ ÄÜÅ©¸®Æ®;º¸Åë°­µµ ÄÜÅ©¸®Æ®;¾ç»ý¿Âµµ;ÄÜÅ©¸®Æ® Àç·É;3°¡Áö Á¾·ùÀÇ ½Ã¸àÆ®;compressive strength;high performance concrete;high strength concrete;ordinary strength concrete;curing temperature;concrete curing age;three types of cement;
 
Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.2, no.4, 2002³â, pp.163-168
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ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200211921520810)
¾ð¾î : Çѱ¹¾î
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