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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.1, no.2, 2001³â, pp.174-178
°íǰÁú ¸Å½ºÄÜÅ©¸®Æ® ½Ã°øÀ» À§ÇÑ ¹èÇÕ¼³°è ¹× ¿Âµµ±Õ¿­Á¦¾î ½Ã½ºÅÛ¿¡ °üÇÑ ¿¬±¸
( A Study on the Mix Design and the Control System of Thermal Crack for High Quality Mass Concrete )
±è¼±±¸;ÀÌ»ó¼ö;¿øÃ¶;¹Ú»óÁØ;±èµ¿¼®; (ÁÖ)´ë¿ì°Ç¼³ ±â¼ú¿¬±¸¼Ò;(ÁÖ)´ë¿ì°Ç¼³ ±â¼ú¿¬±¸¼Ò;(ÁÖ)´ë¿ì°Ç¼³ ±â¼ú¿¬±¸¼Ò;(ÁÖ)´ë¿ì°Ç¼³ ±â¼ú¿¬±¸¼Ò;(ÁÖ)´ë¿ì°Ç¼³ ±â¼ú¿¬±¸¼Ò;
 
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This study was performed to control the thermal crack of the mat footing slab in the multi-purposed buildings. In this study, we executed the mixing design of concrete to satisfy the workability and the quality according to the site conditions. And, we evaluated quantitatively about the possibility of thermal crack by using hydration heat analysis system. Finally, we proposed the optimal mixing conditions, curing methods and curing period which all factors are considered. As a result, the optimal mixing conditions were : W/B 41%, unit binder 375kgf/$ extrm{m}^3$, FA replacement ratio 20%. Lowest thermal stress was 22.0kgf/$ extrm{cm}^2$ and at that time thermal crack index was over 1.5, when the coefficient of thermal conductivity was lowest among the curing conditions. And, the total curing time was estimated at 6.7 days according to curing steps.
 
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Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.1, no.2, 2001³â, pp.174-178
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200111921501272)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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