¶óÆæÆ®¦¢Ä«Æä¦¢ºí·Î±×¦¢´õº¸±â
¾ÆÄ«µ¥¹Ì Ȩ ¸í»çƯ°­ ´ëÇבּ¸½Ç޹æ Á¶°æ½Ç¹« µ¿¿µ»ó°­ÀÇ Çѱ¹ÀÇ ÀüÅëÁ¤¿ø ÇÐȸº° ³í¹®
ÇÐȸº° ³í¹®

Çѱ¹°Ç¼³°ü¸®ÇÐȸ
Çѱ¹°ÇÃà½Ã°øÇÐȸ
Çѱ¹µµ·ÎÇÐȸ
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
Çѱ¹»ýÅÂÇÐȸ
Çѱ¹¼öÀÚ¿øÇÐȸ
Çѱ¹½Ä¹°ÇÐȸ
Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ
Çѱ¹ÀÚ¿ø½Ä¹°ÇÐȸ
Çѱ¹ÀܵðÇÐȸ
Çѱ¹Á¶°æÇÐȸ
Çѱ¹Áö¹Ý°øÇÐȸ
Çѱ¹ÇÏõȣ¼öÇÐȸ
Çѱ¹È¯°æ»ý¹°ÇÐȸ
Çѱ¹È¯°æ»ýÅÂÇÐȸ

Çѱ¹µµ·ÎÇÐȸ / v.13, no.1, 2011³â, pp.177-183
Èæ»ö VES-LMCÀÇ ÇöÀåÀû¿ë¼º Æò°¡
( Field Application Evaluation of Black VES-LMC )
Á¤¿ø°æ;±æ¿ë¼ö;±è¿ëºó;À±°æ±¸; (ÁÖ)»ï¿ì¾ÆÀÌ¿¥¾¾ ±â¼ú¿¬±¸¼Ò;°­¿ø´ëÇб³ Åä¸ñ°øÇаú;°­¿ø´ëÇб³ Åä¸ñ°øÇаú;°­¿ø´ëÇб³ Åä¸ñ°øÇаú;
 
ÃÊ ·Ï
VES-LMC(Very-Early Strength Latex Modified Concrete)´Â ÄÜÅ©¸®Æ®ÀÇ ³»±¸¼º Çâ»ó¿¡ ±â¿©ÇÏ´Â SB¶óÅØ½º¸¦ ÷°¡ÇÑ ½Å¼Ó°³¹æÇü º¸¼öº¸°­Àç·Î¼­·Î ±³¸éÀçÆ÷Àå ¹× ÄÜÅ©¸®Æ®Æ÷Àå º¸¼ö¿¡ Àû¿ëµÇ°í ÀÖ´Ù. ±×·¯³ª VES-LMCÀÇ ¹àÀº »ö»óÀº ¿îÀüÀÚ¿¡°Ô ½Ã°¢Àû ºÎ´ãÀ» À¯¹ßÇÏ¿© ÁÖÇ༺À» ÀúÇϽÃų ¼ö ÀÖ¾î, ½É¸®Àû ¾ÈÁ¤ µµ¸ð¸¦ À§ÇØ VES-LMCÀÇ »ö»óÀ» ÀÎÁ¢ÇÑ ¾Æ½ºÆÈÆ® Æ÷À屸°£°ú À¯»çÇÑ Èæ»öÀ¸·Î °³¹ßÇÒ Çʿ伺ÀÌ ´ëµÎ µÇ¾ú´Ù. µû¶ó¼­ º» ¿¬±¸¿¡¼­´Â Èæ»ö¾È·áÀÎ Ä«º»ºí·¢À» ½Ã¸àÆ®·® ´ëºñ 2% ÷°¡ÇÑ Èæ»ö VES-LMC¿¡ ´ëÇÑ ÇöÀå Àû¿ë¼º ¹× °ø¿ë¼ºÀ» Æò°¡ÇϰíÀÚ ÇÏ¿´´Ù. ÇöÀå Àû¿ë°á°ú Èæ»ö VES-LMC´Â ±âÁ¸ VES-LMC¿Í ºñ±³ÇÏ¿© ÀÛ¾÷¼º, ½½·³ÇÁ, °ø±â·® µî¿¡´Â º¯È­°¡ ¾ø¾úÀ¸¸ç ¾ç»ý 4½Ã°£¿¡¼­´Â 20MPa ÀÌ»óÀ» ¹ßÇöÇÏ¿´´Ù. °ø¿ë¼º Æò°¡°á°ú Èæ»ö VES-LMC´Â ÀϹÝÄÜÅ©¸®Æ®¿Í ¾Æ½ºÆÈÆ®Æ÷Àå ±¸°£¿¡ ºñÇÏ¿© ¿ÂµµÀÀ·Â¹ß»ý·®ÀÌ °¡Àå ÀûÀº °ÍÀ¸·Î Æò°¡µÇ¾úÀ¸¸ç, À̰ÍÀº ÄÜÅ©¸®Æ®ÀÇ ¾ÈÁ¤¼ºÀ» ÀǹÌÇÑ´Ù. ƯÈ÷ °áºù½Ã ¿µÇϱǿ¡¼­µµ »ó¿ÂÀ» À¯ÁöÇÏ¿© µµ·Î°áºùÀ» ¿¹¹æÇϰí À¶ºùÀ» ÃËÁøÇÒ ¼ö ÀÖÀ» °ÍÀ¸·Î ±â´ëµÈ´Ù.
VES-LMC(very-early strength latex modified concrete) has been widely used as repair material for bridge deck overlay or rehabilitation, because it could be opened to the traffic after 3 hours of curing. However, the bright color of VES-LMC disturb driver's sigh. A black VES-LMC, matching to asphalt concrete, was developed and applied at a filed for driver's comfort and safety. The black VES-LMC included 2% carbon black in cement weight ratio. A series of performance evaluation for black VES-LMC was done in terms of field applicability, pavement color and temperature change. The field applicability test result showed that there were no change of workability, slump and air void, and the compressive strengthen developed more than 20MPa after 4 hours of placement. The thermal stress of black VES-LMC was smaller than that of OPC and asphalt concrete, which means the stability of black VES-LMC. The performance evaluation result showed that the black VES-LMC could prevent road icing at below zero temperatures and promote thawing at melting temperature.
 
Ű¿öµå
Èæ»ö VES-LMC;Ä«º»ºí·¢;ÇöÀå Àû¿ë;°ø¿ë¼º Æò°¡;VES-LMC;black VES-LMC;carbon black;field performance;evaluation;
 
Çѱ¹µµ·ÎÇÐȸ³í¹®Áý / v.13, no.1, 2011³â, pp.177-183
Çѱ¹µµ·ÎÇÐȸ
ISSN : 1738-7159
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO201117148819913)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
¸ñ·Ïº¸±â
ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

ÇÏÀ§¹è³ÊÀ̵¿