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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.7, no.2, 2007³â, pp.77-83
ȥȭÀç·áÀÇ Ä¡È¯¿¡ µû¸¥ °æ·®±âÆ÷ ÄÜÅ©¸®Æ®ÀÇ ±âÃÊÀû Ư¼ººÐ¼®
( Fundamental Properties of Lightweight Foamed Concrete Depending on Admixture Incorporation )
ÃÖ¼º¿ë;½ÅÀç°æ;Á¤±¤º¹;ÇѹÎö;ÇÑõ±¸; ûÁÖ´ëÇб³ °ÇÃà°øÇаú;(ÁÖ)»ïÇ¥ ±â¼ú¿¬±¸¼Ò;(ÁÖ)°Ç¼³°úȯ°æ, ûÃß´ë ´ëÇпø;ûÁÖ´ë °ÇÃà°øÇкÎ;ûÁÖ´ë °ÇÃà°øÇкÎ;
 
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This study investigated the fundamental properties of the lightweight foamed concrete depending on various admixtures, and the results were summarized as following. When 20% of cement kiln dust(CKD) and 0.002% of stabilizing agent were mixed to lightweight foamed concrete, it was necessary to use a superplasticizer because flowability was decreased. However, it could reduce sinking depth which were the extensive trouble of lightweight foamed concrete. Bulk density was divided into '0.4' and '0.5' grades on KS according to unit volume weight. The compressive strength was less than that of plain concrete when admixtures were applied, but the results exceeded the minimum strength of the each grades on KS. Totally, it is found that the combination of 20% of CKD and 0.002% of stabilizing agent makes it possible to reduce a sinking depth, recycle resources, and save cost when were mixed.
 
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°æ·®±âÆ÷ ÄÜÅ©¸®Æ®;½Ã¸àÆ® ų¸¥ ´õ½ºÆ®;´ÜÀ§¿ëÀûÁú·®;Lightweight Foamed Concrete;Cement Kiln Dust;Unit Volume Weight;
 
Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.7, no.2, 2007³â, pp.77-83
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200734513417438)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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