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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.7, no.1, 2007³â, pp.57-62
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ºÎ¼ø¸ð·¡¸¦ »ç¿ëÇÑ °í°µµÄÜÅ©¸®Æ®ÀÇ Æ¯¼º ¹× ·¹¹ÌÄÜ B/P Àû¿ë¿¡ °üÇÑ ¿¬±¸
( A Study on the Remicon B/P Application and Properties of High Strength Concrete using Crushed Sand ) |
| ÃÖ¼¼Áø;À̼º¿¬;ÀÌ»ó¼ö; (ÁÖ)»ïÇ¥ ±â¼ú¿¬±¸¼Ò;(ÁÖ)»ïÇ¥ ±â¼ú¿¬±¸¼Ò;Çѹç´ëÇб³ °ÇÃà°øÇаú;
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| Generally, the strength of concrete depends on factors of materials, mix proportions, compaction, manufacturing methods and curing and so on. And recently, it has increased the using of crushed sand for concrete due to the exhaustion of good natural aggregate. In case of Korea, in 2004, the using ratio of crushed sand occupies about 28% of whole fine aggregate. This is an experimental study to compare and analyze the influence of W/B ratio and replacement ratio of crushed sand on the fluidity and compressive strength of high strength concrete. For this purpose, the mix proportions of concrete according to the W/B (31.5, 27.5, 23.5%) and replacement ratio of crushed sand (0, 20, 40%) was selected. And then air content, slump-flow, a-lot, compressive strength test were performed. |
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| ºÎ¼ø¸ð·¡;°í°µµÄÜÅ©¸®Æ®;À¯µ¿¼º;¾ÐÃà°µµ;O-·ÎÆ®½ÃÇè;Crushed sand;High strength concrete;Fluidity;Compressive strength;O-lot; |
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Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.7, no.1, 2007³â, pp.57-62
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200714539108571)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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