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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.6, no.3, 2006³â, pp.107-114
dz¼â½½·¡±× ÀܰñÀ縦 »ç¿ëÇÑ ÄÜÅ©¸®Æ®ÀÇ °øÇÐÀû Ư¼º¿¡ °üÇÑ ½ÇÇèÀû ¿¬±¸
( An Experimental Study on the Engineering Properties of Concrete using Fine Aggregate of PS ball Slag )
ÀÌ»ó¼ö;¼ÛÇÏ¿µ;±èÀ»¿ë; Çѹç´ëÇб³ °ø°ú´ëÇÐ °ÇÃà°øÇаú;Çѹç´ëÇб³ °ø°ú´ëÇÐ °ÇÃà°øÇаú;Çѹç´ëÇб³ °ø°ú´ëÇÐ °ÇÃà°øÇаú;
 
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In this study, the experiment was carried out to investigate and analyze the engineering properties of concrete using fine aggregate of PS bal slagl. The main experimental variables were water/cement ratio 30, 40, 50(%), water content $170kg/m^3$, replacement ratio of slag fine aggregate 0, 25, 50, 75(%) in experiment I and water/cement ratio 30, 40, 50(%), water content 165, 170, 175($kg/m^3$), replacement ratio of fine aggregate of PS ball 0, 50 in experiment II. According to the test results, the principle conclusions are summarized as follows (1) The workability of slag fine aggregate-mixed concrete tends to improve, as the replacement rate increases. (2) The air content of slag fine aggregate-mixed concrete tends to decrease, as the replacement rate increases. (3) The unit volume weight of slag fine aggregate-mixed concrete tends to significantly increase, as the replacement rate increases. (4) The compressive strength of slag fine aggregate-mixed concrete tends to show more increasing propensity, in case the curing period is relatively long, as the replacement rate increases.
 
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°øÇÐÀû Ư¼º;¿öÄ¿ºô¸®Æ¼;dz¼â½½·¡±× ÀܰñÀç;ġȯÀ²;°ø±â·®;¾ç»ý±â°£;engineering Properties;workability;PS ball slag fine aggregate;replacement ratio;air content;curing period;
 
Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.6, no.3, 2006³â, pp.107-114
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200634741682712)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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