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µ¿Á¦·Ã ½½·¡±× È¥ÇÕÀܰñÀ縦 ÀÌ¿ëÇÑ ÄÜÅ©¸®Æ®ÀÇ PHC¸»¶Ò Á¦Á¶ ½Ã Àû¿ë¼º¿¡ °üÇÑ ¿¬±¸ / A Study on the application of concrete mixed with Copper Slag and Fine Aggregate to PHC Pile / session 9 : Æ÷½ºÅÍ ¼¼¼Ç |
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Çѱ¹°Ç¼³¼øÈ¯ÀÚ¿øÇÐȸ Çмú¹ßÇ¥ ³í¹®Áý, v.13 n.2 (2013-11) |
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½ÃÀÛÆäÀÌÁö(133) ÃÑÆäÀÌÁö(4) |
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µ¿Á¦·Ã ½½·¡±× È¥ÇÕ ÀܰñÀ縦 ÀÌ¿ëÇÑ ÄÜÅ©¸®Æ®¸¦ ¿ÀÅäŬ·¡ºê(A/C)¹æ½Ä PHC¸»¶Ò Á¦Á¶¿¡ Àû¿ëÇÒ °æ¿ì ÀܰñÀç ġȯÀ²(0~40%)ÀÇ º¯È¿¡ µû¸¥ °µµº¯È, ÀÛ¾÷¼º µîÀ» ±âÁ¸ ÀܰñÀ縸À» ÀÌ¿ëÇÑ ¹èÇÕ°ú ºñ±³ ÇÏ¿´´Ù. |
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When a concrete using the Copper Slag mixing fine aggregate be applied in the manufacture of PHC Piles of AutoClave (A/C) method The Strength and workability of concrete due to changes of fine aggregate substitution rate (0-40%) were compared with concrete using only the existing fine aggregate. |