°ÇÃ൵½Ã°ø°£¿¬±¸¼Ò

Architecture & Urban Research Institute

pdf¿ø¹®º¸±â ¿¡·¯ ÇØ°á¹æ¹ý ¹Ù·Î°¡±â



¹®ÇåȨ > ¿¬±¸³í¹® > »ó¼¼

[¿ø¹®º¸±â½Ã ¼ÒºñµÇ´Â Æ÷ÀÎÆ® : 100 Æ÷ÀÎÆ®] ¹Ì¸®º¸±â Àοë

´ëÇѰÇÃàÇÐȸ|³í¹®Áý 2023³â 1¿ù

³í¹®¸í ¼®È¸¼®ÀÇ ºÐ¸»µµ ¹× ġȯ·ü º¯È­°¡ ¼®È¸¼® È¥ÇÕ½Ã¸àÆ® ¸ð¸£Å¸¸£ÀÇ ¾ÐÃà°­µµ ¹× ź¼Ò¼ºÀû Æò°¡¿¡ ¹ÌÄ¡´Â ¿µÇâ / Effect of Blaine Fineness and Substitution Rate of Limestone on the Compressive Strength and Evaluation of Carbon Emission of Limestone Composite Cement Mortar
ÀúÀÚ¸í ÃÖÀç¿ø(Choi, Jae-Won) ; Â÷¿ÏÈ£(Cha, Wan-Ho) ; ÇѹÎö(Han, Min-Cheol)
¹ßÇà»ç ´ëÇѰÇÃàÇÐȸ
¼ö·Ï»çÇ× ´ëÇѰÇÃàÇÐȸ³í¹®Áý, Vol.39 No.1 (2023-01)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(305) ÃÑÆäÀÌÁö(8)
ISSN 2733-6247
ÁÖÁ¦ºÐ·ù ±¸Á¶ / Àç·á
ÁÖÁ¦¾î ¼®È¸¼® ½Ã¸àÆ®; ºÐ¸»µµ; ÃæÀüÈ¿°ú; ź¼Ò¼ºÀû; ¸ð¸£Å¸¸£ Ç÷Π; Limestone Cement; Fineness; Filling Effect; Carbon Index; Mortar Flow
¿ä¾à1 º» ¿¬±¸¿¡¼­´Â ½Ã¸àÆ®ÀÇ Á¦Á¶°úÁ¤¿¡¼­ ¹ß»ýÇϴ ź¼Ò¸¦ Àú°¨ÇÏ´Â ±â¼úÀÇ Çϳª·Î, ¼®È¸¼® ºÐ¸»À» È¥ÇÕÀç·Î Ȱ¿ëÇÑ ¼®È¸¼® È¥ÇÕ½Ã¸àÆ® ±â¼úÀÇ ¸ð¸£Å¸¸£ ¾ÐÃà°­µµ ¹× ź¼Ò¼ºÀûÀ» Æò°¡ÇÏ¿´´Ù. À̸¦ À§ÇØ ºÐ¸»µµ°¡ ´Ù¸¥ 2Á¾ÀÇ ¼®È¸¼® ºÐ¸»À» È¥ÇÕÇÑ ¼®È¸¼® ½Ã¸àÆ®¸¦ µ¿ÀÏÇÑ W/B Á¶°Ç°ú, µ¿ÀÏÇÑ ¸ð¸£Å¸¸£ flow Á¶°Ç¿¡¼­ °¢°¢ ½ÃÇèÇϰí, ź¼Ò¼ºÀûÀ» ºñ±³ÇÏ¿´´Ù. ½ÃÇè °á°ú, W/B°¡ µ¿ÀÏÇÑ Á¶°Ç¿¡¼­´Â ¼®È¸¼®ÀÇ Ä¡È¯·üÀÌ Áõ°¡ÇÒ¼ö·Ï flow´Â Áõ°¡ÇÏÁö¸¸ ¸ðµç Àç·É¿¡¼­ ¾ÐÃà°­µµ°¡ °¨¼ÒÇÏ¿´´Ù. ¹Ý¸é, flow°¡ µ¿ÀÏÇÑ Á¶°Ç¿¡¼­´Â 1~3ÀÏ ¾ÐÃà°­µµ´Â ¼®È¸¼® ġȯ·ü Áõ°¡¿Í ÇÔ²² °¨¼ÒÇÏ¿´Áö¸¸, 28ÀÏ ¾ÐÃà°­µµ´Â OPC¿Í µ¿µîÇÑ ¼öÁØÀ» ¹ßÇöÇÒ ¼ö ÀÖÀ½À» È®ÀÎÇÏ¿´´Ù. ¼®È¸¼® ½Ã¸àÆ®ÀÇ Åº¼Ò¼ºÀûÀ» Æò°¡Çϱâ À§Çؼ­´Â º» ¿¬±¸¿Í °°ÀÌ µ¿ÀÏÇÑ W/B, ´ÜÀ§ °áÇÕÀç·® Á¶°ÇÀÌ ¾Æ´Ñ, Ç÷Î, ½½·³ÇÁ µî ÀÛ¾÷¼ºÀ» °í·ÁÇÑ Çö½ÇÀû ¹èÇÕ¿¡¼­ ¾ÐÃà°­µµ¿Í ź¼Ò¼ºÀûÀ» µ¿½Ã¿¡ °í·ÁÇØ¾ß ÇÒ °ÍÀ¸·Î ÆÇ´ÜµÈ´Ù.
¿ä¾à2 This study aims to evaluate the compressive strength of mortar and the carbon performance index of limestone composite cement to offer a
couple of ways to reduce carbon emission in the cement industry. For this purpose, limestone cement made from two types of limestone
powders with different fineness was tested under the same W/B and mortar flow conditions. As a result, under the same W/B condition, the
mortar flow increased as the replacing rate of limestone increased, but the compressive strength decreased at all ages. On the other hand,
under the same flow conditions, the compressive strength during days 1 to 3 decreased with the increase in limestone replacing rate; it was
confirmed that the compressive strength of the mortar incorporating limestone for 28 days exhibited an almost same strength level with that
of OPC mortar. To evaluate the carbon performance index of limestone cement more accurately, it is suggested that compressive strength and
carbon performance should be considered at realistic conditions considering workability such as flow and slump, rather than at the same W/B
and constant binder amount conditions.
¼ÒÀåó ´ëÇѰÇÃàÇÐȸ
¾ð¾î Çѱ¹¾î
DOI https://doi.org/10.5659/JAIK.2023.39.1.303
ºÐ¼®¼­Áö
°Ç¼³±â¼ú > °Ç¼³Àç·á > ÄÜÅ©¸®Æ® > ±âŸ