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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.9, no.6, 2009³â, pp.113-119
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¾ç»ý¿äÀÎ ¹× PP ¼¶À¯ È¥ÀÔÀ² º¯È¿¡ µû¸¥ °í°µµ ÄÜÅ©¸®Æ®ÀÇ Æø·ÄƯ¼º
( An Experimental Study on the Curing Method and PP Fiber Mixing Ratio on Spalling Resistance of High Strength Concrete ) |
| ÇÑõ±¸;±è¿ø±â; ûÁÖ´ëÇб³ °ÇÃà°øÇаú;ûÁÖ´ëÇб³ °ÇÃà°øÇаú;
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| º» ¿¬±¸´Â ¾ç»ý¿äÀÎ ¹× PP ¼¶À¯ È¥ÀÔÀ² º¯È¿¡ µû¸¥ °í°µµ ÄÜÅ©¸®Æ®ÀÇ ±âÃÊÀû Ư¼º ¹× ³»ÈƯ¼ºÀ» ºÐ¼®ÇÏ¿´´Âµ¥, ±× °á°ú¸¦ ¿ä¾àÇÏ¸é ´ÙÀ½°ú °°´Ù. ÄÜÅ©¸®Æ®ÀÇ ±âÃÊÀû Ư¼ºÀ¸·Î À¯µ¿¼ºÀº PP ¼¶À¯ È¥ÀÔÀ²ÀÌ Áõ°¡ ÇÒ¼ö·Ï °¨¼ÒÇÏ´Â °æÇâÀ» ³ªÅ¸³»¾ú°í, ¾ÐÃà°µµ´Â PP ¼¶À¯ È¥ÀÔÀ² Áõ°¡¿¡ µû¶ó ¾à°£ °¨¼ÒÇÏ¿´À¸³ª Àç·É 7ÀÏ¿¡¼ ¸ðµÎ 60 MPa ÀÌ»ó Àç·É 28ÀÏ¿¡¼ 90 MPaÀÌ»óÀ¸·Î °í°µµ ¹üÀ§¸¦ ³ªÅ¸³»¾ú´Ù. ÇÔ¼öÀ² º¯È¿¡ µû¸¥ Æø·Ä¼º»óÀ¸·Î ÇÔ¼öÀ² 3.0 %¿¡¼ PP ¼¶À¯¸¦ È¥ÀÔÇÏÁö ¾ÊÀº Ç÷¹ÀÎÀ» Á¦¿ÜÇÑ ¸ðµç ¹èÇÕ¿¡¼ Æø·ÄÀÌ ¹æÁöµÇ´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù. À̶§ Æø·ÄÀÌ ¹æÁöµÈ °æ¿ì ÀÜÁ¸¾ÐÃà°µµÀ²Àº 22~41%, Áú·®°¨¼ÒÀ² 5~7 %·Î ºñ±³Àû ¾çÈ£ÇÑ °ÍÀ¸·Î ºÐ¼®µÇ¾ú´Ù. ¾ç»ý¹æ¹ý º¯È¿¡ µû¸¥ Æø·Ä¼º»óÀ¸·Î Ç¥Áؾç»ýÀÇ °æ¿ì PP ¼¶À¯ È¥ÀÔÀ² 0.05 % ÀÌ»ó, Áõ±â ¾ç»ý ¹× ¿ÀÅäŬ·¹À̺êÀÇ °æ¿ì PP ¼¶À¯ È¥ÀÔÀ² 0.10 %¿¡¼ Æø·ÄÀÌ ¹æÁöµÇ´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù. À̶§ Æø·ÄÀÌ ¹æÁöµÈ °æ¿ì ÀÜÁ¸¾ÐÃà°µµÀ²Àº 23~42 %, Áú·®°¨¼ÒÀ²Àº 7~11 % ÀüÈÄ·Î ³ªÅ¸³µ´Ù. ÀÌ»óÀ» Á¾ÇÕÇÏ¿© º¼¶§ °í°µµ ÄÜÅ©¸®Æ®´Â ÇÔ¼öÀ²ÀÌ ÀÛÀ»¼ö·Ï Æø·Ä¹æÁö°¡ ¿ëÀÌÇϰí, ¾ç»ý¹æ¹ý¿¡ µû¶ó¼´Â Ç¥Áؾç»ýÀÌ PP¼¶À¯ 0.05 % ÀÌ»ó, Áõ±â¾ç»ý ¹× ¿ÀÅäŬ·¹À̺êÀÇ °æ¿ì PP ¼¶À¯ È¥ÀÔÀ² 0.1 %ÀÌ»óÀ» È¥ÀÔÇØ ÁÖ¾î¾ß Æø·ÄÀÌ ¹æÁöµÊÀ» ¾Ë¼ö ÀÖ¾ú´Ù. |
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| This study is to investigate the fundamental and fireproof qualities of high strength concrete corresponding to changes in the curing factors and the PP fiber ratio. The results were as follows. For the fundamental characteristics of concrete, the fluidity was reduced in proportion to the increase in the PP fiber ratio. The compressive strength was somewhat reduced according to an increase in the PP fiber ratio. However, it had the high strength scope of more than 60 MPa at 7 days and of more than 90 MPa at 28 days. On the spalling mechanism followed by changes of the water content ratio, spalling was prevented in all combinations, except the specimen without PP fiber and subjected to 3.0% of moisture contents. When spalling was prevented at that time, the residual compressive strength ratio was 22%~41% and the mass reduction ratio was 5%~7%, which was relatively favorable. As the spalling mechanism corresponds to changes in the curing method, spalling was prevented in concrete with a PP fiber mixing ratio of more than 0.05% in the event of standard curing, and in concrete with a PP fiber mixing ratio of more than 0.10% in the case of steam curing and autoclave curing. In these cases, when spalling was prevented, the residual compressive strength ratio was 23~42% and the mass reduction ratio was 7~11%. In these results, the ease of spalling prevention in high strength concrete was inversely proportional to the water content ratio. Depending on the curing method, spalling was prevented in concrete with over 0.05% PP fiber with standard curing and in concrete with over 0.1% PP fiber with steam curing and autoclave curing. |
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| °í°µµ ÄÜÅ©¸®Æ®;Æø·Ä¹æÁö;¾ç»ý¹æ¹ý;Æú¸®ÇÁ·ÎÇÊ·» ¼¶À¯;High Strength Concrete;Spalling Resistance;Curing Method;Polypropylene Fiber; |
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Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.9, no.6, 2009³â, pp.113-119
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200919038644025)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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