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Çѱ¹µµ·ÎÇÐȸ / v.5, no.2, 2003³â, pp.15-24
¾Æ½ºÆÈÆ® Æ÷Àå Á¶°ÇÀÌ ±³¸é¹æ¼ö ½Ã½ºÅÛÀÇ ÀÎÀåÁ¢Âø°­µµ¿¡ ¹ÌÄ¡´Â ¿µÇâ
( Effect of Asphalt Pavement Conditions on Tensile Adhesive Strength of Waterproofing System on Concrete Bridge Deck )
À̺´´ö;¹Ú¼º±â;±è±¤¿ì; Çѱ¹µµ·Î°ø»ç µµ·Î±³Åë±â¼ú¿ø;Çѱ¹µµ·Î°ø»ç µµ·Î±³Åë±â¼ú¿ø;°­¿ø´ëÇб³ Áö¿ª±â¹Ý°øÇаú;
 
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¹æ¼ö½Ã½ºÅÛ(WPS)ÀÇ ¼º´ÉÀº Àç·á ÀÎÀÚµéÀÇ º¹ÀâÇÑ »óÈ£ÀÛ¿ë, ¼³°è»ó¼¼, ±×¸®°í ½Ã°øÀÇ Áú¿¡ µû¶ó ¿µÇâÀ» ¹Þ°í, ÁÖ·Î ÀÎÀåÁ¢Âø°­µµ(TAS)·Î ÃøÁ¤µÇ´Â ±³¸é°úÀÇ Á¢Âø¼º¿¡ ÀÇÇØ °áÁ¤µÇ´Â °ÍÀ¸·Î ¾Ë·ÁÁ® ÀÖ´Ù. µû¶ó¼­ º» ¿¬±¸´Â ÇöÀç ±¹³»¿¡ À¯ÅëµÇ°í ÀÖ´Â ±³¸é¹æ¼öÀç 8Á¾ÀÇ WPSÀÇ ¼º´ÉÀ» ¾Æ½ºÆÈÆ® Æ÷ÀåÃþ È¥ÇÕ¹°ÀÇ Á¾·ù, ½Ã°ø½Ã È¥ÇÕ¹°ÀÇ ¿Âµµ, Æ÷ÀåÃþÀÇ µÎ²², ¹Ýº¹ÁÖÇà½ÃÇè¿¡ µû¸¥ Á¢ÂøÆ¯¼ºÀ» Áß½ÉÀ¸·Î ÀÎÀåÁ¢ÂøÆ¯¼ºÀ» ºñ±³ÇÏ¿´´Ù. ¶ÇÇÑ TAS ½ÃÇè ÈÄ °è¸é¿¡¼­ÀÇ Å»¸®»óŸ¦ Á¶»çÇÏ¿´´Ù. WPS¿¡ ´ëÇÑ TAS ½ÃÇè°á°ú SMA È¥ÇÕ¹°ÀÌ ¹ÐÀÔµµ È¥ÇÕ¹° º¸´Ù TAS°¡ Å©°Ô ³ªÅ¸³ª ¾Æ½ºÆÈÆ® È¥ÇÕ¹° Á¾·ù¿¡ µû¶ó¼­ Â÷À̰¡ ³µ´Ù. ½ÃÆ®½Ä ¹æ¼öÀç´Â ¾Æ½ºÆÈÆ® È¥ÇÕ¹°ÀÇ Á¾·ù¿¡ »ó°ü¾øÀÌ ½Ã°ø¿Âµµ°¡ ³ôÀº °ÍÀÌ Á¢Âø·ÂÀÌ ´õ Å©°Ô ³ªÅ¸³µÀ¸³ª µµ¸·½Ä¿¡¼­´Â ¹æ¼öÀç °è¿­º°·Î ´Ù¼Ò Â÷À̰¡ ÀÖ°í ½ÃÆ®½Ä°ú °°Áö ¾ÊÀº °ÍÀ¸·Î ³ªÅ¸³µ´Ù. Æ÷ÀåÃþ µÎ²²¿¡ µû¸¥ ¿µÇâÀº ¹æ¼öÀç Á¾·ù¿¡ »ó°ü¾øÀÌ ´ëµ¿¼ÒÀÌÇÑ °ÍÀ¸·Î ³ªÅ¸³µ´Ù. ¹Ýº¹ÁÖÇà½ÃÇè¿¡ µû¶ó¼­ ½ÃÆ®½Ä¿¡¼­ÀÇ Á¢Âø·ÂÀº ÇÏÁß ÀçÇÏÁöÁ¡>ÇÏÁßÀçÇÏ ¾ÊÀº °÷>ÇÏÁß ÀçÇÏÁöÁ¡ ¿· ºÎ±ÙÀÇ ¼ø¼­·Î ³ªÅ¸³µ°í, µµ¸·½Ä¿¡¼­´Â ¹æ¼öÀç Á¾·ù¿¡ µû¶ó ´Ù¸£°Ô ³ªÅ¸³µ´Ù. ¶ÇÇÑ ¹æ¼öÀçÀÇ Á¾·ù ¹× Ư¼º¿¡ µû¶ó ¹æ¼ö½Ã½ºÅÛ °è¸é¿¡¼­ÀÇ Å»¸®»óŰ¡ ´Ù¸£´Ù´Â °ÍÀ» ¾Ë ¼ö ÀÖ¾ú´Ù.
The performance of waterproofing system (WPS) is known to be a function of many complex interaction of material factors, design details, and the quality of construction, but it is mainly determined by the bond strength, which is measured by tensile adhesive strength (TAS) test. to the concrete bridge deck. In this research, eight waterproofing membranes were selected from commercial market and the tensile adhesive characteristics of the WPS on concrete bridge deck were investigated in view of various factor in asphalt pavement. The factors include type of asphalt mixture, pavement thickness, paving temperature and influence of wheel loading. TAS test of different asphalt pavement types showed that TAS of WPS under SMA (Stone Mastic Asphalt) pavement was greater than that under dense asphalt pavement. TAS of sheet membranes was improved as the compaction temperature of asphalt concrete increase, but TAS of liquid membranes were not. The influence of thickness of pavement val minimal with given laboratory test condition. TAS of sheet membranes after wheel tracking test were in the order of the sites under wheel path (UWP), before wheel tracking (BWT) and nearby wheel path (NWP). Since TAS of the same WPS of UWP was higher than TAS of BWT, wheel loading had function of pressing WPS resulting in higher adhesive strength. But liquid membranes were variable on types. The feature of detached interface after TAS test showed that sheet types were all detached in between deck concrete and WPS, and liquid types were detached in between asphalt pavement and WPS.
 
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ÄÜÅ©¸®Æ® ±³¸é;¹æ¼öÀç;¹æ¼öÃþ;½ÃÆ®½Ä¹æ¼öÀç;µµ¸·½Ä¹æ¼öÀç;ÀÎÀåÁ¢Âø°­µµ;Concrete bridge deck;Waterproofing membrane;Sheet waterproofing membrane;Liquid waterproofing membrane;Tensile Adhesive Strength;
 
Çѱ¹µµ·ÎÇÐȸ³í¹®Áý / v.5, no.2, 2003³â, pp.15-24
Çѱ¹µµ·ÎÇÐȸ
ISSN : 1738-7159
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200315637522529)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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