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Çѱ¹µµ·ÎÇÐȸ / v.12, no.4, 2010³â, pp.165-174
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º¸¼ö¿ë Á¶¸³½Ä ÄÜÅ©¸®Æ® Æ÷Àå Àû¿ë¼º ¹× ½½·¡ºê Á¢ÇÕ ¹æ½Ä ºÐ¼®
( Evaluation of Pavement Rehabilitation Using Precast Concrete Slabs and Slab Connection methods ) |
| Á¶¿µ±³;¿ÀÇÑÁø;ȲÁÖȯ;±è¼º¹Î;¹Ú¼º±â; °æÈñ´ëÇб³ Åä¸ñ°øÇаú;°æÈñ´ëÇб³ Åä¸ñ°øÇаú;°æÈñ´ëÇб³ Åä¸ñ°øÇаú;°æÈñ´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;(ÁÖ)½ÂÈ¿¤¿¥¾¾ ±â¼ú¿¬±¸¼Ò;
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| º» ¿¬±¸´Â Á¶¸³½Ä ÄÜÅ©¸®Æ® Æ÷Àå °ø¹ýÀ» ÀÌ¿ëÇÑ ±Þ¼Ó µµ·Î Æ÷Àå º¸¼ö ¹æ¹ýÀÇ Àû¿ë¼ºÀ» ºÐ¼®Çϱâ À§ÇÏ¿© ½ÃÇè½Ã°øÀ» ¼öÇàÇϰí, ½½·¡ºê Á¢ÇÕ ¹æ½ÄÀÇ È¿°ú¸¦ ºÐ¼®Çϱâ À§ÇØ ¼öÇàµÇ¾ú´Ù. ½ÃÇè½Ã°øÀº ÁÙ´«ÄÜÅ©¸®Æ®Æ÷ÀåÀÇ 4°³ ½½·¡ºê¸¦ ±³Ã¼ÇÏ´Â °ÍÀ¸·Î ÇÏ¿´´Ù. ½ÃÇè½Ã°øÀ» À§ÇØ ÇÁ¸®Ä³½ºÆ® ½½·¡ºê¸¦ ¼³°èÇϰí Á¦ÀÛÇÑ ÈÄ, ±âÁ¸ ½½·¡ºê¸¦ Ä¿ÆÃÇÏ¿© Á¦°ÅÇÑ ÈÄ ÀÌ °÷¿¡ Á¦ÀÛÇÑ ½½·¡ºê¸¦ ¾ÈÂø½ÃÄ×´Ù. ±× ÈÄ Æòź¼ºÀ» Á¶ÀýÇÑ ÈÄ Æ÷ÄÏ ¹× Ȧ ºÎºÐ°ú ½½·¡ºê ÇϺÎÀÇ °ø°£À» ±×¶ó¿ìÆÃ ÇÔÀ¸·Î½á ½Ã°øÀ» ½Å¼Ó ¿ëÀÌÇÏ°Ô ¼öÇàÇÒ ¼ö ÀÖ¾ú´Ù. ½ÃÇè ½Ã°øÀ» ¼öÇàÇÏ¸ç º¸¼ö¿ë ÇÁ¸®Ä³½ºÆ® Æ÷ÀåÀÇ ¼³°è ¹× ½Ã°ø°ú °ü·ÃµÈ ¼¼ºÎ »çÇ×À» ¸é¹ÐÈ÷ ºÐ¼®ÇÏ¿´´Ù. ¶ÇÇÑ ½½·¡ºê °£ÀÇ ¿¬°áÀ» À§ÇÑ ¹æ½ÄÀ¸·Î Æ÷Äϰú Ȧ Á¢ÇÕ ¹æ½ÄÀ» ¸ðµÎ Àû¿ëÇØ º¸¾ÒÀ¸¸ç ½ÇÇèÀ» ÅëÇØ µÎ Á¢ÇÕ ¹æ½Ä¿¡¼ÀÇ ½½·¡ºêÀÇ Äøµ °Åµ¿À» ºñ±³ÇÏ¿´´Ù. ¿¬±¸ °á°ú µÎ ¹æ½Ä ¸ðµÎ Àû¿ë¼ºÀÌ ¿ì¼öÇßÀ¸³ª, Ȧ Á¢ÇÕ ¹æ½ÄÀÌ º¸´Ù ÀûÀýÇÑ °ÍÀ¸·Î ÆÄ¾ÇµÇ¾ú´Ù. |
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| This study was conducted to evaluate the feasibility of expedite repairing of concrete pavements using precast concrete pavement method and to investigate the effectiveness of slab connection methods. In the demonstration construction, four slabs of jointed concrete pavements were replaced with the precast slabs. First, precast concrete slabs were designed and fabricated, then existing slabs were cut and removed, and finally precast slabs were installed. The slabs were leveled and pockets, holes, and space between the slab bottom and the underlying layer were grouted. From the demonstration construction, details about the design and construction of the precast pavements for repairing of pavements were evaluated. In addition, the slab connection methods such as pocket and hole connection methods were applied in the construction and the slab curling behaviors at the joints that include those connection methods were compared. The results showed that both slab connection methods were applicable, and the hole connection method was superior. |
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| Á¶¸³½Ä ÄÜÅ©¸®Æ® Æ÷Àå;º¸¼ö;Æ÷ÄÏ Á¢ÇÕ;Ȧ Á¢ÇÕ;Äøµ;precast concrete pavement;rehabilitation;pocket connection;hole connection;curling; |
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Çѱ¹µµ·ÎÇÐȸ³í¹®Áý / v.12, no.4, 2010³â, pp.165-174
Çѱ¹µµ·ÎÇÐȸ
ISSN : 1738-7159
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO201014654457741)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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