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Architecture & Urban Research Institute

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³í¹®¸í ±³·® À¯Áöº¸¼öÀÇ ¼Õ»ó¹°·®°ú º¸¼ö¹°·® »ó°ü°ü°è ¿¬±¸ / A Study on the Correlation between Damage and Repair Volume of Bridge Maintenance
ÀúÀÚ¸í ÀÌâÁØ;¹ÚÅÂÀÏ
¹ßÇà»ç ´ëÇÑÅä¸ñÇÐȸ
¼ö·Ï»çÇ× ´ëÇÑÅä¸ñÇÐȸ³í¹®Áý, v.44 n.4 (2024-08)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(577) ÃÑÆäÀÌÁö(9)
ISSN 10156348
ÁÖÁ¦¾î ÀÎÇÁ¶ó;À¯Áö°ü¸®;¼Õ»ó¹°·®;º¸¼ö¹°·®;±³·®°ü¸®½Ã½ºÅÛ ; Infrastructure;Maintenance;Damage volume;Repair volume;BMS
¿ä¾à1 ÀÎÇÁ¶ó´Â ±¹°¡ÀÇ »ê¾÷ ¹ßÀü°ú °æÁ¦ ¼ºÀå¿¡ ÁÖ¿äÇÑ ¿ªÇÒÀ» ÇÏ°í ÀÖ´Ù. ±×·¯³ª ÃÖ±Ù ±¹³» ÀÎÇÁ¶ó´Â ³ëÈÄÈ­·Î ÀÎÇØ ¾ÈÀü»ç°íÀÇ À§Çè »Ó¸¸ ¾Æ´Ï¶ó»ç
ȸ¡¤°æÁ¦Àû ºñÈ¿À²¼ºÀ» ¾ß±âÇÏ°í ÀÖ¾î À¯Áö°ü¸®ÀÇ Çʿ伺ÀÌ Ä¿Áö°í ÀÖ´Ù. ƯÈ÷ ±³·®ÀÇ ³ëÈÄÈ­ ºñÀ²ÀÌ ½É°¢ÇØ ÀûÀýÇÑ º¸¼öº¸°­ °ø¹ý°ú ¹°·® »êÃâ
ÀÌ ÇÊ¿äÇÏ´Ù. º» ¿¬±¸¿¡¼­´Â ½Ã¼³¹°ÅëÇÕÁ¤º¸°ü¸®½Ã½ºÅÛ(FMS) µ¥ÀÌÅÍ Áß ±³·®¿¡¼­ ºó¹øÇÏ°Ô Àû¿ëµÇ´Â º¸¼ö°ø¹ýÀ» µµÃâÇÏ¿´°í À̸¦ ¹ÙÅÁÀ¸·Î
¼Õ»ó¡¤°áÇÔ ´ëºñ À¯Áöº¸¼ö°ø¹ý ¹°·® °£ÀÇ »ó°ü°ü°è¸¦ ÆľÇÇÏ¿´´Ù. ±³·®ÅëÇÕ°ü¸®½Ã½ºÅÛ(BMS) µ¥ÀÌÅ͸¦ È°¿ëÇÏ¿© ±³·®ÀÇ ¼Õ»ó°ú À¯Áöº¸¼ö°ø¹ýÀÇ ¹°·® °£ÀÇ °æÇèÀûÀÎ »ó°ü°ü°è¸¦ ºÐ¼®ÇÏ¿´´Ù. ºÐ¼®°á°ú º¸¼ö¹°·®°ú ¼Õ»ó¹°·®ÀÇ ºñÀ²Àº 1.0À¸·Î ³ªÅ¸³µÀ¸¸ç, ¼¼ºÎÁöħ¿¡¼­ Á¦½ÃÇÏ°í ÀÖ´Â ±Õ¿­
·ü ¹× ¼Õ»ó¸éÀû·üÀ» »êÁ¤ÇÏ´Â ¹æ½ÄÀº ¼Õ»ó¹°·®ÀÇ 1.5¹è¸¦ ±Ç°íÇÏ°í ÀÖ¾î Â÷À̸¦ º¸ÀÌ°í ÀÖ¾ú´Ù. ¼¼ºÎÁöħ¿¡¼­´Â ¾ÈÀüÀ» °í·ÁÇÏ¿© º¸¼öÀûÀÎ ¼öÄ¡¸¦ Á¦½ÃÇÏ°í ÀÖÁö¸¸ µ¥ÀÌÅÍ ºÐ¼® °á°ú¸¦ ÅëÇØ ½Ç¹«ÀûÀÎ ºñÀ²À» Á¦½ÃÇÏ¿´´Ù´Â Á¡¿¡¼­ ÀÇÀÇ°¡ ÀÖÀ¸¸ç, ÇâÈÄ ´Ù¾çÇÑ ½Ã¼³¹°ÀÇ º¸¼öº¸°­ ¹°·®À» »êÁ¤ ÇÒ ¼ö ÀÖ´Â ¸ðµ¨ °³¹ß¿¡ È°¿ëÇÒ ¼ö ÀÖÀ» °ÍÀ¸·Î ±â´ëµÈ´Ù.
¿ä¾à2 Infrastructure plays a crucial role in the industrial development and economic growth of a nation. However, recently, domestic infrastructure has been causing not only safety risks due to aging but also social and economic inefficiencies, increasing the need for maintenance. In particular, the deterioration rate of bridges is serious, so application of appropriate repair and rehabilitation methods and estimation of its quantity are required. In this study, frequently applied repair methods for bridges using data from the Facility Integrated Management System (FMS) were identified. the empirical correlation between damage volume and the repair volume was analyzed using Bridge Management System (BMS) data. The result of the analysis showed that the ratio of the repair volume to the damage volume was 1.0. The guideline, on the other hand, suggest 1.5 the ratio of the repair volume to the damage volume. Although the guidelines differently present more conservative figures considering safety, this study is significant in that it presents a practical ratio through data analysis results. This results can be used to develop a model that can calculate the amount of repair and rehabilitation of various facilities in the future.
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DOI https://doi.org/10.12652/Ksce.2024.44.4.0577