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³í¹®¸í ºÎÀç¼Ó¼º¿¡ µû¸¥ ±Õ¿­ Çü»ó ºÐ¼®¿¡ °üÇÑ ¿¬±¸ / A Study of Crack Shape Analysis based on Properties of Member in Apartment Exterior Wall / °øµ¿ÁÖÅà ¿Üº® ±Õ¿­À» Áß½ÉÀ¸·Î
ÀúÀÚ¸í ±è¸¸Àå(Kim, Man-Jang)
¹ßÇà»ç Çѱ¹°Ç¼³°ü¸®ÇÐȸ
¼ö·Ï»çÇ× Çѱ¹°Ç¼³°ü¸®ÇÐȸ ³í¹®Áý, Vol.16 No.3 (2015-05)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(143) ÃÑÆäÀÌÁö(9)
ISSN 2005-6095
ÁÖÁ¦ºÐ·ù ½Ã°ø(Àû»ê)
ÁÖÁ¦¾î °øµ¿ÁÖÅà ; ¿Üº® ; ±Õ¿­ ; ÄÜÅ©¸®Æ® ; ÇÏÀÚ ; ¿¹Ãø ; »ç·Ê ºÐ¼® ; Apartment ; Exterior Wall ; Crack ; Concrete ; Defect ; Case Analysis
¿ä¾à1 ÄÜÅ©¸®Æ® ±¸Á¶¹°¿¡ ¹ß»ýÇÏ´Â ±Õ¿­Àº ±¸Á¶¹°ÀÇ ³»·Â, ³»±¸¼º, ¹æ¼ö¼º µî ¸ðµç ±â´ÉÀ» ÀúÇϽÃŰ´Â ÁÖ¿äÇÑ ¿øÀÎÀ¸·Î, ±× ´ëÃ¥ÀÇÇʿ伺Àº ±¸Á¶¹°ÀÌ Á¸ÀçÇÏ´Â ÇÑ °è¼ÓµÉ °ÍÀÌ´Ù. ÇÏÁö¸¸ ÄÜÅ©¸®Æ® ±¸Á¶¹°¿¡¼­ÀÇ ±Õ¿­Àº Àç·á¿Í ½Ã°ø ¹× »ç¿ëȯ°æ, ±¸Á¶Àû ¿äÀÎ µî´Ù¾çÇÑ º¯¼ö°¡ º¹ÇÕÀûÀ¸·Î ÀÛ¿ëÇϰí ÀÖ¾î ÀÌ¿¡ ´ëÇÑ ´ëÃ¥ ¸¶·Ã°ú »çÀü ¿¹¹æÀÌ ½±Áö ¾ÊÀº °ÍÀÌ Çö½ÇÀÌ´Ù. ÀÌ¿¡ º» ¿¬±¸¿¡¼­´Â °øµ¿ÁÖÅà ¿Üº®¿¡¼­ ±Õ¿­ÀÌ ¹ß»ýÇÑ »ç·Ê¸¦ ºÐ¼®ÇÏ¿© ÀÌ¿¡ ´ëÇÑ µ¥ÀÌÅͺ£À̽º¸¦ ±¸ÃàÇϰí, ¹ß»ýÇÑ ±Õ¿­°ú ºÎÀçÀÇ ¼Ó¼º°£ÀÇ °ü°è¸¦ »ó°ü°ü°è¸¦ µµÃâÇϰíÀÚ ÇÑ´Ù. ÀÌ´Â °¢ ºÎÀç°¡ °¡Áö´Â ±âº»Àû ¼Ó¼ºÀÌ À¯»çÇÔÀ» °í·ÁÇÏ¿© ±Õ¿­°ú ºÎÀçÀÇ °ü°è¸¦ ºÐ¼®ÇÏ°í ºÎÀçÀÇ ¼Ó¼ºÀ» °ËÅäÇÏ¿© ±Õ¿­¿¡ ´ëÇÑ ´ëÃ¥ ¸¶·Ã¿¡ ÀÏÁ¶ÇϰíÀÚ ÇÔÀÌ´Ù.
¿ä¾à2 The Crack, occurred in the concrete structure, is a major cause of function deterioration such as strength, durability and waterproof. Therefore the need for crack reduction will continue as long as there is concrete structure. But, it is not easy to reduce or prevent crack cause of impact factor of it. There are so many factors of crack such as material, construction and maintenance environment, and structure, and these are acting in combination. So, this study derives a correlation between the cracks and members through reviewing member crack occurred. And member¡¯s attribute, related crack, is analyzed by it. It consider that the basic attribute of member is similar when its requirements are similar. Through this study, therefore, foundation of countermeasure of crack will be provided by prediction of crack shape through member¡¯s attribute.
¼ÒÀåó Çѱ¹°Ç¼³°ü¸®ÇÐȸ
¾ð¾î Çѱ¹¾î
DOI http://dx.doi.org/10.6106/KJCEM.2015.16.3.143
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