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Architecture & Urban Research Institute

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³í¹®¸í ½Ã¹Ä·¹ÀÌ¼Ç ±â¹ýÀ» Ȱ¿ëÇÑ °í¼º´É ÇÁ¸®Ä³½ºÆ® ÄÜÅ©¸®Æ® ±âµÕÀÇ ÀÛ¾÷ÇÁ·Î¼¼½º ºÐ¼® / Work Process Analysis of the High-performed Precast Concrete Columns using Simulation Technology
ÀúÀÚ¸í ½Å¿µ¼ö½Äº°ÀúÀÚ(Shin, Young-Su) ; Á¶±Ô¸¸½Äº°ÀúÀÚ(Cho, Kyuman) ; Á¶Ã¢±Ù(Cho, Chang-Geun)
¹ßÇà»ç Çѱ¹°Ç¼³°ü¸®ÇÐȸ
¼ö·Ï»çÇ× Çѱ¹°Ç¼³°ü¸®ÇÐȸ ³í¹®Áý, Vol.15 No.4 (2014-07)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(49) ÃÑÆäÀÌÁö(9)
ISSN 1229-7534
ÁÖÁ¦ºÐ·ù ½Ã°ø(Àû»ê)
ÁÖÁ¦¾î °í¼º´É ÇÁ¸®ÄɽºÆ® ÄÜÅ©¸®Æ® ±âµÕ ; ÀÛ¾÷ÇÁ·Î¼¼½º ; ÀÌ»ê ½Ã¹Ä·¹ÀÌ¼Ç ; HPFC concrete columns ; Work process ; Discrete event simulation techniques
¿ä¾à1 ÃÖ±Ù °Ç¼³ ±¸Á¶¹°ÀÇ ´Ù¾çÈ­, ´ëÇüÈ­, °íÃþÈ­ ¹× ÀåÁö°£È­ µÇ¸é¼­ ÄÜÅ©¸®Æ® ±¸Á¶Àç·á¿¡ °üÇÑ °í¼º´ÉÈ­°¡ ¿ä±¸µÇ°í ÀÖÀ¸¸ç, ƯÈ÷ ÄÜÅ©¸®Æ®ÀÇ °í°­µµ ¹× °í¼º´ÉÈ­°¡ ´ëµÎµÇ°í ÀÖ´Ù. ÄÜÅ©¸®Æ®ÀÇ °í¼º´ÉÈ­ ¹× Àç·á Ư¼ºÀ» °³¼±ÇÏ´Â ¹æ¹ýÀ¸·Î ÁַΠ÷´Ü¼ÒÀç ±â¼ú¿¡ ÀÇÇØ °³¹ßµÈ ÷´Ü ¼¶À¯¸¦ Àû¿ëÇÏ´Â ¹æ¹ýÀÌ »ç¿ëµÇ¾î ¿ÔÀ¸¸ç, °í¼º´É ¼¶À¯½Ã¸àÆ® º¹ÇÕü(ÀÌÇÏ HPFC)¸¦ Àû¿ëÇÑ ÄÜÅ©¸®Æ® ±âµÕ °ø¹ýÀÌ ±× Áß ÇϳªÀÌ´Ù. º» ¿¬±¸´Â ½Ã¹Ä·¹ÀÌ¼Ç ±â¹ýÀ» Ȱ¿ëÇØ, ÀÏ¹Ý RC ±âµÕ ´ëºñ ÇÁ¸®Ä³½ºÆ® ±â¹ýÀÌ Àû¿ëµÈ HPFC±âµÕ °ø¹ý °øÁ¤¿¡ ´ëÇÑ ÀÛ¾÷ÇÁ·Î¼¼½º¸¦ ºÐ¼®ÇÔ°ú µ¿½Ã¿¡, ¼öÁýÇÑ ÀÛ¾÷µ¥ÀÌÅ͸¦ ÅëÇØ HPFC ±âµÕ °ø¹ýÀÇ °øÁ¤°èȹ»ó À̽´¸¦ µµÃâÇÏ¿´´Ù. ±× °á°ú »ý»ê¼º¿¡ °¡Àå ¿µÇâÀÌ Å« ÀÛ¾÷(³ëµå)·Î 'ÄÜÅ©¸®Æ® ÀÛ¾÷Á¶', 'ÇüƲ ÀÛ¾÷Á¶'·Î µµÃâµÇ¾úÀ¸¸ç, ƯÈ÷ 'ÄÜÅ©¸®Æ® ÀÛ¾÷Á¶'°¡ °øÁ¤°èȹ»ó °¡Àå Áß¿äÇÑ ¿ä¼Ò·Î ÀÛ¿ëÇÔÀ» È®ÀÎÇÒ ¼ö ÀÖ¾ú´Ù. ÇØ´ç ÀÛ¾÷(³ëµå)¿¡ ÅõÀԵǴ ÀÛ¾÷Á¶ ¼ö º¯È­¸¦ ÅëÇÑ »ý»ê¼º Çâ»óÀ» È®ÀÎÇÏ¿´À¸¸ç º» ¿¬±¸¸¦ ¹ÙÅÁÀ¸·Î HPFC ±âµÕ °ø¹ýÀÇ ½Ç¿ëÈ­ ´Ü°è¿¡ µµ¿òÀÌ µÉ °ÍÀ¸·Î ¿¹»óµÈ´Ù.
¿ä¾à2 Since the structure systems of construction projects have been forced to be large, high-rised, and complex, many researchers have been put their efforts to develop high strength concrete incorporating diverse advanced materials. In order to improve the performance of the concrete, the fibers leading high ductility to concrete have been used, consequently concrete columns adopting High-Performance Fiber Cement(HPFC) have been developed. This paper analyzed not only the construction work process of HPFC column installed to the real construction project, but also construction productivity of the columns by using discrete event simulation technique. As a result, several considerations on installing such a column have identified, compared with the works for typical concrete columns. In particular, there was specific characteristic to install the columns in terms of labor resource productivity, which is not shown with the work for the typical concrete columns.
¼ÒÀåó Çѱ¹°Ç¼³°ü¸®ÇÐȸ
¾ð¾î Çѱ¹¾î
DOI http://dx.doi.org/10.6106/KJCEM.2014.15.4.049
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