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³í¹®¸í BIM±â¹Ý ö±ÙÄÜÅ©¸®Æ®±¸Á¶ÀÇ ¹°·®»êÃâ ºñ±³ / A Comparison of Quantity Take-Offs of RC Structures based on BIM
ÀúÀÚ¸í À±Á¾´ö(Jong Deok Yoon) ; Á¶Çö½Ä(Hyun Sik Cho) ; ÀÌÀçÈ«(Jae Hong Lee) ; ½ÅÀç¿ë(Jae Yong Shin) ; ±èÀº¼®(Eun Suk Kim)½Äº°ÀúÀÚ
¹ßÇà»ç Çѱ¹Àü»ê±¸Á¶°øÇÐȸ
¼ö·Ï»çÇ× Çѱ¹Àü»ê±¸Á¶°øÇÐȸ³í¹®Áý, Vol.33 No.1 (2020-02)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(35) ÃÑÆäÀÌÁö(10)
ISSN 1229-3059
ÁÖÁ¦ºÐ·ù ±¸Á¶
ÁÖÁ¦¾î ¼ö·®»êÃâ; ö±Ù; ÄÜÅ©¸®Æ® ¹°·®; °³»ê°ßÀû; ºôµùÁ¤º¸º¸µ¨ ; quantity take-off; preliminary cost estimation; building information modeling (BIM)
¿ä¾à1 ÃÖ±Ù °Ç¼³¾÷°è¿¡¼­ ¼³°è½ÃÀÇ ¼ö·®»êÃâ ¹× ¿¹Á¤°ø»çºñÀÇ Á¤È®µµ¿¡ ´ëÇÑ ¿ä±¸°¡ ³ô¾ÆÁö°í ÀÖÀ¸¸ç, ¼³°èº¯°æ ½Ã¿¡ Áï°¢ÀûÀÎ ¹°·®ÀÇ º¯È­¿Í °ø»çºñÀÇ º¯È­¸¦ ÆľÇÇÏ´Â °ÍÀÌ Áß¿äÇÑ À̽´°¡ µÇ°í ÀÖ´Ù. ¶ÇÇÑ, ¼ö·®°ú °ø»çºñ¿Í °ü·ÃÇÑ °¢Á¾ ¼Ò¼ÛµéÀÌ ºó¹øÇÏ°Ô ¹ß»ýÇϸ鼭 À̸¦ ÇØ°áÇϱâ À§ÇÑ ¹æ¾ÈÀ¸·Î BIM±â¹ÝÀÇ ¹°·®»êÃâ ¹× °ßÀûÀÌ ´ë¾ÈÀ¸·Î µîÀåÇÏ¿´´Ù. ±×·¯³ª ÇöÀç BIM±â¹ÝÀÇ ¹°·®»êÃâ ¹× °ßÀûÀº 2D ±â¹ÝÀÇ ±âÁ¸ ¹æ½Äº¸´Ù È°¿ëÀÌ ¿øÈ°ÇÏÁö ¸øÇÏ´Ù. ÀÌ´Â ¹°·®»êÃâ ¹× ³»¿ª¿¡ ´ëÇÑ ±¹°¡ÀûÀΠǥÁØÀ̳ª ±âÁØÀÌ ¸¶·ÃµÇ¾î ÀÖÁö ¸øÇÏ°í, »êÃâ ÀÛ¾÷ÀÚÀÇ °æÇèÀÌ Áß¿äÇÑ ¿ä¼Ò·Î ÀÛ¿ëÇϱ⠶§¹®ÀÌ´Ù. ÇÏÁö¸¸, ÀÌ´Â °ßÀûÀÇ °üÁ¡ÀÌ°í ¼³°èÀÚÀÇ °üÁ¡¿¡¼­ BIMÀ» ÀÌ¿ëÇÑ Áï°¢ÀûÀÌ°í ºñ±³Àû Á¤È®µµ°¡ ¿ì¼öÇÑ ¼ö·®°ú °ø»çºñÀÇ ÆľÇÀÌ ¿¹»ê¿¡ ¸Â´Â ¼³°è¸¦ ÁøÇàÇϱâ À§ÇÏ¿© ÇÊ¿äÇÏ´Ù. º» ¿¬±¸¿¡¼­´Â ¼­¿ï½Ã OOŸ¿î »ýÈ°°üÀÇ Ã¶±ÙÄÜÅ©¸®Æ® ±¸Á¶ÀÇ ÄÜÅ©¸®Æ®, ö±Ù, °ÅǪÁýÀÇ ¼ö·®À» »ç·Ê·Î 2D±â¹ÝÀÇ ¼³°è¼ö·®°ú BIMÀ» ±â¹ÝÀ¸·Î ÇÑ °èȹ¼³°è, ½Ç½Ã¼³°è ½ÃÀÇ ¼ö·®°ú ½ÇÁ¦ ½Ã°ø¼ö·®À» ºñ±³¡¤ºÐ¼®ÇÏ°í Â÷ÀÌ°¡ ¹ß»ýÇÏ´Â ¿øÀÎÀ» ºÐ¼®ÇÏ¿© ÇâÈÄ ¼³°èÀÚ °üÁ¡¿¡¼­ BIM±â¹ÝÀÇ ¼ö·®»êÃâ¿¡ µµ¿òÀÌ µÇ°íÀÚ ÇÏ¿´´Ù.
¿ä¾à2 In the construction industry, there is a growing demand for the accurate calculation of the quantity take-off and construction budget at the design stage, and it is likewise important to grasp changes in the construction budget and quantity take-off if design alterations are made. In addition, lawsuits related to the quantity take-off and cost of construction are frequent; therefore, the calculation of these factors using building information modeling (BIM) has emerged as an alternative. However, existing 2D-based methods are still used more frequently than BIM-based methods for quantity take-offs and construction budgets. This is because of the lack of BIM experience of estimation workers and the absence of a national standard. However, from a designer's point of view, it is necessary to understand the quantity take-off and construction cost based on BIM and accurately create the design according to the budget. In this study, the quantity take-offs of concrete, rebar, and reinforced concrete structures (apartments) in Seoul and Yeongjong were compared with the quantity take-offs based on 2D and BIM methods. From the viewpoint of the designer, we aim to increase the accuracy of BIM-based quantity take-offs.
¼ÒÀåó Çѱ¹Àü»ê±¸Á¶°øÇÐȸ
¾ð¾î Çѱ¹¾î
DOI https://doi.org/10.7734/COSEIK.2020.33.1.35
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±¹³»¡¤¿Ü BIM Àû¿ë ÇÁ·ÎÁ§Æ®ÀÇ BIM Àû¿ë¼öÁØ ºñ±³ºÐ¼®
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