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Çѱ¹°Ç¼³°ü¸®ÇÐȸ / v.7, no.1, 2006³â, pp.148-158
µ¿Àý±â °ñÁ¶°ø»ç ½ÃÇàÀÌ ¸¶°¨°ø»çÀÇ ÁÖ°øÁ¤¼±¿¡ ¹ÌÄ¡´Â ¿µÇâ -¾ÆÆÄÆ® °ø»çÀÇ »ç·ÊºÐ¼®À» Áß½ÉÀ¸·Î-
( Influence of the Structural Framework on the Critical Path of Finish Works in Winter Season -Focusing on Case Study of High-rise Apartment Housing- )
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°ø°ø¹ßÁÖ±â°üÀÇ µ¿Àý±â °ø»çºÒ´É±â°£ÀÇ ¿î¿µÀº °ø»ç±â°£À» ±æ°Ô Çϰí, °Ç¼³»ç¾÷ºñ¸¦ Áõ°¡½ÃŲ´Ù ¶ÇÇÑ, °Ç¼³ÀηÂÀÇ È°¿ëÀ» ¾î·Æ°Ô ÇÏ¿© ±Ù·Î¼ÒµæÀ» °¨¼Ò½ÃÅ´À¸·Î½á ±¹°¡ °æÁ¦¿¡µµ ³ª»Û ¿µÇâÀ» ¹ÌÄ£´Ù. ±×·¯¹Ç·Î µ¿Àý±â¿¡µµ °ñÁ¶°ø»ç´Â ½ÃÇàµÇ¾î¾ß ÇÒ °ÍÀÌ´Ù. ±×·¯³ª µ¿Àý±â¿¡ °ñÁ¶°ø»ç¸¸ ½ÃÇàÇÏ°í ¸¶°¨°ø»ç¸¦ ½ÃÇàÇÏÁö ¾ÊÀ» °æ¿ì, °ñÁ¶°ø»çÀÇ ºü¸¥ ÁøÃ´ÀÌ ¸¶°¨°ø»çÀÇ ÁÖ°øÁ¤¼±¿¡ ¿µÇâÀ» ¹ÌÄ¡°Ô µÊÀ¸·Î ÀÌ¿¡ ´ëÇÑ ±Ô¸íÀÌ ÇÊ¿äÇÏ´Ù. º» ¿¬±¸¿¡¼­´Â µ¿Àý±â °ñÁ¶°ø»ç ½ÃÇàÀÌ ¸¶°¨°ø»çÀÇ ÁÖ°øÁ¤¼±ÀÇ ÀÛ¾÷±â°£¿¡ ¹ÌÄ¡´Â ¿µÇâÀ» ±Ô¸íÇÏ¿´´Ù. À̸¦ À§ÇØ °¡»óÇöÀåÀ» ¼³Á¤ÇÑ ÈÄ, ÀÌ ÇöÀåÀ» ´ë»óÀ¸·Î ¸¶°¨°ø»çÀÇ °øÁ¤Ç¥¿Í ÁÖ°øÁ¤¼±, Àüü °øÁ¤Ç¥ ¹× ÁÖ°øÁ¤¼±À» ÀÛ¼ºÇϰí, °øÁ¤½Ã¹Ä·¹À̼ÇÀ» ½Ç½ÃÇÏ¿´´Ù. º» ¿¬±¸°á°ú´Â µ¿Àý±â °ñÁ¶°ø»ç ½ÃÇà ½Ã ¾ÆÆÄÆ® °ø»çÀÇ °ø±â»êÁ¤¿¡ À¯¿ëÇÏ°Ô È°¿ëµÉ ¼ö ÀÖÀ» °ÍÀÌ´Ù.
Public construction companies have strictly followed a rule that they should not do the works using water such as concrete pouring for the structural frame for a certain period during the winter season. It is usually known that the designated non-working period during the winter causes increase of the project duration and the project cost escalation. The halted work also makes negative effects on national economy because it reduces worker's income. However, the situation would be a lot better if the work for the structural frame is allowed under some conditions. The structural framework done alone without being followed by finish works gives a lot of stresses on the finish works. In this sense, this study examines how the structural framework performed during the winter season affect on the critical path of the finish works. To accomplish the objective of this research, the subnet for the finish works as well as a master network are prepared along with critical paths for a virtual construction site. Using the prepared networks, simulations are carried out to see the effects described above. This study is expected to be used in estimating the construction duration of high-rise apartment housing when the site work for the structural frame should be performed during this period.
 
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µ¿Àý±â;°ñÁ¶°ø»ç;¸¶°¨°ø»ç;ÁÖ°øÁ¤¼±;winter season;structural framework;finish work;critical path;
 
Çѱ¹°Ç¼³°ü¸®ÇÐȸ³í¹®Áý / v.7, no.1, 2006³â, pp.148-158
Çѱ¹°Ç¼³°ü¸®ÇÐȸ
ISSN : 2005-6095
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200603018304785)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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