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Çѱ¹°Ç¼³°ü¸®ÇÐȸ / v.6, no.6, 2005³â, pp.115-123
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°±³·® ¼³Ä¡ °¡¼³°ø»çÀÇ ÃÖÀûȼ³°è Áö¿ø½Ã½ºÅÛ °³¹ß
( Development of Design Support System to Optimize the Temporary Work ) |
| Á¶ÈÆÈñ;¹ÚÀç¿ì;Á¶¹®¿µ;±èÁ¤¿; Çѱ¹Çؾç´ëÇб³ ÇØ¾ç°ø°£°ÇÃàÇкÎ;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø °Ç¼³°ü¸®¿¬±¸ºÎ;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø °Ç¼³°ü¸®¿¬±¸ºÎ;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø °Ç¼³°ü¸®¿¬±¸ºÎ;
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| °±³·® °¡¼³°ø»çÀÇ ¼³°è´Â ±×µ¿¾È °ú°ÅÀ¯»ç»ç¾÷ÀÇ ÀڷḦ Åä´ë·Î ¼³°èÀÚÀÇ °æÇè¿¡ ÀÇÁ¸ÇÏ¿© ÁøÇàµÇ¾î ¿Ô´Ù. ÀÌ·Î ÀÎÇØ ½ÇÁ¦ ÇöÀå¿¡¼ ¼Ò¿äµÇ´Â °¡º¥Æ®¿¡ ´ëÇÏ¿© °ú´ë¼³°è ³í¶õÀÌ ÀÖÀ¸¸ç, ½Ã°ø´Ü°è¿¡ ºÒÇÊ¿äÇÑ ¼³°èº¯°æÀ» ¾ß±âÇϰí ÀÖ´Ù. º» ¿¬±¸¿¡¼´Â °±³ÀÇ ¼³°èÀÛ¾÷ °úÁ¤¿¡¼ »ý¼ºµÇ´Â ¼³°è ÀÚ·á¿Í °¡¼³°ø»çÀÇ ¼öÇà¿¡ ÇÊ¿äÇÑ ÀÚ¿ø¿¡ ´ëÇÑ µ¥ÀÌÅͺ£À̽º¸¦ ±¸ÃàÇÏ¿© °±³ ¼³Ä¡ °¡¼³°ø»çÀÇ ÃÖÀûȼ³°è Áö¿ø ½Ã½ºÅÛÀ» °³¹ßÇÏ¿´´Ù. À̸¦ ÅëÇÏ¿© °¡¼³½Ã¼³¹°¿¡ ´ëÇÑ ¼³°è¸¦ ÃÖÀûÈÇϸç, ¼³°èº¯°æÀ» ÁÙÀÌ´Â µ¥¿¡ ±â¿©ÇÒ »Ó¸¸ ¾Æ´Ï¶ó ¼³°èÁ¤º¸¸¦ ½Ã°ø´Ü°è¿¡ Ȱ¿ëÇÏ°Ô ÇÔÀ¸·Î½á ¾÷¹«ÀÇ È¿À²¼º°ú Á¤È®¼ºÀ» Á¦°íÇÏ¿´´Ù. |
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| Design of steel $bridge^{circ}AEs$ temporary works has conducted relying on the experiences of engineers based on the previous similar projects. Consequently, there have been arguments against over-design of temporary bents to be required at the actual construction sites, and unnecessary design changes have been issued at the construction stage. In this study, we have developed an optimum design support system for temporary works of the steel bridge construction through establishing the database for the materials to be needed for implementation of temporary works. We've also improved the accuracy and efficiency of the works through the design optimization for temporary works, and contributed to reduce design changes as well as to utilize the design informations at the construction stage. |
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| Ű¿öµå |
| °¡¼³°ø»ç;°¡º¥Æ®;Å©·¹ÀÎ ¼±Á¤;ÃÖÀûÈ;Á¤º¸°ü¸®;Temporary work;Temporary bent;Selection of crane;Design optimization;Information management; |
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Çѱ¹°Ç¼³°ü¸®ÇÐȸ³í¹®Áý / v.6, no.6, 2005³â, pp.115-123
Çѱ¹°Ç¼³°ü¸®ÇÐȸ
ISSN : 2005-6095
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200503018303025)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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