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ÁöÇÏÁÖÂ÷Àå °ÇÃ๰ °ñÁ¶¿¡ÀÇ PC°ø¹ý Àû¿ëÈ¿°ú / The Effects of PC Construction Method for Underground Parking Structure / Á¦2ºÐ°ú : ½Ã°ø, Àç·á |
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Àü±¹ ´ëÇлý Çмú¹ßÇ¥´ëȸ ³í¹®Áý (2009-11) |
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½ÃÀÛÆäÀÌÁö(150) ÃÑÆäÀÌÁö(5) |
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ÁöÇÏÁÖÂ÷Àå ; °ñÁ¶ ; PC°ø¹ý ; Construction ; Precast Concrete ; Underground Parking |
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ÁöÇÏÁÖÂ÷Àå ½Ã°øÀº Àüü°ø±âÀÇ ÁÖ°øÁ¤¿¡ ¿µÇâÀ» ¹ÌÄ¡°í, ÁöÇÏÁÖÂ÷Àå °ø»ç ¿Ï·áÈÄ Áö»óºÎºÐ °ø»ç¸¦ À§ÇÑ ÀÛ¾÷Àå ¹× ¾ßÀûÀåÀ¸·Î »ç¿ëµÇ¹Ç·Î Á¶±â½Ã°ø ¿ä±¸°¡ ³ô¾Æ PC°ø¹ýÀÇ µµÀÔÀÇ Çʿ伺ÀÌ ³ô´Ù. PC°ø¹ýÀº ÇöÀ埼³ ÄÜÅ©¸®Æ®(RC)°ø¹ý¿¡ ºñÇÏ¿© ½Ã°ø¼º ¹× »ý»ê¼ºÀÌ ¶Ù¾î³ª ±¹³»¿¡¼´Â ÁöÇÏÁÖÂ÷ÀåÀÌ ÀϹÝÀûÀÌ°í 3´ë ÁÖÂ÷ ¸ðµâÀÎ 7.5m °æ°£À¸·Î ½Ã°øµÇ°í ÀÖ´Ù. ÁöÇÏÁÖÂ÷ÀåÀÇ Æò¸é °èȹ¿¡¼´Â ÇöÀç ÀϹÝÀûÀ¸·Î »ç¿ëµÇ°í ÀÖ´Â °æ°£(span)´ç 3´ëÁÖÂ÷¸¦ À§ÇÑ ¼³°è ¸ðµâ 3°¡Áö¿Í 4´ë ÁÖÂ÷¸¦ À§ÇÑ ¼³°è ¸ðµâ 2°¡Áö¿¡ ´ëÇÑ Ç¥ÁØ ¼³°è¾ÈÀ» Á¦½ÃÇÏ¿´´Ù. ÀÌ Ç¥Áؼ³°è¾ÈÀ» Åä´ë·Î ¼³°èÇÑ °á°ú 3´ë ÁÖÂ÷±¸È¹¿¡¼´Â ¸ðµâ(2)ÀÇ ´ÜÀ§ÁÖÂ÷¸éÀûÀÌ 24.65§³/´ë·Î °¡ÀåÈ¿À²ÀûÀÎ °ÍÀ¸·Î ³ªÅ¸³µ°í 4´ëÁÖÂ÷¸ðµâ¿¡¼´Â ¸ðµâ(5)°¡ ´ÜÀ§ÁÖÂ÷¸éÀûÀÌ 24.06§³/´ë·Î »êÁ¤µÇ¾î Àüü ÁÖÂ÷¸ðµâ Áß¿¡¼ °¡ÀåÈ¿À²ÀûÀÎ °ÍÀ¸·Î ³ªÅ¸³µ´Ù. |
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Consideration of both construction economy and period require that the capabilities of construction method should be sufficient confidence to enable efficiency in both design and construction. This study is aimed at preparing the effects of PC construction method for underground parking structure. |