| ³í¹®¸í |
¿øÀü Â÷Æó ÄÜÅ©¸®Æ® ±¸Á¶¹° ÇØÃ¼¸¦ À§ÇÑ ½Ã³ª¸®¿À µµÃâ / Development of Scenarios for Decommissioning of Concrete Structures in Nuclear Power Plant / session 4 : Æ÷½ºÅÍ ¼¼¼Ç |
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Çѱ¹°Ç¼³¼øÈ¯ÀÚ¿øÇÐȸ Çмú¹ßÇ¥ ³í¹®Áý, Vol.18 n.1 (2018-04) |
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½ÃÀÛÆäÀÌÁö(223) ÃÑÆäÀÌÁö(2) |
| ¿ä¾à1 |
º» ¿¬±¸¿¡¼´Â Â÷Æó ÄÜÅ©¸®Æ® ±¸Á¶¹° ÇØÃ¼ »ç·Ê ºÐ¼® ¹× ¹®Çå°íÂûÀ» ÅëÇØ ÇØÃ¼ ±â¼ú ¹× °ø¹ýÀ» µµÃâÇÏ¿´À¸¸ç, Àû¿ë °¡´ÉÇÑ ±â¼ú ¹× °ø¹ýÀ» °ËÅäÇϰí, À̸¦ ¹ÙÅÁÀ¸·Î ¿É¼Ç(±â¼ú ¹× °ø¹ý)º° Àå´ÜÁ¡À» ºñ±³ÇÏ°í °í¸® 1È£±â ÇØÃ¼°ø»ç¿¡ Àû¿ë °¡´É¼º ¿©ºÎ¸¦ °ËÅäÇÏ¿´´Ù. Àû¿ë °¡´ÉÇÑ ¿É¼ÇÀ» ¼±Á¤Çϰí, ¼±Á¤µÈ ¿É¼Çµé »óÈ£°£ÀÇ Á¶ÇÕ¿¡ µû¸¥ ½Ã³ª¸®¿À¸¦ µµÃâÇÏ¿´´Ù. |
| ¿ä¾à2 |
In this study, the decommissioning techniques were derived by analyzing the case and reviewing the literature of the concrete structures of N.P.P, Then, the advantages and disadvantages of each option (technique and method) were compared and the possibility of application to the decommissioning of Kori Unit 1. We selected the options available and derived scenarios based on the combinations of selected options. |