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¿øÀü±¸Á¶¹° °í°µµÃ¶±Ù ¸ðµâȸ¦ À§ÇÑ ¿ëÁ¢¹æ¹ý ¼º´ÉÆò°¡ / Performance Evaluation of Welding Method for Modular of High-Strenth Reinforcing Bars to the Nuclear Power Plant Structures / »ê¾÷°è-3 |
| ÀúÀÚ¸í |
ÀÓ»óÁØ ; ÀÌÇÑ¿ì ; ±èÇü¼· ; ¹æÃ¢ÁØ |
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Çѱ¹°ÇÃà½Ã°øÇÐȸ Çмú.±â¼ú³í¹®¹ßǥȸ ³í¹®Áý, v.13 n.1(Åë±Ç Á¦24È£) (2013-05) |
| ÆäÀÌÁö |
½ÃÀÛÆäÀÌÁö(278) ÃÑÆäÀÌÁö(3) |
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°í°µµÃ¶±Ù ; ¸ðµâÈ ; ¿øÀü±¸Á¶¹° ; High-Strength Re-Bar ; Modular ; Nuclear Power Plant Structure |
| ¿ä¾à2 |
To minimize construction quantity of nuclear facility, it is required to reduce reinforcing bar amount and solve reinforcing bar concentration and for this, it is necessary to develop application design technology and modular of high strength reinforcing bar. Hence, KHNP reduces excessive reinforcing bar amount which can cause possibility of poor construction of concrete through design standard development and modular of nuclear facility structure using high strength reinforcing bar to raise economics and has its purpose to maintain high-level safety and durability as they are. |