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Architecture & Urban Research Institute

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³í¹®¸í ¹°·ùâ°í¿ë SOG¹Ù´ÚÀÇ µÎ²²»êÁ¤À» À§ÇÑ ±âÁذËÅä / A Study on the Thickness Design Methods of a Ground Supported Floor in Warehouse / Ãß°è-07. ö±ÙÄÜÅ©¸®Æ®
ÀúÀÚ¸í ±èÅÂÈ£½Äº°ÀúÀÚ ; ¹æÁß¼®
¹ßÇà»ç ´ëÇѰÇÃàÇÐȸ
¼ö·Ï»çÇ× ´ëÇѰÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý, v.34 n.2 (2014-10)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(521) ÃÑÆäÀÌÁö(2)
ISSN 2287-5786
ÁÖÁ¦ºÐ·ù ±¸Á¶ / Àç·á
ÁÖÁ¦¾î ¹°·ùâ°í ; Á¢Áö ½½·¡ºê ; ½½·¡ºê µÎ²² ; °­¼¶À¯ ; Warehouse ; SOG ; Slab thickness ; Steel fiber
¿ä¾à2 Warehouse structures have standard module, large load bearing capacity, high quality floor and short construction period. Flatness, abrasion and crack controls are essential points of warehouse floor. Most of warehouse's ground supported floor is designed to steel fiber reinforced concrete slab. A structural design of unreinforced concrete slab is possible to KBC 2009, but this code is not appropriate to warehouse's ground supported floor such as steel fiber reinforced concrete slab. In this study, TR 34 which is recommended to be designed of warehouse's ground supported floor are reviewed and summarized thickness design procedure of a ground supported floor.
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