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Architecture & Urban Research Institute

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±â»ç¸í ½Ã°ø´Ü°è ±¸Á¶Çؼ®À» ÅëÇÑ ÀûÃþÇü ¸ðµâ·¯ÁÖÅÃÀÇ ½Ã°øÁ¶°Ç °ËÅä / A Study on Construction Condition of Modular System by Structural Analysis of Construction Stage
ÀúÀÚ¸í Á¶¹ÎÁÖ ; ±èÁ¾¼º½Äº°ÀúÀÚ ; À¯¼º¿ë½Äº°ÀúÀÚ ; ÃÖ±âºÀ
¹ßÇà»ç Çѱ¹±¸Á¶¹°Áø´ÜÀ¯Áö°ü¸®°øÇÐȸ
¼ö·Ï»çÇ× Çѱ¹±¸Á¶¹°Áø´ÜÇÐȸÁö , Vol.19 No.2(2015-03)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(143) ÃÑÆäÀÌÁö(8)
ISSN 2234-6937
ÁÖÁ¦ºÐ·ù ±¸Á¶
ÁÖÁ¦¾î ÀûÃþ½Ä ¸ðµâ·¯ ½Ã½ºÅÛ ; ¾çÁ߽à ; ¿î¼Û½Ã ; ¼³Ä¡½Ã ; ½Ã°øÁ¶°Ç ; Test project ; Modular system ; Construction stage ; Construction condition
¿ä¾à1 ÇöÀç ±¹³» ¸ðµâ·¯ ±¸Á¶¹°Àº ÀúÃþÀÇ ´Üµ¶ÁÖÅà ¹× ±º º´¿µ»ýÈ°°ü¿¡ ÇÑÁ¤µÇ¾î ÀÖ´Â ½ÇÁ¤À̸ç, ÀûÃþ½Ä ¸ðµâ·¯ ±¸Á¶¹°¿¡ ´ëÇÑ Ç¥ÁØÈ­µÈ ±¸Á¶¼³°è ¹æ¹ýÀÌ ¾øÀ¸¹Ç·Î ±¸Á¶¹°ÀÇ ½Ã°ø°úÁ¤¿¡¼­ ¸ðµâÀÇ ¾çÁßÀ̳ª ¿î¼Û ½Ã ¹ß»ýµÇ´Â °ü¼º·Â, ¾çÁß ½Ã ±¸Á¶¹°¿¡ ´ëÇÑ Ç³ÇÏÁßÀÇ ¿µÇâ, ¸ðµâÀÇÀûÃþ ¼³Ä¡ ½Ã Ãæ°Ý·Â µî¿¡ ´ëÇÑ °ËÅä°¡ ÀϹÝÀûÀ¸·Î ÀÌ·ç¾îÁö°í ÀÖÁö ¾Ê´Ù.µû¶ó¼­ º» ¿¬±¸¿¡¼­´Â ´ë»ó ¸ðµâ·¯ ½Ã½ºÅÛ¿¡ ´ëÇÑ ´Ü°èº° ½Ã°ø¹æ¹ýÀ» »ìÆ캸°í, °¢ ½Ã°ø´Ü°è¿¡ ´ëÇÑ ±¸Á¶Çؼ® ½Ã °æ°èÁ¶°Ç ¹× ÇÏÁß ÀÛ¿ëÀ§Ä¡¸¦ °áÁ¤ÇÏ¿´´Ù. ¶ÇÇÑ ¸ðµâÀÇ ¾çÁß ¹× Â÷·®¿î¹Ý ½Ã °¢°¢ÀÇ ¼Óµµ¿¡ µû¸¥ °ü¼º·ÂÀ» »êÁ¤ÇÏ¿´À¸¸ç ¸ðµâÀÇ ÀûÃþ¼³Ä¡ ÀÛ¾÷ ½Ã ¾çÁß¼Óµµ¿¡ µû¸¥Ãæ°ÝÇÏÁß°ú ¾çÁß¿¡ ÀÇÇÑ ¼³Ä¡ÀÛ¾÷ ½Ã ¼ø°£Ç³¼Ó¿¡ ÀÇÇÑ Ç³ÇÏÁßÀ» »êÁ¤ÇÏ¿´´Ù. Á¦¾ÈµÈ ¹æ¹ýÀ» Åä´ë·Î ´ë»ó ¸ðµâ·¯ ½Ã½ºÅÛ¿¡¼­ ¾çÁß ½Ã¿Í ¿î¼Û ½Ã, ¼³Ä¡ ½Ã µî ½Ã°ø´Ü°èº° ÇÏÁßÅ©±â °áÁ¤Á¶°ÇÀ» º¯È­½ÃÄÑ ±¸Á¶°ËÅ並 ¼öÇàÇÏ¿´À¸¸ç ±¸Á¶ÀûÀ¸·Î ¾ÈÀü¼ºÀÌ È®º¸µÇ´Â ½Ã°øÁ¶°ÇÀ» µµÃâÇÏ¿´´Ù.
¿ä¾à2 At present, the actual condition is that Korean modular structures are limited to a low rise detached house and military barracks. And there is no standardized structural design method of stacked modular structure. Accordingly, in general, they don't reviewimpact force in the stage of stacking and installing a module, the effect which wind load has on a structure in the stage of lifting, and inertial force occurring in the stage of lifting or transporting a module in the process of constructing a structure. Therefore, this study investigated the construction method of modular system to be studied in stages, and decided on the position to which load was applied and boundary condition in structural analysis at each construction stage. Besides, inertial force according to each speed was calculated in the lifting and wheeled transport of module. And we calculated impact load according to lifting speed in module stacking and installation work and wind load due to instantaneous wind speed in the installation work by lifting. On the basis of the suggested method, in the modular system to be studied, it carried out review of structure by changing determining conditions of load being applied by construction stage, such as in the stage of lifting, in the stage of transport, and in the stage of installation, and drew construction conditions securing stability structurally.
¼ÒÀåó Çѱ¹±¸Á¶¹°Áø´ÜÀ¯Áö°ü¸®°øÇÐȸ
¾ð¾î Çѱ¹¾î
DOI http://dx.doi.org/10.11112/jksmi.2015.19.2.143
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