°ÇÃ൵½Ã°ø°£¿¬±¸¼Ò

Architecture & Urban Research Institute

pdf¿ø¹®º¸±â ¿¡·¯ ÇØ°á¹æ¹ý ¹Ù·Î°¡±â



¹®ÇåȨ > ¿¬±¸³í¹® > »ó¼¼

[¿ø¹®º¸±â½Ã ¼ÒºñµÇ´Â Æ÷ÀÎÆ® : 100 Æ÷ÀÎÆ®] ¹Ì¸®º¸±â Àοë

´ëÇѰÇÃàÇÐȸ|´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è 2008³â 8¿ù

³í¹®¸í ±Ù´ë±â ¸ñÁ¶ ÁöºØÆ®·¯½ºÀÇ À¯ÇüºÐ·ù ¹× Ư¡¿¡ °üÇÑ ¿¬±¸ / A Study on the Type and Characteristics of Wooden Roof Truss in Modern Age of Korea - Focused on the Survey Reports of Modern Architectural Properties / ±Ù´ë°ÇÃ๮ȭÀç ±â·ÏÈ­ Á¶»çº¸°í¼­¸¦ Áß½ÉÀ¸·Î
ÀúÀÚ¸í ¹Úâ¹ü½Äº°ÀúÀÚ(Park Chang-Beom) ; ±è¹Ì¿¬(Kim Mi-Yeon) ; ±èÅ¿µ(Kim Tai-Young)
¹ßÇà»ç ´ëÇѰÇÃàÇÐȸ
¼ö·Ï»çÇ× ´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è, v.24 n.8 (2008-08)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(159) ÃÑÆäÀÌÁö(10)
ISSN 12269093
ÁÖÁ¦ºÐ·ù ¿ª»ç / ±¸Á¶
ÁÖÁ¦¾î ÁöºØÆ®·¯½º ; ¿Õ´ë°øÆ®·¯½º ; ½Ö´ë°øÆ®·¯½º ; ìÑÀÚº¸ ; Æòº¸ ; ºø´ë°ø ; ´Þ´ë°ø ; °¡»õ ; Roof Truss ; King Post Roof Truss ; Queen Post RoofTruss ; Principal Rafter ; Tie Beam ; Strut ; Hanging Post ; Brace
¿ä¾à2 This paper is aimed to clarify the type and its characteristics of wooden roof truss in modern age of Korea focused 64 architectural properties. These are largely classified with traditional korean and japanese roof structure, western king and queen post roof truss, and so on. The roof structure of korean architecture have been evolved into combining traditional wooden structure(rafter) with wooden roof truss. Korean carpenters have tried to improve wood structure by using the principal rafter, bracing, and tie beam, and had continually efforts to receive the roof style of west. The king and queen post roof truss are respectively classified with 3 types by the roof span. The king post roof trusses are composed with the principal rafter, tie beam, strut, braces, purlins, and so on. They are spanning up to about 4.5-8m, 9-12m, 12.5-16.2m, each of them has 6, 4, 2 struts and lattice members But there are practically no 6 struts and lattice members in the king post roof truss of wooden architectural properties. The queen post roof trusses enable the construction of the very large span than the king post roof trusses, the knee brace are used when bay is more than 5m between the queen posts. An further innovation was the use of iron tie bars in lieu of timber for tensile lattice members in the trusses.
¼ÒÀåó ´ëÇѰÇÃàÇÐȸ
¾ð¾î Çѱ¹¾î
ºÐ¼®¼­Áö
°ÇÃ࿪»ç ¹× ÀÌ·Ð > Çѱ¹ ±Ù´ë °ÇÃà > ±â¼ú ¹× Á¦µµ

ÀÌ ¿¬±¸´Â ½ÇÃøÁ¶»ç¿Í ±â·ÏÀÌ ¿Ï·áµÈ ±Ù´ë °ÇÃà ¹®È­À縦 ´ë»óÀ¸·Î ÁöºØ±¸Á¶¿¡ ÇÑÁ¤ÇÏ¿© ¾ç½Ä»ó , ȤÀº ±¸Á¶Çü½Ä»óÀÇ À¯ÇüÀ» ³ª´©°í, °¢ À¯Çüº°·Î ½Ã±â»ó, ȤÀº ±¸Á¶¿ø¸® ¹× ºÎÀç °á±¸»óÀÇ Æ¯Â¡À» ¾Ë¾Æº¸°í ÀÖ´Ù. ¿¬±¸¸¦ ÅëÇØ ´ÙÀ½°ú °°Àº °á·ÐÀ» µµÃâÇÏ¿´´Ù. ù°, 1884³â ¹ø»çâÀÇ °Ç¸³ ´ç½Ã µµÀÔÀÌÈÄ 1890³â´ë µé¾î¼­ Á¾±³°ÇÃ๰, °ü°ø¼­, ÀºÇà °ÇÃ๰À» Áß½ÉÀ¸·Î ¾ç½Ä ÁöºØÆ² ±¸Á¶Çü½ÄÀÌ À¯ÀԵǾúÀ¸¸ç, 1920~30³â´ë¿¡ À̸£·¯ º»°ÝÀûÀ¸·Î Àû¿ëµÇ¾úÀ½À» È®ÀÎÇÏ¿´´Ù. µÑ°, ¾ç½Ä ÁöºØÆ²ÀÇ °£»çÀÌ Æò±Õ Ä¡¼ö´Â ¿Õ´ë°ø ÁöºØ(9-12cm), ½Ö´ë°ø ÁöºØÆ²(12-15cm)¿¡ µû¶ó ´Ù¸£¸ç ´ëÇü ³»ºÎ°ø°£À» ¿ä±¸ÇÏ´Â °Ç¹°±â´É¿¡ ¸ñÁ¶ ÁöºØÆ®·¯½º ±¸Á¶°¡ µµÀԵǾúÀ¸¸ç, ½Ö´ë°ø ÁöºÕƲ ±¸Á¶ÀÇ ½Ö´ë°ø »çÀ̰ø°£À̳ª ¸Ç»çµå Çü ÁöºÕƲÀÇ ÁöºØ°ø°£Àº ¿©·¯¿ëµµ·Î »ç¿ë °¡´ÉÇÏ¿´À½À» ±Ô¸íÇÏ¿´´Ù.
¡á Ãßõ¹®Çå (ÀÌ ¹®Çå°ú °°ÀÌ º» ¹®Çå)
Á¶¼±Èı⠼±ÀÚ¿¬ Ä¡¸ñ±â¹ý¿¡ °üÇÑ ¿¬±¸
±è¿ÕÁ÷(Kim Wang-Jik) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è : v.26 n.05 (201005)
¼þ·Ê¹®°ú ÈïÀÎÁö¹®ÀÇ ±¸Á¶Ã¼°è ºñ±³ ¿¬±¸
À̿ձâ(Lee Wang-Kee) ; ±è»óÁ¶(Kim Sang-Jo) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è : v.24 n.8 (200808)
ÇÁ·Î±×·¥°ú ´ÙÀ̾î±×·¥ÀÇ Àû¿ëÀ» ÅëÇÑ °ÇÃà ÇüÅ »ý¼º ¿¬±¸
À±Çý°æ(Yoon Hae-Kyung) ; ±èÁÖ¿µ(Kim Ju-Young) ; È«¿øÈ­(Hong Won-Hwa) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è : v.26 n.02 (201002)
Á¶¼±Èıâ ÁöºØ±¸Á¶ÀÇ »õ·Î¿î ½Ãµµ
±èµ¿¿í - °ÇÃ࿪»ç¿¬±¸(Çѱ¹°ÇÃ࿪»çÇÐȸÁö) : v.19 n.2(Åë±Ç 69È£) (201004)
Çѱ¹ ÀüÅë°ÇÃà ÆÈÀÛÁöºØÀÇ Ê­Ï°¿¡ °üÇÑ ¿¬±¸
¾çÀ翵(Yang Jae-Young) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è : v.25 n.02 (200902)
[ÀÚ·á] ÇÑ¿ÁÀÇ ¼³°è¿Í ½Ã°ø±â¹ý
±èµµ°æ - °ÇÃ࿪»ç¿¬±¸(Çѱ¹°ÇÃ࿪»çÇÐȸÁö) : v.17 n.6(Åë±Ç 61È£) (200812)
±Ù´ë±â ¸ñÁ¶ ÁöºØÆ®·¯½º ºÎÀçÀÇ Á¢Çպο¡ °üÇÑ ¿¬±¸
¹Ú±¤Çö(Park Kwang-Hyun) ; ±èÅ¿µ(Kim Tai-Young) - ´ëÇѰÇÃàÇÐȸ³í¹®Áý °èȹ°è : v.25 n.10 (200910)
±Ù´ë°ÇÃ๮ȭÀçÀÇ ¸ñÁ¶ ÁöºØÆ®·¯½º º¸¼öº¸°­ ±â¹ý¿¡ °üÇÑ »ç·Ê¿¬±¸
¿ì³²½Ä ; ±Ç¼øÂù ; ±èÅ¿µ - ´ëÇѰÇÃàÇÐȸÁöȸ¿¬ÇÕȸ ³í¹®Áý : v.11 n.04 (Åë±Ç40È£) (200912)
Á¶¼±¿Õ¸ª 8°£(Êà) Á¤ÀÚ°¢(ïËí®ÊÈ) °íÂû
±è¿ÕÁ÷ - Çѱ¹°ÇÃ࿪»çÇÐȸ Ãá°èÇмú¹ßÇ¥´ëȸ ³í¹®Áý : (200805)
·½ ÄðÇϽº¿Í Ä«Áî¿ä ¼¼Áö¸¶ °ÇÃà¿¡¼­ ³ªÅ¸³ª´Â ÇÁ·Î±×·¥ÀÇ Á¶Á÷°ú °ø°£±¸¼º ¹æ¹ýÀÇ ºñ±³ºÐ¼®
±Ç°æ¹Î ; ±èÁ¾Áø - Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ ³í¹®Áý : v.16 n.6(Åë±Ç 65È£) (200712)
¡á Á¦ 1 ÀúÀÚÀÇ ´Ù¸¥ ¹®Çå ½Äº°ÀúÀÚ´õº¸±â
±Ù´ë°ÇÃ๮ȭÀçÀÇ ¸ñÁ¶ÁöºØÆ®·¯½º¿¡ °üÇÑ ¿¬±¸
¹Úâ¹ü ; ±èÅ¿µ - ´ëÇѰÇÃàÇÐȸÁöȸ¿¬ÇÕȸ Çмú¹ßÇ¥´ëȸ³í¹®Áý : n.2008 v.01 (200812)
±Ù´ë±â ¸ñÁ¶ ÁöºØÆ®·¯½º ºÎÀçÀÇ Á¢Çպο¡ °üÇÑ ¿¬±¸
¹Úâ¹ü ; ±èÅ¿µ - ´ëÇѰÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý : (200810)
È¥ºÒ¹®Çбǿª ³óÃ̸¶À»Á¾ÇÕ°³¹ß»ç¾÷¿¡ °üÇÑ ¿¬±¸
¹Úâ¹ü ; ¼­Çâ¼ø ; ±èÅ¿µ - Çѱ¹³óÃ̰ÇÃàÇÐȸ ³í¹®Áý : v.10 n.2 (200806)
19¼¼±â ¿ø´ç»çÂûÀÇ ´ë¹æ°ÇÃà¿¡ ³ªÅ¸³­ ±Ù´ëÀû ¼ºÇâ¿¡ °üÇÑ ¿¬±¸
¹Úâ¹ü ; ÀÌ¿µ¹Ì ; ±èÅ¿µ - ´ëÇѰÇÃàÇÐȸ Çмú¹ßÇ¥´ëȸ ³í¹®Áý : (200710)