³í¹®¸í |
±Ù´ë°ÇÃ๮ÈÀçÀÇ ¸ñÁ¶ ÁöºØÆ®·¯½º º¸¼öº¸° ±â¹ý¿¡ °üÇÑ »ç·Ê¿¬±¸ / A Case Study on the Strengthening and Repair Techniques for Wooden Roof Truss in Modern Architectural Properties |
¼ö·Ï»çÇ× |
´ëÇѰÇÃàÇÐȸÁöȸ¿¬ÇÕȸ ³í¹®Áý, v.11 n.04 (Åë±Ç40È£) (2009-12) |
ÆäÀÌÁö |
½ÃÀÛÆäÀÌÁö(153) ÃÑÆäÀÌÁö(8) |
ÁÖÁ¦¾î |
¸ñÁ¶ÁöºØÆ®·¯½º ; ìÑÀÚº¸ ; Æòº¸ ; º¸¼öº¸° ; Á¦ÀÚ¸®±â¹ý ; ºÎºÐ ¹× ¿ÏÀüÇØÃ¼±â¹ý ; Wooden Roof Truss ; Principal Rafter ; Tie Beam ; Strengthening and Repair ; Element to Element Method ; Partial and Complete Method |
¿ä¾à2 |
This paper is aimed to clarify the strengthening and repair techniques of a wooden roof truss focused on modern architectural properties in Korea. These trusses are largely classified with western king and queen post roof trusses, and they are composed with principal rafter, tie beam, strut, king post, hanging post, plate and so on. The strengthening and repair techniques are classified with the element to element and deconstruction method. The element to element method has 3 types : replacement of timber, strengthening with additional timber and strengthening by metal straps, ties or plate. And the deconstruction method has 2 types : partial and complete removal of trusses. The former element to element method of strengthening and repair techniques is superior to any others in preserving the value of modern architectural properties. |