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A platform for research: civil engineering, architecture and urbanism
SLIDE CONSTRUCTION METHOD FOR DIAGONAL TRUSS FRAME AND REINFORCING MEMBER MOUNTING STRUCTURE
To provide a construction method and a reinforcing material mounting structure capable of, when a roof frame of a large beam-to-beam building constituted of a frame of a diagonal truss beam is erected by a slide construction method, maintaining structural stability of a partial frame of the roof frame during slide construction.SOLUTION: In a partial frame of the roof frame including a diagonal truss beam C which is a truss beam of one row in which truss units u, u,,, assembled in a rhombic shape are continuously laid in the direction between beams, a tension member T and strut members S, S are mounted on the diagonal truss beam C in sliding movement. In addition, in line with the diagonals perpendicular to the tension direction of the rhombically assembled truss units u, u,,, tension members v, v,,, with a length adjustment mechanism such as a brace with turnbuckle, are attached between adjacent lower string nodes on the lower string face of all or some diagonal truss beams C.SELECTED DRAWING: Figure 3
【課題】斜交トラス梁の架構から成る大梁間建物の屋根架構をスライド工法にて建方する場合に、スライド工事中の前記屋根架構の部分架構が構造的安定を保てる工法および補強材取付構造を提供する。【解決手段】ひし形状に組まれたトラス単位ｕ、ｕ、…が連続して、梁間方向に架け渡される１列のトラス梁である斜交トラス梁Ｃを含む前記屋根架構の部分架構は、スライド移動に際して、斜交トラス梁Ｃに張弦材Ｔおよび束材Ｓ、Ｓが取付けられる。かつ、ひし形状に組まれたトラス単位ｕ、ｕ、…の張間方向と直交する対角線に合わせて、全部もしくは一部の斜交トラス梁Ｃ下弦面の相隣接する下弦節点間に、ターンバックル付きブレースのような長さ調整機構付きの引張り材ｖ、ｖ、…が取付けられる。【選択図】図３
SLIDE CONSTRUCTION METHOD FOR DIAGONAL TRUSS FRAME AND REINFORCING MEMBER MOUNTING STRUCTURE
To provide a construction method and a reinforcing material mounting structure capable of, when a roof frame of a large beam-to-beam building constituted of a frame of a diagonal truss beam is erected by a slide construction method, maintaining structural stability of a partial frame of the roof frame during slide construction.SOLUTION: In a partial frame of the roof frame including a diagonal truss beam C which is a truss beam of one row in which truss units u, u,,, assembled in a rhombic shape are continuously laid in the direction between beams, a tension member T and strut members S, S are mounted on the diagonal truss beam C in sliding movement. In addition, in line with the diagonals perpendicular to the tension direction of the rhombically assembled truss units u, u,,, tension members v, v,,, with a length adjustment mechanism such as a brace with turnbuckle, are attached between adjacent lower string nodes on the lower string face of all or some diagonal truss beams C.SELECTED DRAWING: Figure 3
【課題】斜交トラス梁の架構から成る大梁間建物の屋根架構をスライド工法にて建方する場合に、スライド工事中の前記屋根架構の部分架構が構造的安定を保てる工法および補強材取付構造を提供する。【解決手段】ひし形状に組まれたトラス単位ｕ、ｕ、…が連続して、梁間方向に架け渡される１列のトラス梁である斜交トラス梁Ｃを含む前記屋根架構の部分架構は、スライド移動に際して、斜交トラス梁Ｃに張弦材Ｔおよび束材Ｓ、Ｓが取付けられる。かつ、ひし形状に組まれたトラス単位ｕ、ｕ、…の張間方向と直交する対角線に合わせて、全部もしくは一部の斜交トラス梁Ｃ下弦面の相隣接する下弦節点間に、ターンバックル付きブレースのような長さ調整機構付きの引張り材ｖ、ｖ、…が取付けられる。【選択図】図３
SLIDE CONSTRUCTION METHOD FOR DIAGONAL TRUSS FRAME AND REINFORCING MEMBER MOUNTING STRUCTURE
斜交トラス架構のスライド工法および補強部材取付構造
KONISHI HIDEKAZU (author) / MUKOYAMA YOICHI (author) / TAKAYAMA HIDEKATSU (author)
2024-04-09
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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