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PORTAL FRAME AND ITS CONSTRUCTION METHOD
To provide a portal frame of which the structure is simple so that construction time can be reduced, and which has high degree of design freedom and sufficient earthquake resistance.SOLUTION: The portal frame 1 has a portal unit in which a ceiling panel 2 and a pair of wall panels 3, 4 are joined via bearing hardware 30. The end part of the ceiling panel 2 is joined on the top parts 3a, 4a of the wall panels 3, 4 in a rotatable state with the ridge direction being the central axis. The ceiling panel 2 and at least one of the wall panels 3, 4 are formed by orthogonal laminated boards, the portal unit 5 is continuously provided in the ridge direction and the building is formed. The portal units 5, 5 next to each other have asymmetrical shapes in which the heights and inclination angles of the pair of wall panels 3, 4 are different respectively, and the bearing hardware 30, 30 of the portal units next to each other are joined by the brace 50.SELECTED DRAWING: Figure 1
【課題】構造が単純で施工時間を短縮できるとともに、デザインの自由度が高く、十分な耐震性を備えた門型架構を提供する。【解決手段】天井パネル2と一対の壁パネル3,4とが軸受金物30を介して接合された門型ユニットを有する門型架構1であって、天井パネル2の端部は、桁行方向を中心軸として回動可能な状態で壁パネル3,4の頂部3a,4aに接合されていることを特徴とする。天井パネル2および壁パネル3,4の少なくとも一方は、直交集成板で構成されており、門型ユニット5が桁行方向に連続して設置されて、建物が形成される。隣り合う門型ユニット5,5は、一対の壁パネル3,4の高さと傾斜角がそれぞれ異なる非対称形状を呈しており、隣り合う門型ユニットの軸受金物30,30同士がブレース50で接合されている。【選択図】図1
PORTAL FRAME AND ITS CONSTRUCTION METHOD
To provide a portal frame of which the structure is simple so that construction time can be reduced, and which has high degree of design freedom and sufficient earthquake resistance.SOLUTION: The portal frame 1 has a portal unit in which a ceiling panel 2 and a pair of wall panels 3, 4 are joined via bearing hardware 30. The end part of the ceiling panel 2 is joined on the top parts 3a, 4a of the wall panels 3, 4 in a rotatable state with the ridge direction being the central axis. The ceiling panel 2 and at least one of the wall panels 3, 4 are formed by orthogonal laminated boards, the portal unit 5 is continuously provided in the ridge direction and the building is formed. The portal units 5, 5 next to each other have asymmetrical shapes in which the heights and inclination angles of the pair of wall panels 3, 4 are different respectively, and the bearing hardware 30, 30 of the portal units next to each other are joined by the brace 50.SELECTED DRAWING: Figure 1
【課題】構造が単純で施工時間を短縮できるとともに、デザインの自由度が高く、十分な耐震性を備えた門型架構を提供する。【解決手段】天井パネル2と一対の壁パネル3,4とが軸受金物30を介して接合された門型ユニットを有する門型架構1であって、天井パネル2の端部は、桁行方向を中心軸として回動可能な状態で壁パネル3,4の頂部3a,4aに接合されていることを特徴とする。天井パネル2および壁パネル3,4の少なくとも一方は、直交集成板で構成されており、門型ユニット5が桁行方向に連続して設置されて、建物が形成される。隣り合う門型ユニット5,5は、一対の壁パネル3,4の高さと傾斜角がそれぞれ異なる非対称形状を呈しており、隣り合う門型ユニットの軸受金物30,30同士がブレース50で接合されている。【選択図】図1
PORTAL FRAME AND ITS CONSTRUCTION METHOD
門型架構およびその施工方法
SHIMAMURA KOHEI (author) / SAKAGUCHI YUMI (author) / GOSHOZONO TAKESHI (author) / MORITA MASAHIKO (author) / SOMA TOMOAKI (author)
2019-03-14
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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