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A platform for research: civil engineering, architecture and urbanism
JOINING STRUCTURE OF DIAGONAL MEMBER AND WOODEN BUILDING STRUCTURE SKELETON
PROBLEM TO BE SOLVED: To restrain relative displacement small between a diagonal member and a horizontal member or between the diagonal member and a column, in a joining structure of the diagonal member for making tensile force or compressive force act by being joined to the horizontal member or the column composed of a wooden member.SOLUTION: A first screw member 20 having a spiral blade body on an outer peripheral surface of a shaft part of becoming a rod shape and having a screw hole in the axial direction from an end surface of the shaft part, is screwed in the axial direction of a diagonal member 15 by inclining to the axis of a beam 5, in the beam 5 being a horizontal member. A second screw member 50 is screwed in the axial direction of the diagonal member in an end part of the diagonal member. A joining metal fitting 40 is fixed by a connection bolt 62 screwed in the screw hole formed in the axial direction from an end surface of this second screw member, and the joining metal fitting 40 is connected to the first screw member 20 via a connection bolt 30 screwed in the screw hole of the first screw member 20 and a connection bolt 61 connected to this connection bolt.SELECTED DRAWING: Figure 3
【課題】木部材からなる横架材又は柱と接合されて引張力又は圧縮力が作用する斜材の接合構造において、斜材と横架材との間又は斜材と柱との間の相対的な変位を小さく抑える。【解決手段】横架材である梁５には、棒状となった軸部の外周面に螺旋状の翼体を有するとともに軸部の端面から軸線方向にネジ穴を有する第１のスクリュー部材２０を、梁５の軸線に対して傾斜し、斜材１５の軸線方向にねじ込む。斜材の端部には、該斜材の軸線方向に第２のスクリュー部材５０をねじ込む。この第２のスクリュー部材の端面から軸線方向に形成されたネジ穴にねじ込まれる連結用ボルト６２によって接合金具４０を固着するとともに、第１のスクリュー部材２０のネジ穴にねじ込まれた接続ボルト３０及びこの接続ボルトに連結された連結用ボルト６１を介して接合金具４０を第１のスクリュー部材２０に連結する。【選択図】図３
JOINING STRUCTURE OF DIAGONAL MEMBER AND WOODEN BUILDING STRUCTURE SKELETON
PROBLEM TO BE SOLVED: To restrain relative displacement small between a diagonal member and a horizontal member or between the diagonal member and a column, in a joining structure of the diagonal member for making tensile force or compressive force act by being joined to the horizontal member or the column composed of a wooden member.SOLUTION: A first screw member 20 having a spiral blade body on an outer peripheral surface of a shaft part of becoming a rod shape and having a screw hole in the axial direction from an end surface of the shaft part, is screwed in the axial direction of a diagonal member 15 by inclining to the axis of a beam 5, in the beam 5 being a horizontal member. A second screw member 50 is screwed in the axial direction of the diagonal member in an end part of the diagonal member. A joining metal fitting 40 is fixed by a connection bolt 62 screwed in the screw hole formed in the axial direction from an end surface of this second screw member, and the joining metal fitting 40 is connected to the first screw member 20 via a connection bolt 30 screwed in the screw hole of the first screw member 20 and a connection bolt 61 connected to this connection bolt.SELECTED DRAWING: Figure 3
【課題】木部材からなる横架材又は柱と接合されて引張力又は圧縮力が作用する斜材の接合構造において、斜材と横架材との間又は斜材と柱との間の相対的な変位を小さく抑える。【解決手段】横架材である梁５には、棒状となった軸部の外周面に螺旋状の翼体を有するとともに軸部の端面から軸線方向にネジ穴を有する第１のスクリュー部材２０を、梁５の軸線に対して傾斜し、斜材１５の軸線方向にねじ込む。斜材の端部には、該斜材の軸線方向に第２のスクリュー部材５０をねじ込む。この第２のスクリュー部材の端面から軸線方向に形成されたネジ穴にねじ込まれる連結用ボルト６２によって接合金具４０を固着するとともに、第１のスクリュー部材２０のネジ穴にねじ込まれた接続ボルト３０及びこの接続ボルトに連結された連結用ボルト６１を介して接合金具４０を第１のスクリュー部材２０に連結する。【選択図】図３
JOINING STRUCTURE OF DIAGONAL MEMBER AND WOODEN BUILDING STRUCTURE SKELETON
斜材の接合構造及び木造建築構造躯体
IMAI JUNICHI (author) / MIURA HITOSHI (author)
2016-12-08
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
JOINING STRUCTURE OF STRUCTURAL SKELETON OF WOODEN BUILDING
| European Patent Office | 2017