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A platform for research: civil engineering, architecture and urbanism
WOODEN STEEL COMPOSITE MEMBER AND WOODEN STEEL COMPOSITE MEMBER MANUFACTURING METHOD
To obtain a wooden steel composite member having high load bearing capacity, which allows a steel member and a wooden member to adequately bear a force in axial direction from an initial period and effectively uses a load bearing capacity of the wooden member.SOLUTION: A wooden steel composite member comprises: a steel member 2 that supports a force in an axial direction; a wooden member 1 that is assembled along the axial direction of the steel member and supports the force in the axial direction along with the steel member; and a member end plate 3 that is fitted to both ends of the steel member 2 and the wooden member 1 so as to be capable of transmitting the force in the axial direction to both the steel member and wooden member. The member end plate 3 is pressure-welded to an end face of the wooden member 1, and compression force is introduced into the wooden member 1 in the axial direction. The steel member 2 is joined to the member end plate by welding or bolts and tensile force is introduced. The wooden steel composite member can be manufactured by pressing the member end plate 3 against the end face of the wooden member 1 and joining the steel member 2 to the member end plate 3 in a state in which the compression force is applied to the wooden member.SELECTED DRAWING: Figure 1
【課題】軸線方向の力の作用初期から鋼部材と木質部材とに適切に負荷されるとともに、木質部材の耐荷力を有効に利用して耐荷力の大きな木鋼複合部材を得る。【解決手段】軸線方向の力を支持する鋼部材２と、鋼部材の軸線方向沿って組み合わされ、該鋼部材とともに軸線方向の力を支持する木質部材１と、鋼部材２及び木質部材１の両端部に取り付けられ、鋼部材と木質部材との双方に軸線方向の力を伝達することが可能に取り付けられた材端プレート３と、を有する。材端プレート３は、木質部材１の端面に圧接され、該木質部材１には軸線方向に圧縮力が導入されており、鋼部材２は材端プレートに溶接又はボルトで接合され、引張力が導入されている。この木鋼複合部材は、材端プレート３を木質部材１の端面に押し付け、木質部材に圧縮力が作用した状態で、鋼部材２と材端プレート３とを接合することによって製造することができる。【選択図】図１
WOODEN STEEL COMPOSITE MEMBER AND WOODEN STEEL COMPOSITE MEMBER MANUFACTURING METHOD
To obtain a wooden steel composite member having high load bearing capacity, which allows a steel member and a wooden member to adequately bear a force in axial direction from an initial period and effectively uses a load bearing capacity of the wooden member.SOLUTION: A wooden steel composite member comprises: a steel member 2 that supports a force in an axial direction; a wooden member 1 that is assembled along the axial direction of the steel member and supports the force in the axial direction along with the steel member; and a member end plate 3 that is fitted to both ends of the steel member 2 and the wooden member 1 so as to be capable of transmitting the force in the axial direction to both the steel member and wooden member. The member end plate 3 is pressure-welded to an end face of the wooden member 1, and compression force is introduced into the wooden member 1 in the axial direction. The steel member 2 is joined to the member end plate by welding or bolts and tensile force is introduced. The wooden steel composite member can be manufactured by pressing the member end plate 3 against the end face of the wooden member 1 and joining the steel member 2 to the member end plate 3 in a state in which the compression force is applied to the wooden member.SELECTED DRAWING: Figure 1
【課題】軸線方向の力の作用初期から鋼部材と木質部材とに適切に負荷されるとともに、木質部材の耐荷力を有効に利用して耐荷力の大きな木鋼複合部材を得る。【解決手段】軸線方向の力を支持する鋼部材２と、鋼部材の軸線方向沿って組み合わされ、該鋼部材とともに軸線方向の力を支持する木質部材１と、鋼部材２及び木質部材１の両端部に取り付けられ、鋼部材と木質部材との双方に軸線方向の力を伝達することが可能に取り付けられた材端プレート３と、を有する。材端プレート３は、木質部材１の端面に圧接され、該木質部材１には軸線方向に圧縮力が導入されており、鋼部材２は材端プレートに溶接又はボルトで接合され、引張力が導入されている。この木鋼複合部材は、材端プレート３を木質部材１の端面に押し付け、木質部材に圧縮力が作用した状態で、鋼部材２と材端プレート３とを接合することによって製造することができる。【選択図】図１
WOODEN STEEL COMPOSITE MEMBER AND WOODEN STEEL COMPOSITE MEMBER MANUFACTURING METHOD
木鋼複合部材及び木鋼複合部材の製造方法
MATSUMOTO YUMI (author) / PAEK HESS (author) / NAKAJIMA HIROTAKA (author) / IKEDA MASAKAZU (author) / MACHIDA KENICHI (author) / NAGASHIMA TAISUKE (author) / MARUYA SHUHEI (author)
2023-08-18
Patent
Electronic Resource
Japanese
WOODEN STEEL COMPOSITE MEMBER AND WOODEN STEEL COMPOSITE MEMBER MANUFACTURING METHOD
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