Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
PROBLEM TO BE SOLVED: To solve the problem that a conventional beam frame structure, due to a pin coupling thereof, requires a brace, an angle brace, veneer and the like to be arranged at a corner to resist against a horizontal external force.SOLUTION: A woody corner part structure 1 includes: a cross lamination part 7 in which first lamina members 4 each formed by joining an end face in a fiber direction of one lamina 2 and a side face in a fiber direction of the other lamina 3 (the "other" with respect to the one lamina 2) at a substantially right-angle with each other, and second lamina members 5 each formed by joining a side face in the fiber direction of the one lamina 2 and an end face in the fiber direction of the other lamina 3 (the "other" with respect to the one lamina 2) at a substantially right-angle with each other are bonded via an adhesive, and overlapped to each other in a vertical direction; and two or more beam joint lamination parts 8 formed so as to be branched from the cross lamination part 7.SELECTED DRAWING: Figure 1
【課題】従来の梁枠構造体はピン結合であるために水平外力に対して抵抗するために隅角部にブレース、火打ち、合板等を配置してしなければならない課題がある。【解決手段】一方のラミナ２の繊維方向の端面と前記一方のラミナ２と他方のラミナ３の繊維方向の側面とが略直角に接合する第１ラミナ部材４と、一方のラミナ２の繊維方向の側面と前記一方のラミナ２と他方のラミナ３の繊維方向の端面とが略直角に接合する第２ラミナ部材５とが、上下方向に接着剤を介して貼り合わされて重なり合って積層されて形成された交差積層部７と、該交差積層部７から分岐して形成された２以上の梁継手積層部８とを具備する木質隅角部構造体１としたこと。【選択図】図１
PROBLEM TO BE SOLVED: To solve the problem that a conventional beam frame structure, due to a pin coupling thereof, requires a brace, an angle brace, veneer and the like to be arranged at a corner to resist against a horizontal external force.SOLUTION: A woody corner part structure 1 includes: a cross lamination part 7 in which first lamina members 4 each formed by joining an end face in a fiber direction of one lamina 2 and a side face in a fiber direction of the other lamina 3 (the "other" with respect to the one lamina 2) at a substantially right-angle with each other, and second lamina members 5 each formed by joining a side face in the fiber direction of the one lamina 2 and an end face in the fiber direction of the other lamina 3 (the "other" with respect to the one lamina 2) at a substantially right-angle with each other are bonded via an adhesive, and overlapped to each other in a vertical direction; and two or more beam joint lamination parts 8 formed so as to be branched from the cross lamination part 7.SELECTED DRAWING: Figure 1
【課題】従来の梁枠構造体はピン結合であるために水平外力に対して抵抗するために隅角部にブレース、火打ち、合板等を配置してしなければならない課題がある。【解決手段】一方のラミナ２の繊維方向の端面と前記一方のラミナ２と他方のラミナ３の繊維方向の側面とが略直角に接合する第１ラミナ部材４と、一方のラミナ２の繊維方向の側面と前記一方のラミナ２と他方のラミナ３の繊維方向の端面とが略直角に接合する第２ラミナ部材５とが、上下方向に接着剤を介して貼り合わされて重なり合って積層されて形成された交差積層部７と、該交差積層部７から分岐して形成された２以上の梁継手積層部８とを具備する木質隅角部構造体１としたこと。【選択図】図１
ROOF TRUSS FACE STRUCTURE
小屋面構造
TABATA OSAMU (Autor:in)
15.11.2018
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS