Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
JOINT MEMBER, JOINT MEMBER MANUFACTURING METHOD, JOINT STRUCTURE BETWEEN COLUMN AND BEAM
To provide a joint member and the like, which is available even if difference in height of beams is small when joining the beams having different heights to a square steel pipe column, and can be easily used for columns having different sizes.SOLUTION: A joint member 3 is a substantially rectangle annular member having four faces corresponding to lateral faces of a column and has substantially regular square shape in plan view. The joint member 3 is constituted by joining and integrating four corner split pieces 4 and four tabular split pieces 5a, 5b. A projection 11 is formed at substantially central part in a height direction on the tabular split piece 5a. The projection 11 is formed across whole length in a longer direction on one end side (lower end) in the height direction on the tabular split piece 5b. Therefore, the projection 11 is formed at different heights on the tabular split piece 5a and the tabular split piece 5b.SELECTED DRAWING: Figure 2
【課題】 異なる高さの梁を角形鋼管柱に接合する場合において、梁の高さの違いが小さい場合でも対応することが可能であり、異なるサイズの柱に対しても対応が容易な接合部材等を提供する。【解決手段】 接合部材３は、柱の側面に対応する四つの面を有する略矩形の環状部材であり、平面視において略正方形の外形を有する。接合部材３は、四つの角部分割片４と、四つの板状分割片５ａ、５ｂが接合されて一体化して構成される。板状分割片５ａでは、突出部１１は、高さ方向の略中央部に形成される。板状分割片５ｂでは、突出部１１は、高さ方向の一方の端部側（下端）において、長手方向の全長にわたって形成される。すなわち、板状分割片５ａと板状分割片５ｂとは、突出部１１の形成される高さが異なる。【選択図】図２
JOINT MEMBER, JOINT MEMBER MANUFACTURING METHOD, JOINT STRUCTURE BETWEEN COLUMN AND BEAM
To provide a joint member and the like, which is available even if difference in height of beams is small when joining the beams having different heights to a square steel pipe column, and can be easily used for columns having different sizes.SOLUTION: A joint member 3 is a substantially rectangle annular member having four faces corresponding to lateral faces of a column and has substantially regular square shape in plan view. The joint member 3 is constituted by joining and integrating four corner split pieces 4 and four tabular split pieces 5a, 5b. A projection 11 is formed at substantially central part in a height direction on the tabular split piece 5a. The projection 11 is formed across whole length in a longer direction on one end side (lower end) in the height direction on the tabular split piece 5b. Therefore, the projection 11 is formed at different heights on the tabular split piece 5a and the tabular split piece 5b.SELECTED DRAWING: Figure 2
【課題】 異なる高さの梁を角形鋼管柱に接合する場合において、梁の高さの違いが小さい場合でも対応することが可能であり、異なるサイズの柱に対しても対応が容易な接合部材等を提供する。【解決手段】 接合部材３は、柱の側面に対応する四つの面を有する略矩形の環状部材であり、平面視において略正方形の外形を有する。接合部材３は、四つの角部分割片４と、四つの板状分割片５ａ、５ｂが接合されて一体化して構成される。板状分割片５ａでは、突出部１１は、高さ方向の略中央部に形成される。板状分割片５ｂでは、突出部１１は、高さ方向の一方の端部側（下端）において、長手方向の全長にわたって形成される。すなわち、板状分割片５ａと板状分割片５ｂとは、突出部１１の形成される高さが異なる。【選択図】図２
JOINT MEMBER, JOINT MEMBER MANUFACTURING METHOD, JOINT STRUCTURE BETWEEN COLUMN AND BEAM
接合部材、接合部材の製造方法、柱と梁との接合構造
MOCHIZUKI HISATOMO (Autor:in) / KAWASHIMA YASUYUKI (Autor:in) / TOMITA HIROSHI (Autor:in) / IWASAWA DAICHI (Autor:in)
13.10.2023
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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