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COLUMN JOINT BLOCK AND COLUMN JOINT STRUCTURE
To provide a column joint block for forming a column joint structure having high overall rigidity, which requires no manufacturing time, and a column joint structure in which column joint blocks in which steel pipe columns are joined by welding are bolted to each other.SOLUTION: An integrally formed column joint block 50B (50) connecting upper and lower steel pipe columns 60A (60B) has an end plate 10 in which a bolt hole 13 is opened in the vicinity of a rectangular corner portion 12 in a rectangular shape in plan view, and a hollow main body 30 made of steel, wherein the main body 30 has an outer shape having a notch 33 in which a corner of a square pillar is cut out, one end of the main body 30 is fixed to the end plate 10 in a state where the notch 33 is aligned with the bolt hole 13, and the other end of the main body 30 is provided with a groove 34 which is welded to the steel pipe columns 60A (60B).SELECTED DRAWING: Figure 6
【課題】製作手間がかからず、全体剛性の高い柱継手構造形成用の柱継手ブロックと、鋼管柱が溶接にて接合されている柱継手ブロック同士がボルト接合されてなる柱継手構造を提供すること。【解決手段】上下の鋼管柱60A(60B)を繋ぐ一体成形された柱継手ブロック50B(50)であって、平面視矩形で矩形の隅角部12の近傍にボルト孔13が開設されているエンドプレート10と、鋼製で中空の本体30であって、四角柱の隅角が切欠かれた切欠部33を有する外形を備え、ボルト孔13に切欠部33が位置合わせされた状態で本体30の一端がエンドプレート10に固定され、本体30の他端が鋼管柱60A(60B)に溶接接合される開先34を備えている本体30と、を有する。【選択図】図6
COLUMN JOINT BLOCK AND COLUMN JOINT STRUCTURE
To provide a column joint block for forming a column joint structure having high overall rigidity, which requires no manufacturing time, and a column joint structure in which column joint blocks in which steel pipe columns are joined by welding are bolted to each other.SOLUTION: An integrally formed column joint block 50B (50) connecting upper and lower steel pipe columns 60A (60B) has an end plate 10 in which a bolt hole 13 is opened in the vicinity of a rectangular corner portion 12 in a rectangular shape in plan view, and a hollow main body 30 made of steel, wherein the main body 30 has an outer shape having a notch 33 in which a corner of a square pillar is cut out, one end of the main body 30 is fixed to the end plate 10 in a state where the notch 33 is aligned with the bolt hole 13, and the other end of the main body 30 is provided with a groove 34 which is welded to the steel pipe columns 60A (60B).SELECTED DRAWING: Figure 6
【課題】製作手間がかからず、全体剛性の高い柱継手構造形成用の柱継手ブロックと、鋼管柱が溶接にて接合されている柱継手ブロック同士がボルト接合されてなる柱継手構造を提供すること。【解決手段】上下の鋼管柱60A(60B)を繋ぐ一体成形された柱継手ブロック50B(50)であって、平面視矩形で矩形の隅角部12の近傍にボルト孔13が開設されているエンドプレート10と、鋼製で中空の本体30であって、四角柱の隅角が切欠かれた切欠部33を有する外形を備え、ボルト孔13に切欠部33が位置合わせされた状態で本体30の一端がエンドプレート10に固定され、本体30の他端が鋼管柱60A(60B)に溶接接合される開先34を備えている本体30と、を有する。【選択図】図6
COLUMN JOINT BLOCK AND COLUMN JOINT STRUCTURE
柱継手ブロック及び柱継手構造
ICHIOKA DAIKO (Autor:in) / NISHIMURA TAKESHI (Autor:in)
19.03.2020
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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