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JOINT STRUCTURE BETWEEN REINFORCED CONCRETE COLUMN AND STEEL BEAM
To provide a joint structure between a reinforced concrete column and a steel beam, where the thickness of a diaphragm can be reduced in a column-beam joint between the reinforced concrete column and the steel beam.SOLUTION: At a beam-column joint where steel beams 32 and 33 are cross-joined via a diaphragm 22 joined above and below a plug plate 21 installed on a reinforced concrete column 10, the plug plate 21 is installed so as to surround an outer peripheral surface of the reinforced concrete column 10 so as to follow the outer shape of the column. An overhanging web 34a is formed by projecting an end of a web 34 of the steel beams 32 and 33 so as to face each other in the plug plate 21. The overhanging web 34a has a structure in which a plurality of headed studs 38 are arranged in a row at predetermined intervals along the beam height direction.SELECTED DRAWING: Figure 1
【課題】 鉄筋コンクリート柱と鉄骨梁との柱梁接合部において、ダイアフラムの板厚を薄くすることができる鉄筋コンクリート柱と鉄骨梁との接合部構造を提供する【解決手段】 鉄骨梁３２，３３が鉄筋コンクリート柱１０に設置されたふさぎ板２１の上下に接合されたダイアフラム２２を介して交差接合される柱梁接合部において、ふさぎ板２１が鉄筋コンクリート柱１０の外周面を囲むように柱の外形形状に倣って設置され、鉄骨梁３２，３３のウェブ３４の材端がふさぎ板２１内に相対するように張り出して張り出しウェブ３４ａがそれぞれ形成されている。張り出しウェブ３４ａの側面に、梁高さ方向に沿って所定間隔で複数の頭付スタッド３８が列設された構造からなる。【選択図】 図１
JOINT STRUCTURE BETWEEN REINFORCED CONCRETE COLUMN AND STEEL BEAM
To provide a joint structure between a reinforced concrete column and a steel beam, where the thickness of a diaphragm can be reduced in a column-beam joint between the reinforced concrete column and the steel beam.SOLUTION: At a beam-column joint where steel beams 32 and 33 are cross-joined via a diaphragm 22 joined above and below a plug plate 21 installed on a reinforced concrete column 10, the plug plate 21 is installed so as to surround an outer peripheral surface of the reinforced concrete column 10 so as to follow the outer shape of the column. An overhanging web 34a is formed by projecting an end of a web 34 of the steel beams 32 and 33 so as to face each other in the plug plate 21. The overhanging web 34a has a structure in which a plurality of headed studs 38 are arranged in a row at predetermined intervals along the beam height direction.SELECTED DRAWING: Figure 1
【課題】 鉄筋コンクリート柱と鉄骨梁との柱梁接合部において、ダイアフラムの板厚を薄くすることができる鉄筋コンクリート柱と鉄骨梁との接合部構造を提供する【解決手段】 鉄骨梁３２，３３が鉄筋コンクリート柱１０に設置されたふさぎ板２１の上下に接合されたダイアフラム２２を介して交差接合される柱梁接合部において、ふさぎ板２１が鉄筋コンクリート柱１０の外周面を囲むように柱の外形形状に倣って設置され、鉄骨梁３２，３３のウェブ３４の材端がふさぎ板２１内に相対するように張り出して張り出しウェブ３４ａがそれぞれ形成されている。張り出しウェブ３４ａの側面に、梁高さ方向に沿って所定間隔で複数の頭付スタッド３８が列設された構造からなる。【選択図】 図１
JOINT STRUCTURE BETWEEN REINFORCED CONCRETE COLUMN AND STEEL BEAM
鉄筋コンクリート柱と鉄骨梁との接合部構造
FURUYA YUKI (author)
2022-04-19
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
REINFORCED CONCRETE COLUMN/STEEL COLUMN/STEEL BEAM JOINT STRUCTURE
| European Patent Office | 2016
| European Patent Office | 2023