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A platform for research: civil engineering, architecture and urbanism
JOINT STRUCTURE BETWEEN REINFORCED COLUMN AND STEEL BEAM
PROBLEM TO BE SOLVED: To penetrate through a joint between a column of a reinforced concrete structure and a beam in one direction, or eliminate the need for welding to the steel beam of a bearing material upon installing the bearing material in the flange of the steel beam buried in the end and disposed in the joint for transmitting an axial force from the steel beam to the concrete of the joint, and thereby apply an application as a temporary construction material to the bearing material while simplifying on-site installation operation.SOLUTION: A bearing material 5 having a bearing plate 51 forming a surface perpendicular to a material axis of a steel beam 2 is installed in an outer circumferential side of at least any one of column main reinforcements 3 on an upper flange 21 and below a lower flange 22 of the steel beam 2, and is held to the steel beam 2 or in any part other than the steel beam 2.SELECTED DRAWING: Figure 1
【課題】鉄筋コンクリート造の柱と梁との接合部を一方向に貫通して、または端部において埋設されて接合部に配置された鉄骨梁からの軸方向力等を接合部のコンクリートに伝達するための支圧材を鉄骨梁のフランジに設置する上で、支圧材の鉄骨梁への溶接を不要にし、現場での設置作業を単純化させながら、支圧材に仮設材としての用途を付与する。【解決手段】鉄骨梁２の上部フランジ２１上と下部フランジ２２下の少なくともいずれか一方の柱主筋３の外周側に、鉄骨梁２の材軸に直交する面をなす支圧板５１を持つ支圧材５を設置し、鉄骨梁２に、または鉄骨梁２以外のいずれかの部位に保持させる。【選択図】図１
JOINT STRUCTURE BETWEEN REINFORCED COLUMN AND STEEL BEAM
PROBLEM TO BE SOLVED: To penetrate through a joint between a column of a reinforced concrete structure and a beam in one direction, or eliminate the need for welding to the steel beam of a bearing material upon installing the bearing material in the flange of the steel beam buried in the end and disposed in the joint for transmitting an axial force from the steel beam to the concrete of the joint, and thereby apply an application as a temporary construction material to the bearing material while simplifying on-site installation operation.SOLUTION: A bearing material 5 having a bearing plate 51 forming a surface perpendicular to a material axis of a steel beam 2 is installed in an outer circumferential side of at least any one of column main reinforcements 3 on an upper flange 21 and below a lower flange 22 of the steel beam 2, and is held to the steel beam 2 or in any part other than the steel beam 2.SELECTED DRAWING: Figure 1
【課題】鉄筋コンクリート造の柱と梁との接合部を一方向に貫通して、または端部において埋設されて接合部に配置された鉄骨梁からの軸方向力等を接合部のコンクリートに伝達するための支圧材を鉄骨梁のフランジに設置する上で、支圧材の鉄骨梁への溶接を不要にし、現場での設置作業を単純化させながら、支圧材に仮設材としての用途を付与する。【解決手段】鉄骨梁２の上部フランジ２１上と下部フランジ２２下の少なくともいずれか一方の柱主筋３の外周側に、鉄骨梁２の材軸に直交する面をなす支圧板５１を持つ支圧材５を設置し、鉄骨梁２に、または鉄骨梁２以外のいずれかの部位に保持させる。【選択図】図１
JOINT STRUCTURE BETWEEN REINFORCED COLUMN AND STEEL BEAM
鉄筋コンクリート柱と鉄骨梁の接合部構造
INDEI TARO (author) / FUKUDA TAKAHARU (author) / KUBOTA ATSUSHI (author) / KANO NAOKI (author) / TAKAYAMA HIROKO (author)
2016-08-12
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
REINFORCED CONCRETE COLUMN/STEEL COLUMN/STEEL BEAM JOINT STRUCTURE
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