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JOINING STRUCTURE OF STEEL FRAME COLUMN AND STEEL FRAME BEAM AND BEARING WALL FRAME STRUCTURE HAVING THIS JOINING STRUCTURE
PROBLEM TO BE SOLVED: To provide a joining structure capable of securing joining strength of a steel frame column and a steel frame beam, by welding a joint fixed by a bolt to the steel frame beam to an end surface of the steel frame column in high strength, without changing a diameter of the steel frame column.SOLUTION: A steel frame column 110 is formed with slits 112 and 114 toward the other end side from an end part on opposed two surfaces of at least the steel frame column 110, to be joined with a steel frame beam 130 via a joint 152 having an erection plate 156 fittable to the slits 112 and 114. The erection plate 156 is welded-fixed to the steel frame column 110 in a state of fitting to the slits 112 and 114, and the joint 152 and the steel frame beam 130 are connected and fixed by a bolt 157.SELECTED DRAWING: Figure 4
【課題】鉄骨柱の径を変えることなく、鉄骨梁とボルト固定されるジョイントを鉄骨柱の端面に高い強度で溶接することによって、鉄骨柱と鉄骨梁との接合強度を確保できる接合構造を提供する。【解決手段】鉄骨柱１１０には、少なくとも鉄骨柱１１０の対向する２面について端部から他端側に向かってスリット１１２、１１４を形成し、スリット１１２、１１４に嵌合できる立設プレート１５６を有してなるジョイント１５２を介して鉄骨梁１３０と接合する。立設プレート１５６は、スリット１１２、１１４に嵌合した状態で鉄骨柱１１０と溶接固定し、ジョイント１５２と鉄骨梁１３０とは、ボルト１５７により連結固定する。【選択図】図４
JOINING STRUCTURE OF STEEL FRAME COLUMN AND STEEL FRAME BEAM AND BEARING WALL FRAME STRUCTURE HAVING THIS JOINING STRUCTURE
PROBLEM TO BE SOLVED: To provide a joining structure capable of securing joining strength of a steel frame column and a steel frame beam, by welding a joint fixed by a bolt to the steel frame beam to an end surface of the steel frame column in high strength, without changing a diameter of the steel frame column.SOLUTION: A steel frame column 110 is formed with slits 112 and 114 toward the other end side from an end part on opposed two surfaces of at least the steel frame column 110, to be joined with a steel frame beam 130 via a joint 152 having an erection plate 156 fittable to the slits 112 and 114. The erection plate 156 is welded-fixed to the steel frame column 110 in a state of fitting to the slits 112 and 114, and the joint 152 and the steel frame beam 130 are connected and fixed by a bolt 157.SELECTED DRAWING: Figure 4
【課題】鉄骨柱の径を変えることなく、鉄骨梁とボルト固定されるジョイントを鉄骨柱の端面に高い強度で溶接することによって、鉄骨柱と鉄骨梁との接合強度を確保できる接合構造を提供する。【解決手段】鉄骨柱１１０には、少なくとも鉄骨柱１１０の対向する２面について端部から他端側に向かってスリット１１２、１１４を形成し、スリット１１２、１１４に嵌合できる立設プレート１５６を有してなるジョイント１５２を介して鉄骨梁１３０と接合する。立設プレート１５６は、スリット１１２、１１４に嵌合した状態で鉄骨柱１１０と溶接固定し、ジョイント１５２と鉄骨梁１３０とは、ボルト１５７により連結固定する。【選択図】図４
JOINING STRUCTURE OF STEEL FRAME COLUMN AND STEEL FRAME BEAM AND BEARING WALL FRAME STRUCTURE HAVING THIS JOINING STRUCTURE
鉄骨柱と鉄骨梁の接合構造、及び、当該接合構造を備えた耐力壁フレーム構造
YOKOO MAMORU (author)
2017-08-24
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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