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COLUMN-BEAM FRAME STRUCTURE
To restrain cracks of concrete in a column or a junction part by reducing bending stress acting on the junction part of a column and a beam material from an internal beam.SOLUTION: A column-beam frame structure 1A is formed by joining an internal beam 40 to a column-beam frame 10A composed of a reinforced-concrete column 20 and a beam material 30, and comprises a bracket 50 which is protrudedly provided to the direction orthogonal to a structure plane of the column-beam frame 10A from a junction part J1 of the column 20 and the beam material 30 and of which top surface 50t is joined to an end part 44 of the internal beam 40. The end part 44 of the internal beam 40 is pin-joined or semi-rigidly joined to the junction part J1 through the bracket 50.SELECTED DRAWING: Figure 3
【課題】内部梁から柱と梁材の接合部に作用する曲げ応力を低減して、柱や接合部のコンクリートのひび割れを抑制する。【解決手段】柱梁架構構造１Ａは、鉄筋コンクリート製の柱２０と、梁材３０とによる柱梁架構１０Ａに、内部梁４０が接合された柱梁架構構造１Ａであって、柱２０と梁材３０との接合部Ｊ１から、柱梁架構１０Ａの構面に直交する方向に突出して設けられ、内部梁４０の端部４４が上面５０ｔに接合されるブラケット５０を備え、内部梁４０の端部４４は、ブラケット５０を介して接合部Ｊ１とピン接合または半剛接合されている。【選択図】図３
COLUMN-BEAM FRAME STRUCTURE
To restrain cracks of concrete in a column or a junction part by reducing bending stress acting on the junction part of a column and a beam material from an internal beam.SOLUTION: A column-beam frame structure 1A is formed by joining an internal beam 40 to a column-beam frame 10A composed of a reinforced-concrete column 20 and a beam material 30, and comprises a bracket 50 which is protrudedly provided to the direction orthogonal to a structure plane of the column-beam frame 10A from a junction part J1 of the column 20 and the beam material 30 and of which top surface 50t is joined to an end part 44 of the internal beam 40. The end part 44 of the internal beam 40 is pin-joined or semi-rigidly joined to the junction part J1 through the bracket 50.SELECTED DRAWING: Figure 3
【課題】内部梁から柱と梁材の接合部に作用する曲げ応力を低減して、柱や接合部のコンクリートのひび割れを抑制する。【解決手段】柱梁架構構造１Ａは、鉄筋コンクリート製の柱２０と、梁材３０とによる柱梁架構１０Ａに、内部梁４０が接合された柱梁架構構造１Ａであって、柱２０と梁材３０との接合部Ｊ１から、柱梁架構１０Ａの構面に直交する方向に突出して設けられ、内部梁４０の端部４４が上面５０ｔに接合されるブラケット５０を備え、内部梁４０の端部４４は、ブラケット５０を介して接合部Ｊ１とピン接合または半剛接合されている。【選択図】図３
COLUMN-BEAM FRAME STRUCTURE
柱梁架構構造
MURASE MASAKI (author) / FUJIYAMA JUNJI (author)
2022-11-02
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
COLUMN BEAM FRAME STRUCTURE, CONSTRUCTION METHOD OF COLUMN BEAM FRAME STRUCTURE AND PCa MEMBER
| European Patent Office | 2016