Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
JOINING STRUCTURE OF REINFORCED CONCRETE COLUMN AND STEEL BEAM
PROBLEM TO BE SOLVED: To provide a joining structure of a reinforced concrete column and a steel beam which can rationally (optimally) constitute column/beam joining parts by semi-rigidly joining the column/beam joining parts by reducing the maximum moment.SOLUTION: A recess 10 is formed at a reinforced concrete column 1, an end of a steel beam 2 is inserted into the recess 10 and arranged therein, the recess is filled with concrete 4, and the reinforced concrete column 1 and the steel beam 2 are joined to each other. By adjusting an embedded length of the end of the steel beam 2 into the concrete 4 which is filled into the recess 10, adjusting a fixing degree of the steel beam 2, and adjusting the fixing degree, the end of the steel beam 2 is semi-rigidly joined to the reinforced concrete column 1, and the bent moment acting on the joining part of the reinforced concrete column 1 and the steel beam 2 and the steel beam 2 is adjusted.SELECTED DRAWING: Figure 1
【課題】柱梁接合部を半剛接にし、最大モーメントを低減して合理的（最適）に構成することを可能にする鉄筋コンクリート柱と鉄骨梁の接合部構造を提供する。【解決手段】鉄筋コンクリート柱１に凹所１０を形成し、凹所１０に鉄骨梁２の端部を挿入配置するとともにコンクリート４を充填して鉄筋コンクリート柱１と鉄骨梁２を接合する。また、凹所１０に充填したコンクリート４への鉄骨梁２の端部の埋め込み長さを調節して鉄骨梁２の固定度を調節し、固定度を調節することによって、鉄骨梁２の端部を鉄筋コンクリート柱１に半剛接合するとともに鉄筋コンクリート柱１と鉄骨梁２の接合部及び鉄骨梁２に作用する曲げモーメントを調節する。【選択図】図１
JOINING STRUCTURE OF REINFORCED CONCRETE COLUMN AND STEEL BEAM
PROBLEM TO BE SOLVED: To provide a joining structure of a reinforced concrete column and a steel beam which can rationally (optimally) constitute column/beam joining parts by semi-rigidly joining the column/beam joining parts by reducing the maximum moment.SOLUTION: A recess 10 is formed at a reinforced concrete column 1, an end of a steel beam 2 is inserted into the recess 10 and arranged therein, the recess is filled with concrete 4, and the reinforced concrete column 1 and the steel beam 2 are joined to each other. By adjusting an embedded length of the end of the steel beam 2 into the concrete 4 which is filled into the recess 10, adjusting a fixing degree of the steel beam 2, and adjusting the fixing degree, the end of the steel beam 2 is semi-rigidly joined to the reinforced concrete column 1, and the bent moment acting on the joining part of the reinforced concrete column 1 and the steel beam 2 and the steel beam 2 is adjusted.SELECTED DRAWING: Figure 1
【課題】柱梁接合部を半剛接にし、最大モーメントを低減して合理的（最適）に構成することを可能にする鉄筋コンクリート柱と鉄骨梁の接合部構造を提供する。【解決手段】鉄筋コンクリート柱１に凹所１０を形成し、凹所１０に鉄骨梁２の端部を挿入配置するとともにコンクリート４を充填して鉄筋コンクリート柱１と鉄骨梁２を接合する。また、凹所１０に充填したコンクリート４への鉄骨梁２の端部の埋め込み長さを調節して鉄骨梁２の固定度を調節し、固定度を調節することによって、鉄骨梁２の端部を鉄筋コンクリート柱１に半剛接合するとともに鉄筋コンクリート柱１と鉄骨梁２の接合部及び鉄骨梁２に作用する曲げモーメントを調節する。【選択図】図１
JOINING STRUCTURE OF REINFORCED CONCRETE COLUMN AND STEEL BEAM
鉄筋コンクリート柱と鉄骨梁の接合部構造
ISHII DAIGO (Autor:in) / YAMANOBE KOJI (Autor:in)
08.08.2016
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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