Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
JOINING METHOD OF REINFORCED CONCRETE COLUMN AND STEEL BEAM
PROBLEM TO BE SOLVED: To provide a joining method of a reinforced concrete column and a steel beam which can be constructed by making a shear reinforcement easily penetrate the steel beam at a site, and anchoring it without the need for a special member such as a clip.SOLUTION: An end of a steel beam 4 is inserted into a recess which is formed at a reinforced concrete column, and arranged therein, a perpendicular hook of a shear reinforcement 1 is inserted into a penetration hole 4b formed at a web 4a of the steel beam 4, the shear reinforcement 1 is rotated with a bent part of the perpendicular hook as a center, and the shear reinforcement 1 is arranged so that the perpendicular hook is set along the web 4a of the steel beam 4. A semi-circular hook or an acute hook at one end side of the shear reinforcement 1 is anchored to an auxiliary reinforcement arranged in a recess or a main reinforcement of the reinforced concrete column which is protruded into a recess, and concrete is placed in the recess.SELECTED DRAWING: Figure 2
【課題】クリップ等の特殊部材を必要とせず、容易に現場で鉄骨梁にせん断補強筋を貫通させて定着させて施工することが可能な鉄筋コンクリート柱と鉄骨梁の接合方法を提供する。【解決手段】鉄筋コンクリート柱に形成された凹所に鉄骨梁４の端部を挿入配置し、せん断補強筋１の直角フックを鉄骨梁４のウェブ４ａに形成された貫通孔４ｂに挿入するとともに直角フックの屈曲部中心にせん断補強筋１を回転させ、直角フックが鉄骨梁４のウェブ４ａに沿うようにせん断補強筋１を設置する。せん断補強筋１の一端側の半円形フック又は鋭角フックを凹所に配設した補助筋あるいは凹所に突出した鉄筋コンクリート柱の主筋に定着させ、凹所にコンクリートを打設する。【選択図】図２
JOINING METHOD OF REINFORCED CONCRETE COLUMN AND STEEL BEAM
PROBLEM TO BE SOLVED: To provide a joining method of a reinforced concrete column and a steel beam which can be constructed by making a shear reinforcement easily penetrate the steel beam at a site, and anchoring it without the need for a special member such as a clip.SOLUTION: An end of a steel beam 4 is inserted into a recess which is formed at a reinforced concrete column, and arranged therein, a perpendicular hook of a shear reinforcement 1 is inserted into a penetration hole 4b formed at a web 4a of the steel beam 4, the shear reinforcement 1 is rotated with a bent part of the perpendicular hook as a center, and the shear reinforcement 1 is arranged so that the perpendicular hook is set along the web 4a of the steel beam 4. A semi-circular hook or an acute hook at one end side of the shear reinforcement 1 is anchored to an auxiliary reinforcement arranged in a recess or a main reinforcement of the reinforced concrete column which is protruded into a recess, and concrete is placed in the recess.SELECTED DRAWING: Figure 2
【課題】クリップ等の特殊部材を必要とせず、容易に現場で鉄骨梁にせん断補強筋を貫通させて定着させて施工することが可能な鉄筋コンクリート柱と鉄骨梁の接合方法を提供する。【解決手段】鉄筋コンクリート柱に形成された凹所に鉄骨梁４の端部を挿入配置し、せん断補強筋１の直角フックを鉄骨梁４のウェブ４ａに形成された貫通孔４ｂに挿入するとともに直角フックの屈曲部中心にせん断補強筋１を回転させ、直角フックが鉄骨梁４のウェブ４ａに沿うようにせん断補強筋１を設置する。せん断補強筋１の一端側の半円形フック又は鋭角フックを凹所に配設した補助筋あるいは凹所に突出した鉄筋コンクリート柱の主筋に定着させ、凹所にコンクリートを打設する。【選択図】図２
JOINING METHOD OF REINFORCED CONCRETE COLUMN AND STEEL BEAM
鉄筋コンクリート柱と鉄骨梁の接合方法
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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