Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Connecting structure of side plate type concrete filled steel tube special-shaped column and concrete beam
The invention belongs to the field of buildings, and particularly relates to a side plate type concrete-filled steel tube special-shaped column and concrete beam connecting structure which comprises a concrete-filled steel tube special-shaped column and a reinforced concrete beam, the concrete-filled steel tube special-shaped column is composed of a steel tube and column concrete, and the steel tube is filled with the column concrete; the reinforced concrete beam is composed of beam longitudinal bars, beam stirrups and beam concrete, the multiple beam longitudinal bars are arranged in the beam section direction, the beam stirrups are arranged in the beam span direction at intervals, the beam longitudinal bars are surrounded to form a reinforcement cage, the reinforcement cage is filled with the beam concrete, and the beam longitudinal bars and the beam stirrups are wrapped. The width of the reinforced concrete beam is consistent with the limb width of the concrete filled steel tube special-shaped column; a steel corbel is arranged between the concrete filled steel tube special-shaped column and the reinforced concrete beam, the steel corbel comprises two flanges and a web plate connected between the two flanges, and the web plate is perpendicular to the flanges; the connecting structure provided by the invention can be suitable for various forms of concrete filled steel tube special-shaped columns, and is suitable for further popularization and application.
本发明属于建筑领域，具体涉及一种侧板式钢管混凝土异形柱与混凝土梁连接结构，包括钢管混凝土异形柱、钢筋混凝土梁，钢管混凝土异形柱由钢管和柱混凝土组成，柱混凝土填充至钢管的内部，钢筋混凝土梁由梁纵筋、梁箍筋、梁混凝土组成，梁纵筋沿着梁截面方向布置复数根，梁箍筋沿梁跨度方向间隔布置，将梁纵筋包围形成钢筋笼，梁混凝土填充钢筋笼，并将梁纵筋和梁箍筋包裹，钢筋混凝土梁的宽度与钢管混凝土异形柱的肢宽度一致；钢管混凝土异形柱与钢筋混凝土梁之间设置有钢牛腿，钢牛腿包括两个翼缘及连接于两翼缘间的腹板，腹板与翼缘相垂直；本发明提供的连接结构能够适用于各种形式的钢管混凝土异形柱，适宜进一步推广应用。
Connecting structure of side plate type concrete filled steel tube special-shaped column and concrete beam
The invention belongs to the field of buildings, and particularly relates to a side plate type concrete-filled steel tube special-shaped column and concrete beam connecting structure which comprises a concrete-filled steel tube special-shaped column and a reinforced concrete beam, the concrete-filled steel tube special-shaped column is composed of a steel tube and column concrete, and the steel tube is filled with the column concrete; the reinforced concrete beam is composed of beam longitudinal bars, beam stirrups and beam concrete, the multiple beam longitudinal bars are arranged in the beam section direction, the beam stirrups are arranged in the beam span direction at intervals, the beam longitudinal bars are surrounded to form a reinforcement cage, the reinforcement cage is filled with the beam concrete, and the beam longitudinal bars and the beam stirrups are wrapped. The width of the reinforced concrete beam is consistent with the limb width of the concrete filled steel tube special-shaped column; a steel corbel is arranged between the concrete filled steel tube special-shaped column and the reinforced concrete beam, the steel corbel comprises two flanges and a web plate connected between the two flanges, and the web plate is perpendicular to the flanges; the connecting structure provided by the invention can be suitable for various forms of concrete filled steel tube special-shaped columns, and is suitable for further popularization and application.
本发明属于建筑领域，具体涉及一种侧板式钢管混凝土异形柱与混凝土梁连接结构，包括钢管混凝土异形柱、钢筋混凝土梁，钢管混凝土异形柱由钢管和柱混凝土组成，柱混凝土填充至钢管的内部，钢筋混凝土梁由梁纵筋、梁箍筋、梁混凝土组成，梁纵筋沿着梁截面方向布置复数根，梁箍筋沿梁跨度方向间隔布置，将梁纵筋包围形成钢筋笼，梁混凝土填充钢筋笼，并将梁纵筋和梁箍筋包裹，钢筋混凝土梁的宽度与钢管混凝土异形柱的肢宽度一致；钢管混凝土异形柱与钢筋混凝土梁之间设置有钢牛腿，钢牛腿包括两个翼缘及连接于两翼缘间的腹板，腹板与翼缘相垂直；本发明提供的连接结构能够适用于各种形式的钢管混凝土异形柱，适宜进一步推广应用。
Connecting structure of side plate type concrete filled steel tube special-shaped column and concrete beam
一种侧板式钢管混凝土异形柱与混凝土梁连接结构
ZHENG YONGQIAN (Autor:in) / LIN YIHAO (Autor:in) / MA SHUANGSHUANG (Autor:in) / LIANG WANGGENG (Autor:in) / LUO CAISONG (Autor:in)
03.05.2022
Patent
Elektronische Ressource
Chinesisch
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