Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Concrete-filled steel tube composite column reinforced concrete beam joint structure
The invention relates to a concrete-filled steel tube composite column reinforced concrete beam joint structure, and belongs to the technical field of building structures. The concrete-filled steel tube composite column reinforced concrete beam joint structure comprises a concrete-filled steel tube composite column, a reinforced concrete beam and a reinforcement cage; the concrete-filled steel tube composite column is composed of an inner concrete-filled steel tube core column and reinforced concrete wrapping the outer part of the concrete-filled steel tube core column; longitudinal load-bearing steel bars at the top and the bottom are arranged in the reinforced concrete beam; the reinforcement cage is arranged in the concrete-filled steel tube core column; the concrete-filled steel tube composite column reinforced concrete beam joint structure further comprises an upper annular tensile steel plate, a lower annular tensile steel plate, an upper tensile steel plate supporting plate and a lower tensile steel plate supporting plate; and the upper annular tensile steel plate and the lower annular tensile steel plate are correspondingly welded to the steel pipe column wall of the steel pipe concrete core column at the joint, the upper annular tensile steel plate is arranged in the joint, the top face of the upper annular tensile steel plate is connected with longitudinal load-bearing steel bars at the top of the reinforced concrete beam, and the top surface of the lower annular tensile steel plate is connected with the longitudinal load-bearing steel bars at the bottom of the reinforced concrete beam.
本发明涉及一种钢管混凝土叠合柱钢筋混凝土梁节点构造，属于建筑结构技术领域。包括钢管混凝土叠合柱、钢筋混凝土梁、钢筋笼；钢管混凝土叠合柱由内部的钢管混凝土核心柱以及外部包裹的钢筋混凝土构成；钢筋混凝土梁内设置有顶部和底部的纵向受力钢筋；钢管混凝土核心柱中设置有钢筋笼；节点构造还包括上部环形抗拉钢板、下部环形抗拉钢板、上部抗拉钢板支撑板、下部抗拉钢板支撑板；上部环形抗拉钢板、下部环形抗拉钢板分别在节点处焊接于钢管混凝土核心柱的钢管柱壁上，其中，上部环形抗拉钢板置于节点内部，其顶面与钢筋混凝土梁顶部的纵向受力钢筋相连，下部环形抗拉钢板的顶面与钢筋混凝土梁底部的纵向受力钢筋相连。
Concrete-filled steel tube composite column reinforced concrete beam joint structure
The invention relates to a concrete-filled steel tube composite column reinforced concrete beam joint structure, and belongs to the technical field of building structures. The concrete-filled steel tube composite column reinforced concrete beam joint structure comprises a concrete-filled steel tube composite column, a reinforced concrete beam and a reinforcement cage; the concrete-filled steel tube composite column is composed of an inner concrete-filled steel tube core column and reinforced concrete wrapping the outer part of the concrete-filled steel tube core column; longitudinal load-bearing steel bars at the top and the bottom are arranged in the reinforced concrete beam; the reinforcement cage is arranged in the concrete-filled steel tube core column; the concrete-filled steel tube composite column reinforced concrete beam joint structure further comprises an upper annular tensile steel plate, a lower annular tensile steel plate, an upper tensile steel plate supporting plate and a lower tensile steel plate supporting plate; and the upper annular tensile steel plate and the lower annular tensile steel plate are correspondingly welded to the steel pipe column wall of the steel pipe concrete core column at the joint, the upper annular tensile steel plate is arranged in the joint, the top face of the upper annular tensile steel plate is connected with longitudinal load-bearing steel bars at the top of the reinforced concrete beam, and the top surface of the lower annular tensile steel plate is connected with the longitudinal load-bearing steel bars at the bottom of the reinforced concrete beam.
本发明涉及一种钢管混凝土叠合柱钢筋混凝土梁节点构造，属于建筑结构技术领域。包括钢管混凝土叠合柱、钢筋混凝土梁、钢筋笼；钢管混凝土叠合柱由内部的钢管混凝土核心柱以及外部包裹的钢筋混凝土构成；钢筋混凝土梁内设置有顶部和底部的纵向受力钢筋；钢管混凝土核心柱中设置有钢筋笼；节点构造还包括上部环形抗拉钢板、下部环形抗拉钢板、上部抗拉钢板支撑板、下部抗拉钢板支撑板；上部环形抗拉钢板、下部环形抗拉钢板分别在节点处焊接于钢管混凝土核心柱的钢管柱壁上，其中，上部环形抗拉钢板置于节点内部，其顶面与钢筋混凝土梁顶部的纵向受力钢筋相连，下部环形抗拉钢板的顶面与钢筋混凝土梁底部的纵向受力钢筋相连。
Concrete-filled steel tube composite column reinforced concrete beam joint structure
一种钢管混凝土叠合柱钢筋混凝土梁节点构造
ZHANG XUEMING (Autor:in) / LI CHADE (Autor:in) / SONG LINLIN (Autor:in) / GAO PENGYUAN (Autor:in)
08.06.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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