Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel pipe column for steel pipe concrete column and outer ring plate type beam and column connecting joint
The invention relates to a steel pipe column for a steel pipe concrete column and an outer ring plate type beam and column connecting joint. Specifically, the connecting joint comprises the steel pipecolumn, a profile steel beam and longitudinal stressed reinforcing steel bars, an outer ring plate surrounds the steel pipe column and is fixed on the outer side of the steel pipe column, and is in butt joint with the end of the profile steel beam, and reinforcing steel bar connecting pieces are fixed on the outer ring plate and is fixedly connected with the longitudinal stressed reinforcing steel bars. According to the connecting joint, the outer ring plate is fixed to the outer side of the steel pipe column in a surrounding mode, the profile steel beam of a profile steel concrete beam is connected with the outer ring plate in a butt joint mode, and the longitudinal stressed reinforcing steel bars are connected to the outer ring plate through the reinforcing steel bar connecting pieces,so that the connecting joint of the structure is relatively simple in structure and convenient to construct; and in addition, the acting force of the profile steel concrete beam acting on the steel pipe column can be uniformly transmitted to the steel pipe column through the outer ring plate, the force bearing and transmitting effects are good, stress concentration is avoided, and the structural strength of the connecting joint is guaranteed.
本发明涉及钢管混凝土柱用钢管柱及外环板式梁柱连接节点。具体的，该连接节点包括钢管柱、型钢梁及纵向受力钢筋；外环板，环绕钢管柱固定在钢管柱外侧，与型钢梁的端部对接；钢筋连接件，固定在外环板上，与纵向受力钢筋固定连接。本发明的连接节点在钢管柱的外侧环绕固定有外环板，型钢混凝土梁的型钢梁与外环板对接连接，而且纵向受力钢筋通过钢筋连接件连接在外环板上，这种结构的连接节点结构相对简单，施工方便，而且型钢混凝土梁作用到钢管柱上的作用力能够通过外环板较为均匀的传递到钢管柱上，承力和传力效果好，避免了应力集中的出现，保证了连接节点的结构强度。
Steel pipe column for steel pipe concrete column and outer ring plate type beam and column connecting joint
The invention relates to a steel pipe column for a steel pipe concrete column and an outer ring plate type beam and column connecting joint. Specifically, the connecting joint comprises the steel pipecolumn, a profile steel beam and longitudinal stressed reinforcing steel bars, an outer ring plate surrounds the steel pipe column and is fixed on the outer side of the steel pipe column, and is in butt joint with the end of the profile steel beam, and reinforcing steel bar connecting pieces are fixed on the outer ring plate and is fixedly connected with the longitudinal stressed reinforcing steel bars. According to the connecting joint, the outer ring plate is fixed to the outer side of the steel pipe column in a surrounding mode, the profile steel beam of a profile steel concrete beam is connected with the outer ring plate in a butt joint mode, and the longitudinal stressed reinforcing steel bars are connected to the outer ring plate through the reinforcing steel bar connecting pieces,so that the connecting joint of the structure is relatively simple in structure and convenient to construct; and in addition, the acting force of the profile steel concrete beam acting on the steel pipe column can be uniformly transmitted to the steel pipe column through the outer ring plate, the force bearing and transmitting effects are good, stress concentration is avoided, and the structural strength of the connecting joint is guaranteed.
本发明涉及钢管混凝土柱用钢管柱及外环板式梁柱连接节点。具体的，该连接节点包括钢管柱、型钢梁及纵向受力钢筋；外环板，环绕钢管柱固定在钢管柱外侧，与型钢梁的端部对接；钢筋连接件，固定在外环板上，与纵向受力钢筋固定连接。本发明的连接节点在钢管柱的外侧环绕固定有外环板，型钢混凝土梁的型钢梁与外环板对接连接，而且纵向受力钢筋通过钢筋连接件连接在外环板上，这种结构的连接节点结构相对简单，施工方便，而且型钢混凝土梁作用到钢管柱上的作用力能够通过外环板较为均匀的传递到钢管柱上，承力和传力效果好，避免了应力集中的出现，保证了连接节点的结构强度。
Steel pipe column for steel pipe concrete column and outer ring plate type beam and column connecting joint
钢管混凝土柱用钢管柱及外环板式梁柱连接节点
XIAN QINGJUN (Autor:in) / WANG ZHE (Autor:in) / CHEN KEWEI (Autor:in) / CHEN JUNQI (Autor:in) / XIONG XIAOLI (Autor:in) / ZHANG QINGZHANG (Autor:in) / CHEN JIAHAO (Autor:in)
05.01.2021
Patent
Elektronische Ressource
Chinesisch
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