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Steel structure assembly type beam-column connecting joint structure
The invention relates to a steel structure assembly type beam-column connecting joint structure. The steel structure assembly type beam-column connecting joint structure comprises a lower supporting column, an upper connecting column and a connecting device, wherein the section of the lower supporting column is of a square column type structure; the upper connecting column is arranged above the lower supporting column; and the lower supporting column and the upper connecting column are connected through the connecting device. According to the steel structure assembly type beam-column connecting joint structure, the problems that according to an existing steel structure assembly type beam-column connecting joint structure, an upper flange and a lower flange of the beam end need to be weldedto a column on site, a web of the beam end is in bolted connection with the column through a shear plate, the construction speed and quality are greatly influenced, the construction procedure is complex, manual labor is wasted, and rigid connection is not likely to be achieved can be solved, and the problems that according to the existing steel structure assembly type beam-column connecting jointstructure, when I-shaped steel beams are installed, the positions of the two I-shaped steel beams cannot be adjusted according to the thickness of the I-shaped steel beams, construction is limited, the clamping stability is poor, two-end joint connection cannot be conducted from the interior, and the precision of connecting joints is influenced can also be solved.
本发明涉及一种钢结构装配式梁柱连接节点结构,包括下支撑柱、上连接柱和连接装置,所述的下支撑柱截面为方柱型结构,下支撑柱上方设置有上连接柱,下支撑柱与上连接柱之间通过连接装置连接。本发明可以解决现有的钢结构装配式梁柱连接节点结构,梁端上下翼缘与柱需现场焊接,梁端腹板通过剪切板与柱栓接,大大影响了施工速度与质量,且施工程序复杂,浪费人工劳动力且不容易实现刚性连接的难题,还可以解决现有的钢结构装配式梁柱连接节点结构在对工字钢梁安装时不能根据工字钢梁的厚度调节两工字钢梁的位置,使施工有局限性,夹持稳定性较差,不能从内部进行两端节点连接,影响连接节点的精度的难题。
Steel structure assembly type beam-column connecting joint structure
The invention relates to a steel structure assembly type beam-column connecting joint structure. The steel structure assembly type beam-column connecting joint structure comprises a lower supporting column, an upper connecting column and a connecting device, wherein the section of the lower supporting column is of a square column type structure; the upper connecting column is arranged above the lower supporting column; and the lower supporting column and the upper connecting column are connected through the connecting device. According to the steel structure assembly type beam-column connecting joint structure, the problems that according to an existing steel structure assembly type beam-column connecting joint structure, an upper flange and a lower flange of the beam end need to be weldedto a column on site, a web of the beam end is in bolted connection with the column through a shear plate, the construction speed and quality are greatly influenced, the construction procedure is complex, manual labor is wasted, and rigid connection is not likely to be achieved can be solved, and the problems that according to the existing steel structure assembly type beam-column connecting jointstructure, when I-shaped steel beams are installed, the positions of the two I-shaped steel beams cannot be adjusted according to the thickness of the I-shaped steel beams, construction is limited, the clamping stability is poor, two-end joint connection cannot be conducted from the interior, and the precision of connecting joints is influenced can also be solved.
本发明涉及一种钢结构装配式梁柱连接节点结构,包括下支撑柱、上连接柱和连接装置,所述的下支撑柱截面为方柱型结构,下支撑柱上方设置有上连接柱,下支撑柱与上连接柱之间通过连接装置连接。本发明可以解决现有的钢结构装配式梁柱连接节点结构,梁端上下翼缘与柱需现场焊接,梁端腹板通过剪切板与柱栓接,大大影响了施工速度与质量,且施工程序复杂,浪费人工劳动力且不容易实现刚性连接的难题,还可以解决现有的钢结构装配式梁柱连接节点结构在对工字钢梁安装时不能根据工字钢梁的厚度调节两工字钢梁的位置,使施工有局限性,夹持稳定性较差,不能从内部进行两端节点连接,影响连接节点的精度的难题。
Steel structure assembly type beam-column connecting joint structure
一种钢结构装配式梁柱连接点结构
WU JINFENG (author) / XIE XIANGSONG (author)
2020-09-01
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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