Steel structure beam column joint connecting structure: Fid-Bau Portal

Steel structure beam column joint connecting structure

GAO LIMING

The invention discloses a steel structure beam column joint connecting structure. The steel structure beam column joint connecting structure comprises a bottom plate, a clamping device and a pushing device, wherein the clamping device is installed at the upper end of the bottom plate, and the pushing device is arranged on the right side of the clamping device. According to the steel structure beam column joint connecting structure, the problems that corresponding adjustment cannot be conducted according to the sizes of steel structure beam columns when existing equipment is used for splicing joints of the rectangular steel structure beam columns, so that the steel structure beam columns of different sizes cannot be clamped and limited; the connecting angle of the steel structure beam columns cannot be adjusted within a certain range, so that using occasions of the equipment are reduced, and applicability of the equipment is reduced; meanwhile, when the steel structure beam columns are connected, the steel structure beam columns cannot be pushed to the middle part, the phenomenon of alignment deviation is prone to occurring when the two steel structure beam columns are in butt joint, the butt joint accuracy of the steel structure beam columns is reduced, the steel structure beam columns need to be adjusted again, and the efficiency of connecting the steel structure beam column joint is reduced are solved.

本发明涉及一种钢结构梁柱节点连接结构，包括底板、夹持装置和推挤装置,所述的底板上端安装有夹持装置，夹持装置右侧设置有推挤装置。本发明可以解决现有的设备在针对矩形钢结构梁柱的节点进行拼接时，不能根据钢结构梁柱的尺寸进行相应的调节，从而不能对不同尺寸的钢结构梁柱进行夹持限位，并且，不能在一定范围内对钢结构梁柱的连接角度进行调节，从而减少了设备的使用场合，降低了设备的适用性，同时，不能在钢结构梁柱连接时将钢结构梁柱推至中部，两个钢结构梁柱在对接时易出现对位偏差的现象，降低了钢结构梁柱对接的精确性，需要对钢结构梁柱再次调节，降低了两钢结构梁柱节点连接的效率等问题。

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