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Steel structure building curtain wall connecting method
The invention discloses a connection method of a steel structure building curtain wall, which comprises the following steps of: firstly, confirming the position and the size of a steel platform and the position of a process hanging hole; then the steel table code and the steel structure I-shaped steel beam are connected in a full-length welding mode through welding seams; then auxiliary supports are arranged to reinforce the connection stability of the steel supports and the I-shaped steel beams, one ends of the auxiliary supports are connected with the steel supports through welding seams, and the other ends of the auxiliary supports are connected with the steel structure I-shaped steel beams through welding seams; and finally, the curtain wall framework hanging pieces are connected with the process hanging holes in the steel table weights in an embedded mode and are fastened through adjusting bolts. The connecting method solves the technical problems that the structural strength is not enough, connecting pieces are complicated, the embedded parts are prone to dislocation and missing arrangement, and the construction quality is not high.
本发明公开了一种钢结构建筑幕墙的连接方法,首先,确认钢制台码的位置、大小以及工艺挂孔的位置;再利用焊缝将钢制台码与钢结构工字钢梁满焊连接;然后设置辅助支撑加强钢制台码和工字钢梁的连接稳定性,辅助支撑的一端与钢制台码通过焊缝连接,另一端和钢结构工字钢梁通过焊缝连接;最后,幕墙骨架挂件与钢制台码上的工艺挂孔镶嵌式连接,通过调节螺栓进行紧固。该连接方法解决了结构强度不够、连接件繁复、预埋件易错位及漏设、施工质量不高的技术问题。
Steel structure building curtain wall connecting method
The invention discloses a connection method of a steel structure building curtain wall, which comprises the following steps of: firstly, confirming the position and the size of a steel platform and the position of a process hanging hole; then the steel table code and the steel structure I-shaped steel beam are connected in a full-length welding mode through welding seams; then auxiliary supports are arranged to reinforce the connection stability of the steel supports and the I-shaped steel beams, one ends of the auxiliary supports are connected with the steel supports through welding seams, and the other ends of the auxiliary supports are connected with the steel structure I-shaped steel beams through welding seams; and finally, the curtain wall framework hanging pieces are connected with the process hanging holes in the steel table weights in an embedded mode and are fastened through adjusting bolts. The connecting method solves the technical problems that the structural strength is not enough, connecting pieces are complicated, the embedded parts are prone to dislocation and missing arrangement, and the construction quality is not high.
本发明公开了一种钢结构建筑幕墙的连接方法,首先,确认钢制台码的位置、大小以及工艺挂孔的位置;再利用焊缝将钢制台码与钢结构工字钢梁满焊连接;然后设置辅助支撑加强钢制台码和工字钢梁的连接稳定性,辅助支撑的一端与钢制台码通过焊缝连接,另一端和钢结构工字钢梁通过焊缝连接;最后,幕墙骨架挂件与钢制台码上的工艺挂孔镶嵌式连接,通过调节螺栓进行紧固。该连接方法解决了结构强度不够、连接件繁复、预埋件易错位及漏设、施工质量不高的技术问题。
Steel structure building curtain wall connecting method
一种钢结构建筑幕墙连接的方法
YE GUOCHANG (author) / YUE WEI (author) / ZHANG JIE (author) / ZOU HUANXIN (author) / YANG KAI (author) / ZHU KEJUN (author)
2023-05-26
Patent
Electronic Resource
Chinese