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Tower column and web member connecting structure of steel pipe truss type wind power generation tower and construction method
The invention relates to a tower column and web member connecting structure of a steel pipe truss type wind power generation tower and a construction method, the tower column and web member connecting structure is used for connecting a tower column and a plurality of web members, and the structure comprises a plurality of gusset plate groups, connecting plates and high-strength bolts; each gusset plate group comprises two gusset plates which are vertically connected with the outer wall of the tower column, each web member is a square steel tube, two opposite web plates of each web member are respectively arranged at the end parts of the two gusset plates in the same gusset plate group to form two connecting parts, two sides of each connecting part are respectively provided with a connecting plate, and the connecting plates are respectively connected with the connecting plates. The web members and the gusset plates are connected through the connecting plates and the high-strength bolts. Compared with the prior art, the anti-fatigue performance of the structure is further improved.
本发明涉及一种钢管桁架式风力发电塔的塔柱与腹杆连接结构及施工方法,用于连接塔柱和多根腹杆,结构包括多个节点板组、连接板和高强螺栓;每个节点板组包括两块竖向与所述塔柱外壁相连的节点板,所述腹杆为方钢管,其两块相对的腹板分别置于同一节点板组中两块节点板的端部形成两个连接处,每个连接处的两侧分别设置一块连接板,所述腹杆和所述节点板通过所述连接板和所述高强螺栓相连。与现有技术相比,本发明进一步提高了结构抗疲劳性能。
Tower column and web member connecting structure of steel pipe truss type wind power generation tower and construction method
The invention relates to a tower column and web member connecting structure of a steel pipe truss type wind power generation tower and a construction method, the tower column and web member connecting structure is used for connecting a tower column and a plurality of web members, and the structure comprises a plurality of gusset plate groups, connecting plates and high-strength bolts; each gusset plate group comprises two gusset plates which are vertically connected with the outer wall of the tower column, each web member is a square steel tube, two opposite web plates of each web member are respectively arranged at the end parts of the two gusset plates in the same gusset plate group to form two connecting parts, two sides of each connecting part are respectively provided with a connecting plate, and the connecting plates are respectively connected with the connecting plates. The web members and the gusset plates are connected through the connecting plates and the high-strength bolts. Compared with the prior art, the anti-fatigue performance of the structure is further improved.
本发明涉及一种钢管桁架式风力发电塔的塔柱与腹杆连接结构及施工方法,用于连接塔柱和多根腹杆,结构包括多个节点板组、连接板和高强螺栓;每个节点板组包括两块竖向与所述塔柱外壁相连的节点板,所述腹杆为方钢管,其两块相对的腹板分别置于同一节点板组中两块节点板的端部形成两个连接处,每个连接处的两侧分别设置一块连接板,所述腹杆和所述节点板通过所述连接板和所述高强螺栓相连。与现有技术相比,本发明进一步提高了结构抗疲劳性能。
Tower column and web member connecting structure of steel pipe truss type wind power generation tower and construction method
钢管桁架式风力发电塔的塔柱与腹杆连接结构及施工方法
QIU KEYI (Autor:in) / PENG WENBING (Autor:in)
16.07.2024
Patent
Elektronische Ressource
Chinesisch
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