The embodiment of the invention provides a temporary lifting point structure for dismantling an ultrahigh large-span pole tower, and belongs to the technical field of pole tower dismantling. The temporary lifting point structure comprises an upper arc plate and a lower arc plate, wherein symmetrical connecting plates are arranged at the top and the bottom of the upper arc plate; the lower arc plate and the upper arc plate jointly form a through cavity for a connecting pipe of a tower body to penetrate through, and symmetrical connecting plates are arranged at the top and the bottom of the lower arc plate; the bolts respectively penetrate through the connecting plate at the joint of the upper arc plate and the lower arc plate and are connected with nuts, so that the upper arc plate and the lower arc plate are connected together and fixed on the connecting pipe; and first through grooves spirally extending in the length direction are formed in the outer side walls of the upper arc plate and the lower arc plate. The temporary lifting point structure can solve the problem of sliding displacement of the lifting rope at the binding part, so that the lifting rope can be firmly fixed on the connecting pipe.
本发明实施例提供一种用于超高大跨越杆塔拆除的临时吊点结构,属于杆塔拆除技术领域。所述临时吊点结构包括:上弧板,所述上弧板的顶部和底部设有对称的连接板;下弧板,与所述上弧板共同构成供塔身的连接管穿过的通腔,且所述下弧板的顶部和底部设有对称的连接板;螺栓,分别穿过所述上弧板和下弧板连接处的连接板,与螺母连接,以将所述上弧板和下弧板连接在一起并固定在所述连接管上;所述上弧板和下弧板的外侧壁设有沿长度方向螺旋延伸的第一通槽。该临时吊点结构可以解决吊绳在捆绑处滑动位移的问题,以使得吊绳能够牢固的固定在连接管上。
Temporary lifting point structure for dismantling ultrahigh large-span pole tower
一种用于超高大跨越杆塔拆除的临时吊点结构
2024-10-11
Patent
Electronic Resource
Chinese
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