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Large-span steel structure variable gauge sliding device and sliding method
The invention provides a large-span steel structure variable gauge sliding device and a sliding method. The large-span steel structure variable gauge sliding device comprises an upper sliding shoe for clamping a local sliding rail, a clamping piece a, a clamping piece b, a lower sliding shoe for clamping a full-length sliding rail, a clamping piece c and a clamping piece d. Round holes are formed in the lower portion of the upper sliding shoe and the upper portion of the lower sliding shoe, a rotating shaft penetrates into the round holes, an upper pushing bearing, a pressure-bearing bearing and a lower pushing bearing are arranged on the upper portion, the middle portion and the lower portion of the outer side of the rotating shaft respectively, and the upper sliding shoe and the lower sliding shoe can freely rotate by 360 degrees. According to the large-span steel structure variable gauge sliding device and the sliding method, when sliding rails are not parallel, the sliding process of a large-span space steel truss or a net rack can be achieved.
本发明提供一种大跨度钢结构变轨距滑移器及滑移方法,所述大跨度钢结构变轨距滑移器包括:卡住局部滑移轨道的上滑靴、卡件a、卡件b,卡住通长滑移轨道的下滑靴、卡件c、卡件d。上滑靴下部和下滑靴上部开圆孔,圆孔内穿入转轴,转轴外侧上部、中部、下部分别有上顶推轴承、承压轴承、下顶推轴承,上滑靴与下滑靴之间能360度自由转动。本发明提供的大跨度钢结构变轨距滑移器及滑移方法能够实现:当滑移轨道不平行时,大跨度空间钢桁架或网架的滑移过程。
Large-span steel structure variable gauge sliding device and sliding method
The invention provides a large-span steel structure variable gauge sliding device and a sliding method. The large-span steel structure variable gauge sliding device comprises an upper sliding shoe for clamping a local sliding rail, a clamping piece a, a clamping piece b, a lower sliding shoe for clamping a full-length sliding rail, a clamping piece c and a clamping piece d. Round holes are formed in the lower portion of the upper sliding shoe and the upper portion of the lower sliding shoe, a rotating shaft penetrates into the round holes, an upper pushing bearing, a pressure-bearing bearing and a lower pushing bearing are arranged on the upper portion, the middle portion and the lower portion of the outer side of the rotating shaft respectively, and the upper sliding shoe and the lower sliding shoe can freely rotate by 360 degrees. According to the large-span steel structure variable gauge sliding device and the sliding method, when sliding rails are not parallel, the sliding process of a large-span space steel truss or a net rack can be achieved.
本发明提供一种大跨度钢结构变轨距滑移器及滑移方法,所述大跨度钢结构变轨距滑移器包括:卡住局部滑移轨道的上滑靴、卡件a、卡件b,卡住通长滑移轨道的下滑靴、卡件c、卡件d。上滑靴下部和下滑靴上部开圆孔,圆孔内穿入转轴,转轴外侧上部、中部、下部分别有上顶推轴承、承压轴承、下顶推轴承,上滑靴与下滑靴之间能360度自由转动。本发明提供的大跨度钢结构变轨距滑移器及滑移方法能够实现:当滑移轨道不平行时,大跨度空间钢桁架或网架的滑移过程。
Large-span steel structure variable gauge sliding device and sliding method
一种大跨度钢结构变轨距滑移器及滑移方法
MIAO LIJUAN (Autor:in) / HUANG LEPING (Autor:in) / CAO ZHIYI (Autor:in) / XIANG FANG (Autor:in) / ZHAO HAIFENG (Autor:in) / HU YIMIN (Autor:in) / GAO XUEXIAN (Autor:in)
10.03.2023
Patent
Elektronische Ressource
Chinesisch
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