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Flat net rack high-position sliding construction and rail arrangement method
The invention relates to the technical field of steel structures, and discloses a flat plate net rack high-position sliding construction and rail arrangement method which comprises the steps that a high-position bracket is arranged below the net rack design position before concrete shear wall pouring; shear wall pouring is completed, and a reinforced concrete shear wall is formed after the concrete strength meets the requirement; a sliding rail is arranged on the high-position bracket; a plurality of flat plate net rack sliding units are arranged on an all-round scaffold built at the initial stage of the sliding rail; the flat plate net rack sliding unit sliding to the specified position is connected to the reinforced concrete shear wall; the high-position bracket and the sliding rail are dismantled; by means of the mode of pre-burying the temporary high-position brackets, convenience is provided for rail arrangement of sliding construction, the sliding rails play a role in bearing the vertical load of the net rack and providing a frame climbing counter-force point, construction can be conducted smoothly, it is guaranteed that the adjustment work is conducted accurately, internal stress generated by the flat net rack is avoided, and the construction efficiency is improved. And the overall strength of the flat plate net rack is higher.
本发明涉及钢结构技术领域,公开了一种平板网架高位滑移施工及轨道设置方法,包括:在混凝土剪力墙浇筑前网架设计位置下方设置高位牛腿;完成剪力墙浇筑并等待混凝土强度达到要求后形成钢筋混凝土剪力墙;在高位牛腿上设置滑移轨道;在滑移轨道起始阶段搭建满堂脚手架上设置有若干平板网架滑移单元;将滑移至规定位置的平板网架滑移单元连接到钢筋混凝土剪力墙上;拆除高位牛腿和滑移轨道;本发明通过预埋临时高位牛腿的方式,为滑移施工的轨道设置提供了便利,滑移轨道起到承受网架竖向荷载和提供爬架反力点的作用,使得施工可以顺利进行,且保证在调整的工作精准进行,避免平板网架产生内应力,使得平板网架的整体强度更高。
Flat net rack high-position sliding construction and rail arrangement method
The invention relates to the technical field of steel structures, and discloses a flat plate net rack high-position sliding construction and rail arrangement method which comprises the steps that a high-position bracket is arranged below the net rack design position before concrete shear wall pouring; shear wall pouring is completed, and a reinforced concrete shear wall is formed after the concrete strength meets the requirement; a sliding rail is arranged on the high-position bracket; a plurality of flat plate net rack sliding units are arranged on an all-round scaffold built at the initial stage of the sliding rail; the flat plate net rack sliding unit sliding to the specified position is connected to the reinforced concrete shear wall; the high-position bracket and the sliding rail are dismantled; by means of the mode of pre-burying the temporary high-position brackets, convenience is provided for rail arrangement of sliding construction, the sliding rails play a role in bearing the vertical load of the net rack and providing a frame climbing counter-force point, construction can be conducted smoothly, it is guaranteed that the adjustment work is conducted accurately, internal stress generated by the flat net rack is avoided, and the construction efficiency is improved. And the overall strength of the flat plate net rack is higher.
本发明涉及钢结构技术领域,公开了一种平板网架高位滑移施工及轨道设置方法,包括:在混凝土剪力墙浇筑前网架设计位置下方设置高位牛腿;完成剪力墙浇筑并等待混凝土强度达到要求后形成钢筋混凝土剪力墙;在高位牛腿上设置滑移轨道;在滑移轨道起始阶段搭建满堂脚手架上设置有若干平板网架滑移单元;将滑移至规定位置的平板网架滑移单元连接到钢筋混凝土剪力墙上;拆除高位牛腿和滑移轨道;本发明通过预埋临时高位牛腿的方式,为滑移施工的轨道设置提供了便利,滑移轨道起到承受网架竖向荷载和提供爬架反力点的作用,使得施工可以顺利进行,且保证在调整的工作精准进行,避免平板网架产生内应力,使得平板网架的整体强度更高。
Flat net rack high-position sliding construction and rail arrangement method
一种平板网架高位滑移施工及轨道设置方法
LIU JIN (Autor:in) / SUN HAOJUN (Autor:in) / WANG JIANFEI (Autor:in) / ZOU GUANGQIANG (Autor:in) / SU YE (Autor:in) / ZHAO XIANGYU (Autor:in) / HE XIONG (Autor:in) / LIU WANGHUI (Autor:in) / HE PEIJI (Autor:in) / JIA JIANQI (Autor:in)
04.07.2023
Patent
Elektronische Ressource
Chinesisch
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