A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Steel corridor and steel corridor mounting method
The invention belongs to the technical field of building construction, and discloses a steel corridor and a steel corridor mounting method. The steel corridor comprises cross beams, truss layers and rotating stand columns. The multiple layers of cross beams are arranged in a stacked mode in the height direction of the steel corridor, the truss layer is arranged on the cross beam on the uppermost layer and used for being connected with a lifting mechanism, and the rotating stand column is rotationally arranged on the cross beam on the upper layer and can rotate to the splicing position from the stacking position; at the stacking position, the length direction of the rotating stand column is parallel to the length direction of the cross beam; the truss layer can drive the cross beam on the upper layer to ascend, so that the rotating stand column rotates to the splicing position under the action of gravity; at the splicing position, the length direction of the rotating stand column and the length direction of the cross beam form an included angle, and the rotating stand column can be fixedly connected with the upper-layer cross beam and the lower-layer cross beam. The rotating stand columns of the steel corridor can rotate to the splicing position, personnel can conduct installation from top to bottom conveniently, the installation height is reduced, and the construction efficiency and safety are improved.
本发明属于建筑施工技术领域，公开了一种钢连廊及钢连廊安装方法。该钢连廊包括横梁、桁架层以及转动立柱；多层横梁沿钢连廊高度方向层叠设置，桁架层设置在最上层的横梁上，桁架层用于与提升机构连接，转动立柱转动设置在上层的横梁上，转动立柱能够由叠放位置转动至拼装位置；在叠放位置，转动立柱的长度方向与横梁的长度方向平行；桁架层能够带动上层的横梁上升，以使转动立柱在重力的作用下转动至拼装位置；在拼装位置，转动立柱的长度方向与横梁的长度方向形成夹角，转动立柱能够与上、下层的横梁固定连接。该钢连廊的转动立柱能够转动至拼装位置，便于人员从上到下进行安装，降低了安装高度，提高了施工效率和安全性。
Steel corridor and steel corridor mounting method
The invention belongs to the technical field of building construction, and discloses a steel corridor and a steel corridor mounting method. The steel corridor comprises cross beams, truss layers and rotating stand columns. The multiple layers of cross beams are arranged in a stacked mode in the height direction of the steel corridor, the truss layer is arranged on the cross beam on the uppermost layer and used for being connected with a lifting mechanism, and the rotating stand column is rotationally arranged on the cross beam on the upper layer and can rotate to the splicing position from the stacking position; at the stacking position, the length direction of the rotating stand column is parallel to the length direction of the cross beam; the truss layer can drive the cross beam on the upper layer to ascend, so that the rotating stand column rotates to the splicing position under the action of gravity; at the splicing position, the length direction of the rotating stand column and the length direction of the cross beam form an included angle, and the rotating stand column can be fixedly connected with the upper-layer cross beam and the lower-layer cross beam. The rotating stand columns of the steel corridor can rotate to the splicing position, personnel can conduct installation from top to bottom conveniently, the installation height is reduced, and the construction efficiency and safety are improved.
本发明属于建筑施工技术领域，公开了一种钢连廊及钢连廊安装方法。该钢连廊包括横梁、桁架层以及转动立柱；多层横梁沿钢连廊高度方向层叠设置，桁架层设置在最上层的横梁上，桁架层用于与提升机构连接，转动立柱转动设置在上层的横梁上，转动立柱能够由叠放位置转动至拼装位置；在叠放位置，转动立柱的长度方向与横梁的长度方向平行；桁架层能够带动上层的横梁上升，以使转动立柱在重力的作用下转动至拼装位置；在拼装位置，转动立柱的长度方向与横梁的长度方向形成夹角，转动立柱能够与上、下层的横梁固定连接。该钢连廊的转动立柱能够转动至拼装位置，便于人员从上到下进行安装，降低了安装高度，提高了施工效率和安全性。
Steel corridor and steel corridor mounting method
钢连廊及钢连廊安装方法
JIA BAORONG (author) / XIA LIANGFENG (author) / WAN TONG (author) / ZHENG XIANGJIE (author) / YU ZHENGHUA (author) / LI JIQING (author)
2023-08-15
Patent
Electronic Resource
Chinese
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