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The invention discloses a beam-column construction process of a large-span steel structure building, and relates to the technical field of steel structures, according to the beam-column construction process of the large-span steel structure building, after a steel column is installed, a supporting plate is fixedly installed on one side of the steel column through bolts, and then after a large-span steel beam is welded, the supporting plate is fixedly installed on the other side of the steel column; the positioning plates are fixedly installed at the proper positions of the large-span steel beams through bolts, then the large-span steel beams are hoisted to be located above the horizontal ends of the positioning plates, the positioning blocks are located over the positioning holes, the large-span steel beams are hoisted and put down, the positioning blocks correspondingly enter the positioning holes, and then rapid positioning and installation of the large-span steel beams can be completed. The trouble that after an existing large-span steel beam is hoisted on a supporting plate, an operator needs to use measuring equipment to determine the parameters such as the perpendicularity and the levelness of the hoisted large-span steel beam is avoided, the time for traditionally using the measuring equipment to measure and control installation errors is shortened, and therefore the construction time can be saved.
本发明公开了一种大跨度钢结构建筑的梁柱施工工艺,涉及钢结构技术领域,该种大跨度钢结构建筑的梁柱施工工艺,在钢柱安装后,在钢柱一侧通过螺栓固定安装支撑板,之后再焊接完成大跨度钢梁后,在大跨度钢梁的适合位置通过螺栓固定安装定位板,再将大跨度钢梁吊装,使其位于定位板的水平端的上方,定位块位于定位孔的正上方,吊装放下大跨度钢梁,使定位块对应进入定位孔内即可,即可完成对大跨度钢梁的快速定位安装,避免了现有的大跨度钢梁吊装在支撑板之上后,还需操作人员应用测量设备对吊装的大跨度钢梁的垂直度和水平度等参数进行明确的麻烦,减少了传统的使用测量设备测量控制安装误差的时间,从而可以节约施工时间。
The invention discloses a beam-column construction process of a large-span steel structure building, and relates to the technical field of steel structures, according to the beam-column construction process of the large-span steel structure building, after a steel column is installed, a supporting plate is fixedly installed on one side of the steel column through bolts, and then after a large-span steel beam is welded, the supporting plate is fixedly installed on the other side of the steel column; the positioning plates are fixedly installed at the proper positions of the large-span steel beams through bolts, then the large-span steel beams are hoisted to be located above the horizontal ends of the positioning plates, the positioning blocks are located over the positioning holes, the large-span steel beams are hoisted and put down, the positioning blocks correspondingly enter the positioning holes, and then rapid positioning and installation of the large-span steel beams can be completed. The trouble that after an existing large-span steel beam is hoisted on a supporting plate, an operator needs to use measuring equipment to determine the parameters such as the perpendicularity and the levelness of the hoisted large-span steel beam is avoided, the time for traditionally using the measuring equipment to measure and control installation errors is shortened, and therefore the construction time can be saved.
本发明公开了一种大跨度钢结构建筑的梁柱施工工艺,涉及钢结构技术领域,该种大跨度钢结构建筑的梁柱施工工艺,在钢柱安装后,在钢柱一侧通过螺栓固定安装支撑板,之后再焊接完成大跨度钢梁后,在大跨度钢梁的适合位置通过螺栓固定安装定位板,再将大跨度钢梁吊装,使其位于定位板的水平端的上方,定位块位于定位孔的正上方,吊装放下大跨度钢梁,使定位块对应进入定位孔内即可,即可完成对大跨度钢梁的快速定位安装,避免了现有的大跨度钢梁吊装在支撑板之上后,还需操作人员应用测量设备对吊装的大跨度钢梁的垂直度和水平度等参数进行明确的麻烦,减少了传统的使用测量设备测量控制安装误差的时间,从而可以节约施工时间。
Beam column construction technology of large-span steel structure building
一种大跨度钢结构建筑的梁柱施工工艺
2023-06-13
Patent
Electronic Resource
Chinese
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