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Inclined sliding construction method for ultrahigh large-span roof steel truss
The invention provides an oblique sliding construction method for an ultrahigh large-span roof steel truss, and belongs to the technical field of building construction.The oblique sliding construction method for the ultrahigh large-span roof steel truss comprises the steps that a sliding rail supporting jig frame is fixed between the ultrahigh large-span roof steel truss and the mounting position of the ultrahigh large-span roof steel truss; constructing a three-dimensional diagram by a constructor according to the structure and the position of the sliding track supporting jig frame and the structure of the ultrahigh large-span roof steel truss, carrying out sliding track installation simulation, and fixing a sliding track on the sliding track supporting jig frame; the ultrahigh large-span roof steel truss is spliced in blocks in a machining site and then hoisted to a final assembly platform support to be subjected to final assembly; moving the general-assembled ultra-high large-span roof steel truss sliding track to the mounting position of the ultra-high large-span roof steel truss and fixing the ultra-high large-span roof steel truss sliding track; the problems that an existing ultrahigh large-span roof steel truss is constructed in a high-altitude splicing mode, the construction period is long, the construction efficiency is low, and the construction quality is difficult to guarantee can be solved.
本发明提供了一种超高大跨度屋盖钢桁架斜向滑移施工方法,属于建筑施工技术领域,该超高大跨度屋盖钢桁架斜向滑移施工方法为在超高大跨度屋盖钢桁架以及其安装位置之间固定滑移轨道支撑胎架;施工人员根据所述滑移轨道支撑胎架的结构以及位置和所述超高大跨度屋盖钢桁架的结构构建三维图,进行滑移轨道安装模拟,将滑移轨道固定在所述滑移轨道支撑胎架上;将所述超高大跨度屋盖钢桁架在加工场地进行分块拼装后吊至总装平台支架上进行总装;将总装后的所述超高大跨度屋盖钢桁架滑移轨道移动到超高大跨度屋盖钢桁架安装位置并进行固定;能够解决现有的超高大跨度屋盖钢桁架采用高空拼装的方式施工,工期长、施工效率低、难以保证施工质量的问题。
Inclined sliding construction method for ultrahigh large-span roof steel truss
The invention provides an oblique sliding construction method for an ultrahigh large-span roof steel truss, and belongs to the technical field of building construction.The oblique sliding construction method for the ultrahigh large-span roof steel truss comprises the steps that a sliding rail supporting jig frame is fixed between the ultrahigh large-span roof steel truss and the mounting position of the ultrahigh large-span roof steel truss; constructing a three-dimensional diagram by a constructor according to the structure and the position of the sliding track supporting jig frame and the structure of the ultrahigh large-span roof steel truss, carrying out sliding track installation simulation, and fixing a sliding track on the sliding track supporting jig frame; the ultrahigh large-span roof steel truss is spliced in blocks in a machining site and then hoisted to a final assembly platform support to be subjected to final assembly; moving the general-assembled ultra-high large-span roof steel truss sliding track to the mounting position of the ultra-high large-span roof steel truss and fixing the ultra-high large-span roof steel truss sliding track; the problems that an existing ultrahigh large-span roof steel truss is constructed in a high-altitude splicing mode, the construction period is long, the construction efficiency is low, and the construction quality is difficult to guarantee can be solved.
本发明提供了一种超高大跨度屋盖钢桁架斜向滑移施工方法,属于建筑施工技术领域,该超高大跨度屋盖钢桁架斜向滑移施工方法为在超高大跨度屋盖钢桁架以及其安装位置之间固定滑移轨道支撑胎架;施工人员根据所述滑移轨道支撑胎架的结构以及位置和所述超高大跨度屋盖钢桁架的结构构建三维图,进行滑移轨道安装模拟,将滑移轨道固定在所述滑移轨道支撑胎架上;将所述超高大跨度屋盖钢桁架在加工场地进行分块拼装后吊至总装平台支架上进行总装;将总装后的所述超高大跨度屋盖钢桁架滑移轨道移动到超高大跨度屋盖钢桁架安装位置并进行固定;能够解决现有的超高大跨度屋盖钢桁架采用高空拼装的方式施工,工期长、施工效率低、难以保证施工质量的问题。
Inclined sliding construction method for ultrahigh large-span roof steel truss
一种超高大跨度屋盖钢桁架斜向滑移施工方法
SHI HONGLIANG (author) / ZHAN YONGFANG (author) / ZHU CHUNYANG (author) / XIAO YAO (author) / QI SHENG (author) / HUANG SEN (author) / HUANG SIQI (author) / LI CHUNBO (author) / ZHU TONG (author) / QIU JIN (author)
2024-01-16
Patent
Electronic Resource
Chinese
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