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Construction method of large-span steel-concrete structure building
The invention relates to the technical field of steel beam building construction, and discloses a large-span steel-concrete structure building which comprises multiple piers and temporary supporting columns, the temporary supporting columns are arranged between every two piers, and the multiple temporary supporting columns are arranged between every two piers at equal intervals; a plurality of steel plate frames are jointly and fixedly mounted at the tops of the bridge piers and the temporary supporting columns, every two steel plate frames are fixedly mounted through a connecting assembly, a mounting frame is fixedly mounted at the tops of the steel plate frames, and a steel skeleton is arranged in the mounting frame; by means of the reinforcing and pushing assembly, the reinforcing and pushing rod can reinforce connection between the two cross beams and stably support the two cross beams, and when a handle is continuously rotated to enable the reinforcing and pushing rod to extrude and push the interior of an insertion groove, the midspan area of the whole steel framework has the trend of protruding upwards; therefore, the load bearing capacity of the midspan area of the steel skeleton is improved.
本发明涉及钢梁建筑施工技术领域，且公开了一种大跨度钢混结构建筑物，包括桥墩与临时支撑柱，所述桥墩设置有多个，每两个所述桥墩之间都设置有所述临时支撑柱，且所述临时支撑柱于多个所述桥墩两两之间等间距设置有若干个，所述桥墩与所述临时支撑柱顶部共同固定安装有多个钢板架，且每两个所述钢板架之间都通过连接组件固定安装，所述钢板架顶部固定安装有安装框架，所述安装框架内部设置有钢骨架，通过将加固顶推组件可以使得加固顶推杆加固两个横梁之间的连接，且稳固支撑两个横梁，当持续转动把手使得加固顶推杆对插槽内部进行挤压顶推时就可以使得钢骨架整体的跨中区域有向上凸起的趋势，从而提高钢骨架跨中区域承载载荷的能力。
Construction method of large-span steel-concrete structure building
The invention relates to the technical field of steel beam building construction, and discloses a large-span steel-concrete structure building which comprises multiple piers and temporary supporting columns, the temporary supporting columns are arranged between every two piers, and the multiple temporary supporting columns are arranged between every two piers at equal intervals; a plurality of steel plate frames are jointly and fixedly mounted at the tops of the bridge piers and the temporary supporting columns, every two steel plate frames are fixedly mounted through a connecting assembly, a mounting frame is fixedly mounted at the tops of the steel plate frames, and a steel skeleton is arranged in the mounting frame; by means of the reinforcing and pushing assembly, the reinforcing and pushing rod can reinforce connection between the two cross beams and stably support the two cross beams, and when a handle is continuously rotated to enable the reinforcing and pushing rod to extrude and push the interior of an insertion groove, the midspan area of the whole steel framework has the trend of protruding upwards; therefore, the load bearing capacity of the midspan area of the steel skeleton is improved.
本发明涉及钢梁建筑施工技术领域，且公开了一种大跨度钢混结构建筑物，包括桥墩与临时支撑柱，所述桥墩设置有多个，每两个所述桥墩之间都设置有所述临时支撑柱，且所述临时支撑柱于多个所述桥墩两两之间等间距设置有若干个，所述桥墩与所述临时支撑柱顶部共同固定安装有多个钢板架，且每两个所述钢板架之间都通过连接组件固定安装，所述钢板架顶部固定安装有安装框架，所述安装框架内部设置有钢骨架，通过将加固顶推组件可以使得加固顶推杆加固两个横梁之间的连接，且稳固支撑两个横梁，当持续转动把手使得加固顶推杆对插槽内部进行挤压顶推时就可以使得钢骨架整体的跨中区域有向上凸起的趋势，从而提高钢骨架跨中区域承载载荷的能力。
Construction method of large-span steel-concrete structure building
一种大跨度钢混结构建筑物施工方法
YE JIONGCHU (author) / ZHANG HONGZHOU (author) / WANG XIAODONG (author)
2023-03-03
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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