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Efficient assembly type ribbed floor forming structure and construction method
The invention relates to the technical field of building formworks, in particular to an efficient assembly type ribbed floor forming structure and a construction method. The forming structure comprises a plurality of prefabricated formwork shells and supporting assemblies erected on site; a connecting hole is formed in the binding surface of the mold shell; according to the construction method, an all-round scaffold does not need to be erected in advance, only the main beam side formwork needs to be erected in advance according to needs, the formwork shell and the jacking are sequentially erected along one side of the main beam from one corner of the surrounding main beam, and the formwork shell and the jacking are sequentially erected along the other side of the main beam from the corner of the surrounding main beam. The supporting mechanism is gradually erected along with the erecting of the formworks, the erecting efficiency is high, no additional connecting structure is needed between the jacking and the formworks, the workload is small, the whole formwork laying is saved, the construction cost is reduced, the construction period is shortened, and the construction cost is reduced. And labor cost is greatly saved.
本发明涉及建筑模板技术领域,具体涉及一种高效装配式密肋楼板成型结构及施工方法,所述成型机构包括若干预制的模壳、现场搭设的支撑组件;模壳的贴合面上设置有连接孔;所述支撑组件包括顶托、立杆、横杆,所述顶托包括顶板、伸缩杆,本发明的施工方法无需预先搭设满堂脚手架,只需要提前根据需要,搭设主梁侧模,并且从四周主梁的一个角上开始沿主梁的一边依次搭设模壳及顶托,后续沿已搭设好的模壳或主梁的边依次搭设剩余的模壳及顶托,直至模壳铺满需要铺设的地方,本发明的支撑机构随着模壳的搭设而逐渐搭设,搭设效率高,并且顶托和模壳之间无需额外的连接结构,工作量较小,节省整个模板铺设,大量节省人工造价。
Efficient assembly type ribbed floor forming structure and construction method
The invention relates to the technical field of building formworks, in particular to an efficient assembly type ribbed floor forming structure and a construction method. The forming structure comprises a plurality of prefabricated formwork shells and supporting assemblies erected on site; a connecting hole is formed in the binding surface of the mold shell; according to the construction method, an all-round scaffold does not need to be erected in advance, only the main beam side formwork needs to be erected in advance according to needs, the formwork shell and the jacking are sequentially erected along one side of the main beam from one corner of the surrounding main beam, and the formwork shell and the jacking are sequentially erected along the other side of the main beam from the corner of the surrounding main beam. The supporting mechanism is gradually erected along with the erecting of the formworks, the erecting efficiency is high, no additional connecting structure is needed between the jacking and the formworks, the workload is small, the whole formwork laying is saved, the construction cost is reduced, the construction period is shortened, and the construction cost is reduced. And labor cost is greatly saved.
本发明涉及建筑模板技术领域,具体涉及一种高效装配式密肋楼板成型结构及施工方法,所述成型机构包括若干预制的模壳、现场搭设的支撑组件;模壳的贴合面上设置有连接孔;所述支撑组件包括顶托、立杆、横杆,所述顶托包括顶板、伸缩杆,本发明的施工方法无需预先搭设满堂脚手架,只需要提前根据需要,搭设主梁侧模,并且从四周主梁的一个角上开始沿主梁的一边依次搭设模壳及顶托,后续沿已搭设好的模壳或主梁的边依次搭设剩余的模壳及顶托,直至模壳铺满需要铺设的地方,本发明的支撑机构随着模壳的搭设而逐渐搭设,搭设效率高,并且顶托和模壳之间无需额外的连接结构,工作量较小,节省整个模板铺设,大量节省人工造价。
Efficient assembly type ribbed floor forming structure and construction method
一种高效装配式密肋楼板成型结构及施工方法
ZHU WEIBO (author) / WU SANXIANG (author) / JIN SHENG (author)
2024-11-01
Patent
Electronic Resource
Chinese
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