A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention discloses an assembly type rib plate structure and a construction method thereof. The assembly type rib plate structure comprises a prefabricated plate rib and a profiled steel plate. A plurality of prefabricated slab ribs are arranged; connecting pieces are pre-buried at the tops of the plurality of prefabricated slab ribs; the profiled steel sheet is fixed between the two adjacent prefabricated slab ribs, and the two ends of the profiled steel sheet are fixedly connected with the connecting pieces; and the profiled steel sheet and the two adjacent prefabricated slab ribs jointly form a bottom die for post-pouring concrete on the upper plate surface. By means of the mode that only the prefabricated plate ribs are independently prefabricated, the self weight and the size of the prefabricated part are reduced, transportation and hoisting are convenient, temporary supports and formworks do not need to be additionally erected in the post-pouring concrete process, the construction speed is increased, and the construction cost is reduced.
本发明公开了一种装配式肋板结构及其施工方法，包括预制板肋和压型钢板；预制板肋的数量为多个；多个预制板肋顶部均预埋有连接件；压型钢板固定在相邻两个预制板肋之间，压型钢板的两端均与连接件固定连接；压型钢板与相邻两个预制板肋共同组成上部板面后浇混凝土的底模。本发明通过只单独预制板肋的方式，减少了预制构件的自重和尺寸，方便运输吊装，后浇混凝土的过程中无需额外搭设临时支撑和安装模板，加快了施工速度，降低了建造成本。
The invention discloses an assembly type rib plate structure and a construction method thereof. The assembly type rib plate structure comprises a prefabricated plate rib and a profiled steel plate. A plurality of prefabricated slab ribs are arranged; connecting pieces are pre-buried at the tops of the plurality of prefabricated slab ribs; the profiled steel sheet is fixed between the two adjacent prefabricated slab ribs, and the two ends of the profiled steel sheet are fixedly connected with the connecting pieces; and the profiled steel sheet and the two adjacent prefabricated slab ribs jointly form a bottom die for post-pouring concrete on the upper plate surface. By means of the mode that only the prefabricated plate ribs are independently prefabricated, the self weight and the size of the prefabricated part are reduced, transportation and hoisting are convenient, temporary supports and formworks do not need to be additionally erected in the post-pouring concrete process, the construction speed is increased, and the construction cost is reduced.
本发明公开了一种装配式肋板结构及其施工方法，包括预制板肋和压型钢板；预制板肋的数量为多个；多个预制板肋顶部均预埋有连接件；压型钢板固定在相邻两个预制板肋之间，压型钢板的两端均与连接件固定连接；压型钢板与相邻两个预制板肋共同组成上部板面后浇混凝土的底模。本发明通过只单独预制板肋的方式，减少了预制构件的自重和尺寸，方便运输吊装，后浇混凝土的过程中无需额外搭设临时支撑和安装模板，加快了施工速度，降低了建造成本。
Fabricated rib plate structure and construction method thereof
一种装配式肋板结构及其施工方法
2023-10-17
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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