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A platform for research: civil engineering, architecture and urbanism
Novel overhanging type steel structure floor support plate system and construction method thereof
The invention provides a novel overhanging type steel structure floor support plate system and a construction method thereof.The novel overhanging type steel structure floor support plate system comprises stand columns, steel beams are arranged at the tops of the stand columns, and composite floor slabs are laid at the tops of the steel beams; the composite floor is provided with a profiled steel sheet arranged at the top of the steel beam, the profiled steel sheet is provided with wave crests and wave troughs which are alternately distributed at intervals, plate bottom reinforcing bars are arranged in the wave troughs, and distributed partition bars perpendicular to the plate bottom reinforcing bars are arranged at the top of the profiled steel sheet. Plate surface steel bars are arranged at the tops of the distribution partition ribs, and concrete is poured at the top of the profiled steel sheet; according to the composite floor slab, the slab bottom reinforcing bars and the distributed partition bars are additionally arranged in the composite floor slab, so that the bending resistance and the bearing capacity of the composite floor slab can be improved, excessive deflection deformation is avoided, and the construction safety and the use function are guaranteed.
本发明提供一种新型悬挑式钢结构楼承板系统及其施工方法，新型悬挑式钢结构楼承板系统，包括立柱，所述立柱的顶部设置有钢梁，所述钢梁的顶部铺设有组合楼板；所述组合楼板具有设置在所述钢梁顶部的压型钢板，所述压型钢板具有间隔交替分布设置的波峰及波谷，所述波槽的内部设置有板底配筋，所述压型钢板的顶部设置有与所述板底配筋相垂直的分布隔筋，所述分布隔筋的顶部设置有板面钢筋，所述压型钢板的顶部浇筑有混凝土；本发明中，通过在组合楼板的内部增设板底配筋及分布隔筋，能够提升组合楼板的抗弯能力和承载能力，避免出现过大的扰度变形，保障施工安全和使用功能。
Novel overhanging type steel structure floor support plate system and construction method thereof
The invention provides a novel overhanging type steel structure floor support plate system and a construction method thereof.The novel overhanging type steel structure floor support plate system comprises stand columns, steel beams are arranged at the tops of the stand columns, and composite floor slabs are laid at the tops of the steel beams; the composite floor is provided with a profiled steel sheet arranged at the top of the steel beam, the profiled steel sheet is provided with wave crests and wave troughs which are alternately distributed at intervals, plate bottom reinforcing bars are arranged in the wave troughs, and distributed partition bars perpendicular to the plate bottom reinforcing bars are arranged at the top of the profiled steel sheet. Plate surface steel bars are arranged at the tops of the distribution partition ribs, and concrete is poured at the top of the profiled steel sheet; according to the composite floor slab, the slab bottom reinforcing bars and the distributed partition bars are additionally arranged in the composite floor slab, so that the bending resistance and the bearing capacity of the composite floor slab can be improved, excessive deflection deformation is avoided, and the construction safety and the use function are guaranteed.
本发明提供一种新型悬挑式钢结构楼承板系统及其施工方法，新型悬挑式钢结构楼承板系统，包括立柱，所述立柱的顶部设置有钢梁，所述钢梁的顶部铺设有组合楼板；所述组合楼板具有设置在所述钢梁顶部的压型钢板，所述压型钢板具有间隔交替分布设置的波峰及波谷，所述波槽的内部设置有板底配筋，所述压型钢板的顶部设置有与所述板底配筋相垂直的分布隔筋，所述分布隔筋的顶部设置有板面钢筋，所述压型钢板的顶部浇筑有混凝土；本发明中，通过在组合楼板的内部增设板底配筋及分布隔筋，能够提升组合楼板的抗弯能力和承载能力，避免出现过大的扰度变形，保障施工安全和使用功能。
Novel overhanging type steel structure floor support plate system and construction method thereof
新型悬挑式钢结构楼承板系统及其施工方法
2024-07-12
Patent
Electronic Resource
Chinese
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