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Low-thickness profiled steel sheet concrete composite floor structure system
The invention discloses a low-thickness profiled steel sheet concrete composite floor structure system which comprises a supporting beam, a profiled steel sheet, steel bars and a concrete body, a supporting component is fixedly arranged on the side face of the middle of the supporting beam in the vertical direction, the supporting component fixedly supports the horizontally-laid profiled steel sheet, the profiled steel sheet is fixedly connected with the supporting beam, and the steel bars are laid on the profiled steel sheet. A concrete body is poured on the profiled steel sheet, and the top face of the concrete body is flush with the top face of the supporting beam. According to the floor structure system, the plate composed of the profiled steel sheet, the reinforcing steel bars and the concrete body sinks, the top of the plate is aligned with the top of the floor supporting beam, the thickness of the composite floor structure system is reduced, and compared with a common profiled steel sheet concrete composite floor, the floor structure system does not need to change the section height of the original supporting beam and plate; therefore, the bearing capacity and the rigidity of each component can be ensured not to be lost, and meanwhile, the thickness of the whole floor structure system can be thinner, so that the clearance use requirement of a building can be better met.
本发明公开了一种低厚度压型钢板混凝土组合楼盖结构体系,包括支承梁、压型钢板、钢筋和混凝土体,支承梁竖直方向中部侧面固定设有支撑构件,支撑构件固定支撑水平铺设的压型钢板,压型钢板与支承梁固定相连,压型钢板上铺设钢筋,压型钢板上浇筑有混凝土体,混凝土体顶面与支承梁顶面平齐;该楼盖结构体系把压型钢板、钢筋和混凝土体组成的板下沉,让板顶对齐楼盖支承梁梁顶,降低了组合楼盖结构体系厚度,与一般的压型钢板混凝土组合楼盖相比,该楼盖体系不需要改变原支承梁和板截面高度,从而可以确保各构件承载力和刚度不受损失,同时又能使整体楼盖结构体系的厚度更薄,从而更好的适应建筑净空使用要求。
Low-thickness profiled steel sheet concrete composite floor structure system
The invention discloses a low-thickness profiled steel sheet concrete composite floor structure system which comprises a supporting beam, a profiled steel sheet, steel bars and a concrete body, a supporting component is fixedly arranged on the side face of the middle of the supporting beam in the vertical direction, the supporting component fixedly supports the horizontally-laid profiled steel sheet, the profiled steel sheet is fixedly connected with the supporting beam, and the steel bars are laid on the profiled steel sheet. A concrete body is poured on the profiled steel sheet, and the top face of the concrete body is flush with the top face of the supporting beam. According to the floor structure system, the plate composed of the profiled steel sheet, the reinforcing steel bars and the concrete body sinks, the top of the plate is aligned with the top of the floor supporting beam, the thickness of the composite floor structure system is reduced, and compared with a common profiled steel sheet concrete composite floor, the floor structure system does not need to change the section height of the original supporting beam and plate; therefore, the bearing capacity and the rigidity of each component can be ensured not to be lost, and meanwhile, the thickness of the whole floor structure system can be thinner, so that the clearance use requirement of a building can be better met.
本发明公开了一种低厚度压型钢板混凝土组合楼盖结构体系,包括支承梁、压型钢板、钢筋和混凝土体,支承梁竖直方向中部侧面固定设有支撑构件,支撑构件固定支撑水平铺设的压型钢板,压型钢板与支承梁固定相连,压型钢板上铺设钢筋,压型钢板上浇筑有混凝土体,混凝土体顶面与支承梁顶面平齐;该楼盖结构体系把压型钢板、钢筋和混凝土体组成的板下沉,让板顶对齐楼盖支承梁梁顶,降低了组合楼盖结构体系厚度,与一般的压型钢板混凝土组合楼盖相比,该楼盖体系不需要改变原支承梁和板截面高度,从而可以确保各构件承载力和刚度不受损失,同时又能使整体楼盖结构体系的厚度更薄,从而更好的适应建筑净空使用要求。
Low-thickness profiled steel sheet concrete composite floor structure system
一种低厚度压型钢板混凝土组合楼盖结构体系
ZHANG YUE (Autor:in) / LI ZHIQIANG (Autor:in) / AN DESHENG (Autor:in) / WANG SIJING (Autor:in) / ZHOU JINGYUAN (Autor:in)
05.07.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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