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Floor slab assembly type formed steel reinforcement framework and assembly method thereof
The invention discloses a floor slab assembly type formed steel reinforcement framework and an assembly method thereof, and belongs to the technical field of floor slab construction. The formed steel reinforcement framework is arranged on the upper portion of a beam steel bar, the beam steel bar is placed in a sinking groove in the upper portion of a floor slab bottom die, the formed steel reinforcement framework comprises a floor slab integral steel reinforcement framework and two floor slab bottom steel reinforcement frameworks, the two floor slab bottom steel reinforcement frameworks are symmetrically arranged on the inner sides of the finished faces of the two sides of the beam steel bar, the floor slab integral steel reinforcement framework comprises an upper layer steel reinforcement framework structure and a lower layer steel reinforcement framework structure, the upper layer steel reinforcement framework is erected on the upper portion of the beam steel bar, and the two ends of the lower layer steel reinforcement framework are connected with the floor slab bottom steel reinforcement frameworks on the two sides respectively. The assembly type formed steel reinforcement framework is adopted, the assembly workload of a construction site is reduced, the construction site is saved, the construction process is simplified, and the construction environment is optimized; the formed steel reinforcement framework is designed in a split mode, the technical problem that assembly is not smooth in existing construction is solved, the site workload is reduced, and the assembly efficiency is improved.
一种楼板装配式成型钢筋骨架及其装配方法,属于楼板施工技术领域。所述成型钢筋骨架设置在梁钢筋的上部,梁钢筋放置在楼板底模上部的沉槽内,成型钢筋骨架包括楼板整体钢筋骨架及楼板底部钢筋骨架,楼板底部钢筋骨架的数量为两个,对称设置在梁钢筋两侧完成面的内侧,楼板整体钢筋骨架包括上、下双层钢筋骨架结构,其上层钢筋骨架搭设在梁钢筋的上部,下层钢筋骨架的两端分别与两侧的楼板底部钢筋骨架相连接。本发明采用装配式的成型钢筋骨架,减少了施工现场的装配工作量、节约施工场地、简化施工流程,并优化了施工环境;成型钢筋骨架采用分体设计解决了现有施工中装配不顺的技术问题,减少了现场工作量并提高了装配效率。
Floor slab assembly type formed steel reinforcement framework and assembly method thereof
The invention discloses a floor slab assembly type formed steel reinforcement framework and an assembly method thereof, and belongs to the technical field of floor slab construction. The formed steel reinforcement framework is arranged on the upper portion of a beam steel bar, the beam steel bar is placed in a sinking groove in the upper portion of a floor slab bottom die, the formed steel reinforcement framework comprises a floor slab integral steel reinforcement framework and two floor slab bottom steel reinforcement frameworks, the two floor slab bottom steel reinforcement frameworks are symmetrically arranged on the inner sides of the finished faces of the two sides of the beam steel bar, the floor slab integral steel reinforcement framework comprises an upper layer steel reinforcement framework structure and a lower layer steel reinforcement framework structure, the upper layer steel reinforcement framework is erected on the upper portion of the beam steel bar, and the two ends of the lower layer steel reinforcement framework are connected with the floor slab bottom steel reinforcement frameworks on the two sides respectively. The assembly type formed steel reinforcement framework is adopted, the assembly workload of a construction site is reduced, the construction site is saved, the construction process is simplified, and the construction environment is optimized; the formed steel reinforcement framework is designed in a split mode, the technical problem that assembly is not smooth in existing construction is solved, the site workload is reduced, and the assembly efficiency is improved.
一种楼板装配式成型钢筋骨架及其装配方法,属于楼板施工技术领域。所述成型钢筋骨架设置在梁钢筋的上部,梁钢筋放置在楼板底模上部的沉槽内,成型钢筋骨架包括楼板整体钢筋骨架及楼板底部钢筋骨架,楼板底部钢筋骨架的数量为两个,对称设置在梁钢筋两侧完成面的内侧,楼板整体钢筋骨架包括上、下双层钢筋骨架结构,其上层钢筋骨架搭设在梁钢筋的上部,下层钢筋骨架的两端分别与两侧的楼板底部钢筋骨架相连接。本发明采用装配式的成型钢筋骨架,减少了施工现场的装配工作量、节约施工场地、简化施工流程,并优化了施工环境;成型钢筋骨架采用分体设计解决了现有施工中装配不顺的技术问题,减少了现场工作量并提高了装配效率。
Floor slab assembly type formed steel reinforcement framework and assembly method thereof
一种楼板装配式成型钢筋骨架及其装配方法
LUO LIFENG (Autor:in) / XING JUN (Autor:in) / YU TAO (Autor:in) / ZHANG FENGYI (Autor:in) / SI YIPING (Autor:in) / FENG FENFEN (Autor:in) / LI XIAOZHOU (Autor:in) / RUAN YANQING (Autor:in)
25.05.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04C
STRUCTURAL ELEMENTS
,
Bauelemente
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