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Fully-fabricated concrete multi-story building system
The invention relates to the field of fabricated buildings, in particular to a fully fabricated concrete multi-story building system which comprises prefabricated vertical members and prefabricated transverse members, and connecting steel bars of the prefabricated vertical members extend out of the tops of the prefabricated vertical members; the top of the precast beam is provided with shear-resistant steel bars, connecting steel bars, located at the upper end and the lower end of the precast beam, of the precast beam extend outwards in the length direction of the precast beam, the connecting steel bars of the precast beam are bent in the thickness direction of the precast beam, and the connecting steel bars extending out of the precast beam are linear. The precast beams are in lap joint with the two adjacent precast vertical components, the precast beams and the precast vertical components define a post-cast strip, and connecting steel bars of the precast beams extend into the post-cast strip; the ends of the prefabricated floor slabs are in lap joint with the prefabricated beams, the ends of the two adjacent prefabricated floor slabs and the prefabricated beams define a post-cast strip, and connecting steel bars of the prefabricated floor slabs and shear-resistant steel bars of the prefabricated beams extend into the post-cast strip. And the post-cast strip is filled with concrete. By implementing the scheme, the problem that an existing building system is long in construction period or high in construction cost is solved.
本发明涉及装配式建筑领域,具体涉及一种全装配式混凝土多层建筑体系,包括预制竖向构件和预制横向构件,预制竖向构件的连接钢筋伸出其顶部;预制梁的顶部设有抗剪钢筋,预制梁位于其上下两端的连接钢筋沿其长度方向上向外伸出,且预制梁的连接钢筋沿预制梁的厚度方向进行弯折,且伸出预制梁外的连接钢筋呈直线状;预制梁搭接在相邻两预制竖向构件上,预制梁与预制竖向构件围合成后浇带,预制梁的连接钢筋伸入后浇带中;预制楼板的端部搭接在预制梁上,相邻两预制楼板的端部与预制梁围合成后浇带,预制楼板的连接钢筋和预制梁的抗剪钢筋伸入后浇带中;后浇带内填充有混凝土。通过实施本方案,以解决现有建筑体系施工周期长或造价高的问题。
Fully-fabricated concrete multi-story building system
The invention relates to the field of fabricated buildings, in particular to a fully fabricated concrete multi-story building system which comprises prefabricated vertical members and prefabricated transverse members, and connecting steel bars of the prefabricated vertical members extend out of the tops of the prefabricated vertical members; the top of the precast beam is provided with shear-resistant steel bars, connecting steel bars, located at the upper end and the lower end of the precast beam, of the precast beam extend outwards in the length direction of the precast beam, the connecting steel bars of the precast beam are bent in the thickness direction of the precast beam, and the connecting steel bars extending out of the precast beam are linear. The precast beams are in lap joint with the two adjacent precast vertical components, the precast beams and the precast vertical components define a post-cast strip, and connecting steel bars of the precast beams extend into the post-cast strip; the ends of the prefabricated floor slabs are in lap joint with the prefabricated beams, the ends of the two adjacent prefabricated floor slabs and the prefabricated beams define a post-cast strip, and connecting steel bars of the prefabricated floor slabs and shear-resistant steel bars of the prefabricated beams extend into the post-cast strip. And the post-cast strip is filled with concrete. By implementing the scheme, the problem that an existing building system is long in construction period or high in construction cost is solved.
本发明涉及装配式建筑领域,具体涉及一种全装配式混凝土多层建筑体系,包括预制竖向构件和预制横向构件,预制竖向构件的连接钢筋伸出其顶部;预制梁的顶部设有抗剪钢筋,预制梁位于其上下两端的连接钢筋沿其长度方向上向外伸出,且预制梁的连接钢筋沿预制梁的厚度方向进行弯折,且伸出预制梁外的连接钢筋呈直线状;预制梁搭接在相邻两预制竖向构件上,预制梁与预制竖向构件围合成后浇带,预制梁的连接钢筋伸入后浇带中;预制楼板的端部搭接在预制梁上,相邻两预制楼板的端部与预制梁围合成后浇带,预制楼板的连接钢筋和预制梁的抗剪钢筋伸入后浇带中;后浇带内填充有混凝土。通过实施本方案,以解决现有建筑体系施工周期长或造价高的问题。
Fully-fabricated concrete multi-story building system
一种全装配式混凝土多层建筑体系
YUAN CHANGYONG (author) / LI XIAQIU (author) / CHEN SHENG (author) / CHENG SHUAI (author)
2024-07-30
Patent
Electronic Resource
Chinese
Construction method of full-fabricated concrete multi-story building system
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