Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Connecting structure of steel bar truss floor support plate and reinforced concrete wall and construction method
The invention discloses a connecting structure of a steel bar truss floor support plate and a reinforced concrete wall and a construction method. The connecting structure comprises the steel bar truss floor support plate and the reinforced concrete wall or a reinforced concrete beam. Formwork layers are arranged on the two outer side faces of the shear wall reinforcing mesh or the concrete beam reinforcing steel bars; a fixed beam is arranged at the crossed joint of the steel bar truss floor support plate and the shear wall steel bar net or the concrete beam steel bar, so that the steel bar truss net and the shear wall steel bar net or the concrete beam steel bar are integrally connected to form an integral steel bar frame body combination; integrally pouring concrete into the steel bar truss net and the shear wall steel bar net or the steel bar truss net and the concrete beam steel bars to directly form a seamless connection node between the steel bar truss floor support plate and the steel bar concrete wall or a seamless connection node between the steel bar truss floor support plate and the steel bar concrete beam. The technical problem that in the prior art, the junction between the steel bar truss floor support plate and the reinforced concrete wall or the junction between the steel bar truss floor support plate and the reinforced concrete beam is prone to cracking is solved.
一种钢筋桁架楼承板与钢筋混凝土墙的连接结构及施工方法，包括钢筋桁架楼承板、钢筋混凝土墙或钢筋混凝土梁；在剪力墙钢筋网或混凝土梁钢筋的两个外侧面都设有模板层；钢筋桁架楼承板与剪力墙钢筋网或混凝土梁钢筋交叉设置的连接处设有固定梁，以使钢筋桁架网与剪力墙钢筋网或混凝土梁钢筋一体连接形成整体式的钢筋架体组合，朝钢筋桁架网与剪力墙钢筋网内或钢筋桁架网与混凝土梁钢筋内进行整体浇筑混凝土，直接形成无缝隙的钢筋桁架楼承板与钢筋混凝土墙的连接节点或无缝隙的钢筋桁架楼承板与钢筋混凝土梁的连接节点。本发明解决了现有技术中在钢筋桁架楼承板与钢筋混凝土墙或与钢筋混凝土梁之间的交界处容易开裂的技术问题。
Connecting structure of steel bar truss floor support plate and reinforced concrete wall and construction method
The invention discloses a connecting structure of a steel bar truss floor support plate and a reinforced concrete wall and a construction method. The connecting structure comprises the steel bar truss floor support plate and the reinforced concrete wall or a reinforced concrete beam. Formwork layers are arranged on the two outer side faces of the shear wall reinforcing mesh or the concrete beam reinforcing steel bars; a fixed beam is arranged at the crossed joint of the steel bar truss floor support plate and the shear wall steel bar net or the concrete beam steel bar, so that the steel bar truss net and the shear wall steel bar net or the concrete beam steel bar are integrally connected to form an integral steel bar frame body combination; integrally pouring concrete into the steel bar truss net and the shear wall steel bar net or the steel bar truss net and the concrete beam steel bars to directly form a seamless connection node between the steel bar truss floor support plate and the steel bar concrete wall or a seamless connection node between the steel bar truss floor support plate and the steel bar concrete beam. The technical problem that in the prior art, the junction between the steel bar truss floor support plate and the reinforced concrete wall or the junction between the steel bar truss floor support plate and the reinforced concrete beam is prone to cracking is solved.
一种钢筋桁架楼承板与钢筋混凝土墙的连接结构及施工方法，包括钢筋桁架楼承板、钢筋混凝土墙或钢筋混凝土梁；在剪力墙钢筋网或混凝土梁钢筋的两个外侧面都设有模板层；钢筋桁架楼承板与剪力墙钢筋网或混凝土梁钢筋交叉设置的连接处设有固定梁，以使钢筋桁架网与剪力墙钢筋网或混凝土梁钢筋一体连接形成整体式的钢筋架体组合，朝钢筋桁架网与剪力墙钢筋网内或钢筋桁架网与混凝土梁钢筋内进行整体浇筑混凝土，直接形成无缝隙的钢筋桁架楼承板与钢筋混凝土墙的连接节点或无缝隙的钢筋桁架楼承板与钢筋混凝土梁的连接节点。本发明解决了现有技术中在钢筋桁架楼承板与钢筋混凝土墙或与钢筋混凝土梁之间的交界处容易开裂的技术问题。
Connecting structure of steel bar truss floor support plate and reinforced concrete wall and construction method
钢筋桁架楼承板与钢筋混凝土墙的连接结构及施工方法
BU XIANGYING (Autor:in) / ZHANG YAO (Autor:in)
25.03.2022
Patent
Elektronische Ressource
Chinesisch
| Europäisches Patentamt | 2023
| Europäisches Patentamt | 2022
| Europäisches Patentamt | 2023
| Europäisches Patentamt | 2023
| Europäisches Patentamt | 2022