Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Steel joint concrete precast beam component and installation and construction method thereof
The invention discloses a steel joint concrete precast beam member and a mounting and construction method thereof, and the steel joint concrete precast beam member comprises two groups of steel joint assemblies which are oppositely arranged; the reinforcement cage assembly is connected between the two groups of steel joint assemblies, and concrete is suitable for being cast in the reinforcement cage assembly to form a concrete beam body; the opposite ends of the two sets of steel connector assemblies are provided with inclined faces, the inclined direction of the inclined face of each set of steel connector assembly is in the height direction of the steel connector assembly, and the inclined face of each set of steel connector assembly inclines in the direction from the position away from the other set of steel connector assembly to the position close to the other set of steel connector assembly from top to bottom. The ends, provided with the inclined faces, of the steel connector assemblies protrude into the reinforcement cage assembly, so that the ends, provided with the inclined faces, of the two steel connector assemblies jointly define a V-like shape, then rigidity change buffering is achieved between the steel connector assemblies and the concrete beam body, the steel connector assemblies are coordinated with shearing force distribution of the concrete beam body, and stress is more reasonable.
本发明公开了一种钢接头混凝土预制梁构件及其安装、施工方法，钢接头混凝土预制梁构件包括：钢接头组件，相对设置有两组；钢筋笼组件，连接在两组钢接头组件之间，钢筋笼组件内适于浇铸混凝土以形成混凝土梁体；两组钢接头组件相对的一端具有倾斜面，每组钢接头组件的倾斜面的倾斜方向为沿钢接头组件的高度方向，由上到下自远离另一组钢接头组件至靠近另一组钢接头组件的方向倾斜，钢筋笼组件与两组钢接头组件连接时，钢接头组件具有倾斜面的一端突伸入钢筋笼组件内，从而通过两个钢接头组件具有倾斜面的一端共同围设成一个类V型，进而实现了钢接头组件与混凝土梁体之间具有刚度变化缓冲，与混凝土梁体的剪力分布相协调，受力更加合理。
Steel joint concrete precast beam component and installation and construction method thereof
The invention discloses a steel joint concrete precast beam member and a mounting and construction method thereof, and the steel joint concrete precast beam member comprises two groups of steel joint assemblies which are oppositely arranged; the reinforcement cage assembly is connected between the two groups of steel joint assemblies, and concrete is suitable for being cast in the reinforcement cage assembly to form a concrete beam body; the opposite ends of the two sets of steel connector assemblies are provided with inclined faces, the inclined direction of the inclined face of each set of steel connector assembly is in the height direction of the steel connector assembly, and the inclined face of each set of steel connector assembly inclines in the direction from the position away from the other set of steel connector assembly to the position close to the other set of steel connector assembly from top to bottom. The ends, provided with the inclined faces, of the steel connector assemblies protrude into the reinforcement cage assembly, so that the ends, provided with the inclined faces, of the two steel connector assemblies jointly define a V-like shape, then rigidity change buffering is achieved between the steel connector assemblies and the concrete beam body, the steel connector assemblies are coordinated with shearing force distribution of the concrete beam body, and stress is more reasonable.
本发明公开了一种钢接头混凝土预制梁构件及其安装、施工方法，钢接头混凝土预制梁构件包括：钢接头组件，相对设置有两组；钢筋笼组件，连接在两组钢接头组件之间，钢筋笼组件内适于浇铸混凝土以形成混凝土梁体；两组钢接头组件相对的一端具有倾斜面，每组钢接头组件的倾斜面的倾斜方向为沿钢接头组件的高度方向，由上到下自远离另一组钢接头组件至靠近另一组钢接头组件的方向倾斜，钢筋笼组件与两组钢接头组件连接时，钢接头组件具有倾斜面的一端突伸入钢筋笼组件内，从而通过两个钢接头组件具有倾斜面的一端共同围设成一个类V型，进而实现了钢接头组件与混凝土梁体之间具有刚度变化缓冲，与混凝土梁体的剪力分布相协调，受力更加合理。
Steel joint concrete precast beam component and installation and construction method thereof
一种钢接头混凝土预制梁构件及其安装、施工方法
SHI MINGZHE (Autor:in) / LI ZHENZHEN (Autor:in) / XIAO DONGKUN (Autor:in) / LI GUOJIAN (Autor:in) / XIE CHAO (Autor:in)
15.11.2022
Patent
Elektronische Ressource
Chinesisch
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