Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The prefabricated steel framework shear wall comprises a wall plate structure body, a steel framework, a post-pouring edge component, a post-pouring vertical connecting section and an inner side plate structure, and the left side, the right side and the lower side of the inner side plate structure serve as formworks on the inner sides of the post-pouring edge component and the post-pouring vertical connecting section during cast-in-place correspondingly. Steel frameworks which are connected together are arranged in the wallboard structure body, the post-pouring edge component and the post-pouring vertical connecting section, parts of the steel frameworks extend upwards to the position above the wallboard structure body and the post-pouring edge component, and truss connecting pieces are further arranged in the post-pouring edge component and the post-pouring vertical connecting section. Part of the truss connecting piece is anchored in the inner side plate structure, a vertical supporting latticed column is arranged in the post-pouring vertical connecting section, and the upper portion of the supporting latticed column is anchored in the wall plate structure body. The prefabricated steel skeleton shear wall can be applied to a modular box body, and wet operation on a construction site is reduced.
本发明公开了一种用于组装合成建筑法的预制钢骨架剪力墙，其包括墙板结构主体、钢骨架、后浇边缘构件、后浇竖向连接段和内侧板结构，内侧板结构的左右两边及下边分别作为后浇边缘构件和后浇竖向连接段在现场浇筑时内侧的模板，墙板结构主体、后浇边缘构件和后浇竖向连接段中布置连接在一起的钢骨架，钢骨架的部分向上延伸出至墙板结构主体和后浇边缘构件的上方，在后浇边缘构件和后浇竖向连接段中还布置有桁架连接件，桁架连接件的部分锚固在内侧板结构中，在后浇竖向连接段中设有竖向的支撑格构柱，支撑格构柱的上部锚固在墙板结构主体内。本发明的预制钢骨架剪力墙能运用在模块化箱体中，减少施工现场的湿作业。
The prefabricated steel framework shear wall comprises a wall plate structure body, a steel framework, a post-pouring edge component, a post-pouring vertical connecting section and an inner side plate structure, and the left side, the right side and the lower side of the inner side plate structure serve as formworks on the inner sides of the post-pouring edge component and the post-pouring vertical connecting section during cast-in-place correspondingly. Steel frameworks which are connected together are arranged in the wallboard structure body, the post-pouring edge component and the post-pouring vertical connecting section, parts of the steel frameworks extend upwards to the position above the wallboard structure body and the post-pouring edge component, and truss connecting pieces are further arranged in the post-pouring edge component and the post-pouring vertical connecting section. Part of the truss connecting piece is anchored in the inner side plate structure, a vertical supporting latticed column is arranged in the post-pouring vertical connecting section, and the upper portion of the supporting latticed column is anchored in the wall plate structure body. The prefabricated steel skeleton shear wall can be applied to a modular box body, and wet operation on a construction site is reduced.
本发明公开了一种用于组装合成建筑法的预制钢骨架剪力墙，其包括墙板结构主体、钢骨架、后浇边缘构件、后浇竖向连接段和内侧板结构，内侧板结构的左右两边及下边分别作为后浇边缘构件和后浇竖向连接段在现场浇筑时内侧的模板，墙板结构主体、后浇边缘构件和后浇竖向连接段中布置连接在一起的钢骨架，钢骨架的部分向上延伸出至墙板结构主体和后浇边缘构件的上方，在后浇边缘构件和后浇竖向连接段中还布置有桁架连接件，桁架连接件的部分锚固在内侧板结构中，在后浇竖向连接段中设有竖向的支撑格构柱，支撑格构柱的上部锚固在墙板结构主体内。本发明的预制钢骨架剪力墙能运用在模块化箱体中，减少施工现场的湿作业。
Prefabricated steel skeleton shear wall for assembling and synthesizing building method
一种用于组装合成建筑法的预制钢骨架剪力墙
CAO DAYAN (Autor:in)
09.08.2024
Patent
Elektronische Ressource
Chinesisch
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