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Cold-formed thin-walled steel insert block combined shear wall and mounting method
The invention discloses a cold-formed thin-walled steel insert block combined shear wall and a mounting method. The shear wall comprises concrete filled steel tube frame columns, an internal wall element and connecting pieces, the concrete filled steel tube frame columns are fixedly arranged at the two ends of the internal wall element through the connecting pieces, and the internal wall element comprises a cold-formed thin-walled steel framework, lightweight concrete filling blocks, a structural plate and a grouting layer. The cold-formed thin-walled steel framework is in a grid shape, the lightweight concrete filling blocks are embedded into the two sides of each grid, the grouting layer is located in a cavity formed by the two opposite lightweight concrete filling blocks and the cold-formed thin-walled steel framework, and the structural plates are fixed to the two sides of the cold-formed thin-walled steel framework. The cold-formed thin-walled steel framework, the lightweight concrete filling blocks and the grouting layer are packaged in a cavity formed by the two concrete filled steel tubeframe columns and the two opposite structural plates. According to the shear wall, the lateral resistance and post-disaster repairability of the structure can be improved, all needed components can be modularly prefabricated in batches in a factory and then transported to a site to be assembled, the building cost can be remarkably reduced, and the installation method is simple and convenient.
本发明公开了一种冷弯薄壁型钢嵌块组合剪力墙及安装方法,剪力墙包括钢管混凝土框柱、内部墙元和连接件,钢管混凝土框柱通过连接件固定设置在内部墙元两端,内部墙元包括冷弯薄壁型钢骨架、轻质混凝土填块、结构板和灌浆层,冷弯薄壁型钢骨架为网格状,每个网格的两侧均嵌入有轻质混凝土填块,灌浆层位于两个相对的轻质混凝土填块与冷弯薄壁型钢骨架形成的空腔内,结构板固定在冷弯薄壁型钢骨架两侧,冷弯薄壁型钢骨架、轻质混凝土填块、和灌浆层被封装在两个钢管混凝土框柱和相对的两个结构板形成的腔体之间。该剪力墙可提高结构的抗侧性能和灾后可修复性,所需部件均可在工厂模块化批量预制后运至现场拼装,可显著降低建筑成本,安装方法简便。
Cold-formed thin-walled steel insert block combined shear wall and mounting method
The invention discloses a cold-formed thin-walled steel insert block combined shear wall and a mounting method. The shear wall comprises concrete filled steel tube frame columns, an internal wall element and connecting pieces, the concrete filled steel tube frame columns are fixedly arranged at the two ends of the internal wall element through the connecting pieces, and the internal wall element comprises a cold-formed thin-walled steel framework, lightweight concrete filling blocks, a structural plate and a grouting layer. The cold-formed thin-walled steel framework is in a grid shape, the lightweight concrete filling blocks are embedded into the two sides of each grid, the grouting layer is located in a cavity formed by the two opposite lightweight concrete filling blocks and the cold-formed thin-walled steel framework, and the structural plates are fixed to the two sides of the cold-formed thin-walled steel framework. The cold-formed thin-walled steel framework, the lightweight concrete filling blocks and the grouting layer are packaged in a cavity formed by the two concrete filled steel tubeframe columns and the two opposite structural plates. According to the shear wall, the lateral resistance and post-disaster repairability of the structure can be improved, all needed components can be modularly prefabricated in batches in a factory and then transported to a site to be assembled, the building cost can be remarkably reduced, and the installation method is simple and convenient.
本发明公开了一种冷弯薄壁型钢嵌块组合剪力墙及安装方法,剪力墙包括钢管混凝土框柱、内部墙元和连接件,钢管混凝土框柱通过连接件固定设置在内部墙元两端,内部墙元包括冷弯薄壁型钢骨架、轻质混凝土填块、结构板和灌浆层,冷弯薄壁型钢骨架为网格状,每个网格的两侧均嵌入有轻质混凝土填块,灌浆层位于两个相对的轻质混凝土填块与冷弯薄壁型钢骨架形成的空腔内,结构板固定在冷弯薄壁型钢骨架两侧,冷弯薄壁型钢骨架、轻质混凝土填块、和灌浆层被封装在两个钢管混凝土框柱和相对的两个结构板形成的腔体之间。该剪力墙可提高结构的抗侧性能和灾后可修复性,所需部件均可在工厂模块化批量预制后运至现场拼装,可显著降低建筑成本,安装方法简便。
Cold-formed thin-walled steel insert block combined shear wall and mounting method
冷弯薄壁型钢嵌块组合剪力墙及安装方法
WANG XINGXING (Autor:in) / NIE WENCHAO (Autor:in) / WANG WEI (Autor:in)
25.05.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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