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Seat and vertical type overall stress large glass curtain wall system
The invention discloses a seated and vertical overall stress large glass curtain wall system, which relates to the technical field of glass curtain walls, and comprises a glass panel, a glass rib, a first galvanized steel tank, a first rigid connecting piece, a glass swinging assembly, a second galvanized steel tank, a second rigid connecting piece and a sliding assembly, the glass rib is fixedly mounted on the inner side of the glass panel, a first mounting groove is formed in the first galvanized steel groove, the bottom of the glass panel is fixedly mounted in the first mounting groove, and the glass panel and the first galvanized steel groove form an integral structure; according to the scheme, the overall design of the glass panel and the first galvanized steel tank is adopted, an overall bearing stress structure of the bottom of the glass panel is formed, the overall structure is installed on a building main body structure through the first steel connecting piece, overall stress of the glass panel and the first galvanized steel tank is achieved, the stress stability of the overall structure is effectively improved, and the overall structure is more stable. Therefore, the problem that the stress effect of the glass panel is not good is solved.
本发明公开了一种座立式整体受力大玻璃幕墙系统,涉及玻璃幕墙技术领域,包含玻璃面板、玻璃肋、第一镀锌钢槽、第一刚连接件、玻璃摇摆组件、第二镀锌钢槽、第二刚连接件和滑动组件;玻璃肋固定安装在玻璃面板的内侧,第一镀锌钢槽上具有第一安装槽,玻璃面板的底部固定安装在第一安装槽内,且玻璃面板与第一镀锌钢槽形成一个整体结构;本方案采用了玻璃面板与第一镀锌钢槽的整体设计,形成玻璃面板底部的整体承托受力结构,将该整体结构通过第一刚连接件安装在建筑主体结构上,实现了玻璃面板与第一镀锌钢槽的整体受力,有效提高了整体结构的受力稳定性,从而解决了玻璃面板受力效果不佳的问题。
Seat and vertical type overall stress large glass curtain wall system
The invention discloses a seated and vertical overall stress large glass curtain wall system, which relates to the technical field of glass curtain walls, and comprises a glass panel, a glass rib, a first galvanized steel tank, a first rigid connecting piece, a glass swinging assembly, a second galvanized steel tank, a second rigid connecting piece and a sliding assembly, the glass rib is fixedly mounted on the inner side of the glass panel, a first mounting groove is formed in the first galvanized steel groove, the bottom of the glass panel is fixedly mounted in the first mounting groove, and the glass panel and the first galvanized steel groove form an integral structure; according to the scheme, the overall design of the glass panel and the first galvanized steel tank is adopted, an overall bearing stress structure of the bottom of the glass panel is formed, the overall structure is installed on a building main body structure through the first steel connecting piece, overall stress of the glass panel and the first galvanized steel tank is achieved, the stress stability of the overall structure is effectively improved, and the overall structure is more stable. Therefore, the problem that the stress effect of the glass panel is not good is solved.
本发明公开了一种座立式整体受力大玻璃幕墙系统,涉及玻璃幕墙技术领域,包含玻璃面板、玻璃肋、第一镀锌钢槽、第一刚连接件、玻璃摇摆组件、第二镀锌钢槽、第二刚连接件和滑动组件;玻璃肋固定安装在玻璃面板的内侧,第一镀锌钢槽上具有第一安装槽,玻璃面板的底部固定安装在第一安装槽内,且玻璃面板与第一镀锌钢槽形成一个整体结构;本方案采用了玻璃面板与第一镀锌钢槽的整体设计,形成玻璃面板底部的整体承托受力结构,将该整体结构通过第一刚连接件安装在建筑主体结构上,实现了玻璃面板与第一镀锌钢槽的整体受力,有效提高了整体结构的受力稳定性,从而解决了玻璃面板受力效果不佳的问题。
Seat and vertical type overall stress large glass curtain wall system
一种座立式整体受力大玻璃幕墙系统
TANG CHENGYUAN (Autor:in) / SHI PENG (Autor:in) / SHI ZHIHAO (Autor:in) / WANG LILI (Autor:in) / WU HAO (Autor:in) / CAI LINKAI (Autor:in) / PAN XUEZHENG (Autor:in) / LI JIANRONG (Autor:in)
27.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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