Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Integrated construction method of large cantilever steel structure-glass curtain wall structure
The invention discloses an integrated construction method of a large cantilever steel structure-glass curtain wall structure. The method is particularly suitable for the conditions that a glass curtain wall, a metal roof and the like are particularly sensitive to displacement loads, and structural displacement needs to be strictly controlled to reduce quality problems. The problem that in the installation process of a glass curtain wall and other enclosure systems, the structure cantilever end generates large deformation along with gradual installation of the enclosure structure, and consequently the installed enclosure structure is damaged is solved. Through the construction method that predeformation of the cantilever steel structure and installation of the glass curtain wall are coordinated, the installation method of the external glass curtain wall of the large cantilever steel structure is simplified, the overall appearance of the glass curtain wall is guaranteed, meanwhile, the investment of personnel in a conventional construction method is reduced, and the economical efficiency is improved.
本发明公开了一种大悬挑钢结构‑玻璃幕墙结构的一体化施工方法，本发明方法特别适用于玻璃幕墙、金属屋面等对位移荷载特别敏感，需严格控制结构位移以减少质量问题的情况。解决了玻璃幕墙等围护系统安装过程中，结构悬挑端随围护结构的逐步安装产生较大变形，造成已安装完成围护结构破坏的问题。通过悬挑钢结构预变形与玻璃幕墙安装相协同的施工方法，简化了大悬挑钢结构外部玻璃幕墙安装方法，保证玻璃幕墙整体外观的同时，减少常规施工方法下人员的投入，提高了经济性。
Integrated construction method of large cantilever steel structure-glass curtain wall structure
The invention discloses an integrated construction method of a large cantilever steel structure-glass curtain wall structure. The method is particularly suitable for the conditions that a glass curtain wall, a metal roof and the like are particularly sensitive to displacement loads, and structural displacement needs to be strictly controlled to reduce quality problems. The problem that in the installation process of a glass curtain wall and other enclosure systems, the structure cantilever end generates large deformation along with gradual installation of the enclosure structure, and consequently the installed enclosure structure is damaged is solved. Through the construction method that predeformation of the cantilever steel structure and installation of the glass curtain wall are coordinated, the installation method of the external glass curtain wall of the large cantilever steel structure is simplified, the overall appearance of the glass curtain wall is guaranteed, meanwhile, the investment of personnel in a conventional construction method is reduced, and the economical efficiency is improved.
本发明公开了一种大悬挑钢结构‑玻璃幕墙结构的一体化施工方法，本发明方法特别适用于玻璃幕墙、金属屋面等对位移荷载特别敏感，需严格控制结构位移以减少质量问题的情况。解决了玻璃幕墙等围护系统安装过程中，结构悬挑端随围护结构的逐步安装产生较大变形，造成已安装完成围护结构破坏的问题。通过悬挑钢结构预变形与玻璃幕墙安装相协同的施工方法，简化了大悬挑钢结构外部玻璃幕墙安装方法，保证玻璃幕墙整体外观的同时，减少常规施工方法下人员的投入，提高了经济性。
Integrated construction method of large cantilever steel structure-glass curtain wall structure
一种大悬挑钢结构-玻璃幕墙结构的一体化施工方法
XING ZUNSHENG (Autor:in) / WU DI (Autor:in) / JIA SHANGRUI (Autor:in) / WU CHUQIAO (Autor:in) / ZHANG ZHIHAO (Autor:in) / XU CHANGSEN (Autor:in) / DING LI (Autor:in) / YAN LIBO (Autor:in)
07.11.2023
Patent
Elektronische Ressource
Chinesisch
High-altitude cantilever structure curtain wall installation construction method
| Europäisches Patentamt | 2022
Glass curtain wall construction method and glass curtain wall structure
| Europäisches Patentamt | 2023
Curtain wall structure with large cantilever modeling piece
| Europäisches Patentamt | 2023
Glass curtain wall structure and glass curtain wall construction process
| Europäisches Patentamt | 2024