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Hyperbolic glass curtain wall station-entering awning and construction method
The invention relates to a hyperbolic glass curtain wall station-entering awning and a construction method, the awning comprises trapezoidal main keels, arc-shaped secondary keels, hyperbolic glass and aluminum plate structures, welding hand holes and grooves are reserved in the joints of the trapezoidal main keels and the arc-shaped secondary keels, the multiple trapezoidal main keels are arranged side by side at intervals, and the heights of the trapezoidal main keels are sequentially reduced backwards from the inlet end of the awning; the arc-shaped secondary keels are arranged between the adjacent trapezoidal main keels and are fixedly connected with the trapezoidal main keels through the grooves, and the cross sections of the arc-shaped secondary keels are T-shaped; the hyperbolic glass is mounted between the trapezoidal main keel and the arc-shaped secondary keel; and the aluminum plate structure is arranged above the inlet end of the awning. According to the method, the trapezoidal main keels and the arc-shaped auxiliary keels are connected through the socket grooves, the keel mounting precision is high, the steel structure, the hyperbolic glass and the aluminum plate are machined in a machining factory at the same time by adopting data provided by the same precise BIM model, the matching degree of the steel structure, the hyperbolic glass and the aluminum plate is high, and the problem that the steel structure, the hyperbolic glass and the aluminum plate are not matched due to accumulated deviation is solved; and the construction period can be effectively shortened.
本申请涉及一种双曲玻璃幕墙进站罩棚及施工方法,罩棚包括梯形主龙骨、弧形次龙骨、双曲玻璃、铝板结构,梯形主龙骨与弧形次龙骨连接处预留有焊接手孔和凹槽,多个梯形主龙骨并排间隔设置,其高度由罩棚入口端向后依次降低;弧形次龙骨设置在相邻梯形主龙骨之间且通过凹槽与梯形主龙骨固接,其横截面为T型;双曲玻璃安装于梯形主龙骨和弧形次龙骨之间;铝板结构设置在罩棚入口端上方。本发明通过梯形主龙骨和弧形次龙骨的承插槽连接,龙骨安装精度高,并采用同一精准BIM模型提供的数据同时在加工厂对钢结构、双曲玻璃和铝板进行加工,使三者具有较高的匹配度,减小了钢结构、双曲玻璃和铝板因累计偏差不匹配的问题,能够有效缩短施工工期。
Hyperbolic glass curtain wall station-entering awning and construction method
The invention relates to a hyperbolic glass curtain wall station-entering awning and a construction method, the awning comprises trapezoidal main keels, arc-shaped secondary keels, hyperbolic glass and aluminum plate structures, welding hand holes and grooves are reserved in the joints of the trapezoidal main keels and the arc-shaped secondary keels, the multiple trapezoidal main keels are arranged side by side at intervals, and the heights of the trapezoidal main keels are sequentially reduced backwards from the inlet end of the awning; the arc-shaped secondary keels are arranged between the adjacent trapezoidal main keels and are fixedly connected with the trapezoidal main keels through the grooves, and the cross sections of the arc-shaped secondary keels are T-shaped; the hyperbolic glass is mounted between the trapezoidal main keel and the arc-shaped secondary keel; and the aluminum plate structure is arranged above the inlet end of the awning. According to the method, the trapezoidal main keels and the arc-shaped auxiliary keels are connected through the socket grooves, the keel mounting precision is high, the steel structure, the hyperbolic glass and the aluminum plate are machined in a machining factory at the same time by adopting data provided by the same precise BIM model, the matching degree of the steel structure, the hyperbolic glass and the aluminum plate is high, and the problem that the steel structure, the hyperbolic glass and the aluminum plate are not matched due to accumulated deviation is solved; and the construction period can be effectively shortened.
本申请涉及一种双曲玻璃幕墙进站罩棚及施工方法,罩棚包括梯形主龙骨、弧形次龙骨、双曲玻璃、铝板结构,梯形主龙骨与弧形次龙骨连接处预留有焊接手孔和凹槽,多个梯形主龙骨并排间隔设置,其高度由罩棚入口端向后依次降低;弧形次龙骨设置在相邻梯形主龙骨之间且通过凹槽与梯形主龙骨固接,其横截面为T型;双曲玻璃安装于梯形主龙骨和弧形次龙骨之间;铝板结构设置在罩棚入口端上方。本发明通过梯形主龙骨和弧形次龙骨的承插槽连接,龙骨安装精度高,并采用同一精准BIM模型提供的数据同时在加工厂对钢结构、双曲玻璃和铝板进行加工,使三者具有较高的匹配度,减小了钢结构、双曲玻璃和铝板因累计偏差不匹配的问题,能够有效缩短施工工期。
Hyperbolic glass curtain wall station-entering awning and construction method
一种双曲玻璃幕墙进站罩棚及施工方法
WANG ZHIBING (author) / ZHANG SHENGLI (author) / SU WUMING (author) / LIU LIZHUANG (author) / LI ZHIMENG (author) / JI WENBIN (author) / WANG PENG (author) / GU XIAOLEI (author) / JIANG GUANGLEI (author) / WANG SHUAI (author)
2023-09-19
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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