Glass curtain wall deformation joint structure based on six-direction adjustment

Abstract

The invention discloses a glass curtain wall deformation joint structure based on six-direction adjustment, which comprises curtain wall keels (2) positioned on two sides of a building main body deformation joint (1), a rotating shaft (3) is fixed on the curtain wall keel (2) on one side, an up-down sliding shaft group (4) is arranged on the curtain wall keel (2) on the other side, a group of chute brackets (5) which are arranged up and down are arranged on the up-down sliding shaft group (4), and the rotating shaft (3) is fixed on the chute brackets (5). Glass edge grooves (6) are formed between the vertically adjacent sliding groove supports (5), and sliding shafts (7) are arranged between the glass edge grooves (6) and the sliding groove supports (5); a group of rotary glass edge grooves (8) which are distributed up and down are formed in the rotating shaft (3); glass (9) is arranged between the rotary glass edge grooves (8) and the glass edge grooves (6); and a supporting block (10) fixed on the rotating shaft (3) is also arranged between the upper and lower adjacent rotary glass edge grooves (8). The device has the characteristic of being capable of adapting to deformation of a main body structure in different directions.

Description

technical field [0001] The invention relates to a deformation joint adjustment mechanism of a glass curtain wall, in particular to a deformation joint structure of a glass curtain wall based on six-way adjustment. Background technique [0002] As glass curtain walls are more and more widely used in large-scale public buildings and commercial complex projects, the applicability and safety of glass curtain walls along with the deformation of building structural joints have attracted more and more attention. For the main structure, the setting of deformation joints is to cope with the influence of temperature changes, uneven foundation settlement and earthquakes, etc., which are likely to cause cracks or damage to the building. The structure is divided into several independent parts during design, so that Each part can be changed freely. The glass curtain wall is attached to the main structure, and structural measures that can adapt to the deformation of the main structure nee...

AI Technical Summary

Problems solved by technology

[0003]In conventional projects, in order to set up curtain wall joint structures that can adapt to civil engineering deformation at the structural joints, materials such as aluminum profiles or aluminum veneers are often used, which usually damages the Integrity of glass curtain wall

However, the current telescopic structure of glass curtain walls can basically only adapt to deformation in one structural direction (horizontal relative displacement direction). problems, such as the tearing or falling off of the deformed structure due to the inability to adapt to vertical or vertical deformation, not only brings about the loss of deformation function, but also creates safety risks due to the falling off or breaking of the deformed structure

Therefore, the existing technology has the problem of being unable to adapt to the deformation of the main structure in different directions

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