Cantilever steel beam and curtain wall connecting system
By using a cantilevered steel beam and curtain wall connection system in steel structure buildings, the impact of unit curtain wall on the stability of steel structure and the problem of curtain wall damage caused by steel structure deformation is solved, and higher structural strength and construction efficiency are achieved.
Patent Information
- Application Number
- CN202421360716.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-14
- Publication Date
- 2025-03-28
- Estimated Expiration
- 2034-06-14
AI Technical Summary
When existing unit curtain walls are installed in steel structure buildings, they will have an adverse impact on the stability of the steel structure, and deformation of the steel structure can easily lead to extrusion damage of the curtain wall.
The connection system between the cantilevered steel beam and the curtain wall is adopted. By setting up upper and lower adapters on the top and bottom of the cantilevered steel beam, upper and lower pendants are installed on the curtain wall keel. Adjustment bolts and gap design are used to achieve fine adjustment of the height of the curtain wall keel and the displacement of the curtain wall panel, and the structural strength of the connecting node is enhanced.
It effectively reduces the impact of the self-weight of the unit curtain wall on the stability of the steel structure, and when the steel structure is deformed, the damage to the curtain wall panel is avoided through displacement design, which improves the construction efficiency and connection stability.