Double-slope multi-section cable string truss structure system
By introducing a double-slope multi-segment cable-stayed truss system into the large-span cable-stayed truss structure and utilizing staggered side cables and intermediate cable struts, the problem of insufficient headroom caused by single-segment cable tensioning is solved, thereby achieving efficient moment resistance and improved stability of the large-span structure.
Patent Information
- Application Number
- CN202422844738.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-21
- Publication Date
- 2025-09-30
- Estimated Expiration
- 2034-11-21
AI Technical Summary
In existing large-span tensioned truss structures, the tensioning of a single cable causes the truss to occupy too much space longitudinally and has insufficient headroom, which cannot meet the spatial height requirements of the large-span support system.
A double-slope multi-section cable-stayed truss structure system is adopted. By arranging multiple rows of parallel first and second space trusses in the space truss structure, the side cables and the middle cables are staggered and connected through the middle cable struts and the side cable struts to form a double-slope truss structure. The middle cables are interspersed between the side cables, and high-strength cables are used as tension members to transfer the compression and bending forces of the truss beams to the tension cables, thereby enhancing the structural stability.
It can significantly reduce the vertical deflection of large-span structures, increase indoor clearance height, enhance the structure's ability to resist bending moments, reduce steel consumption, and is suitable for large-span projects.