Bidirectional stiffening earthing corrugated steel plate arch bridge containing waste tire fragment filler
By using scrap tire fragment filler and bidirectional stiffening structure in the soil-covered corrugated steel plate arch bridge, the problem of uneven settlement and insufficient leaping capacity of the foundation is solved, and higher adaptability and load-bearing capacity are achieved, which is in line with environmental protection concepts.
Patent Information
- Application Number
- CN202411961627.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-30
- Publication Date
- 2025-02-28
AI Technical Summary
The existing soil-covered corrugated steel plate arch bridge foundation has poor adaptability to the uneven settlement, the overlying soil layer has too large self-weight, and insufficient leaping ability.
A two-way stiffened soil-covered corrugated steel plate arch bridge containing waste tire fragment filler is used to improve the adaptability and load-bearing capacity of the structure by changing the arch seat type, filling compressible lightweight filler and strengthening the arch ring.
It significantly improves the foundation adaptability, light structure weight and strong leaping ability of the soil-covered corrugated steel plate arch bridge, shortens the construction period, and realizes the recycling and reuse of resources, which is in line with the concept of ecological and environmental protection.
Smart Images

Figure CN119531231A_ABST