Steel Trestle Bridge is a temporary or semi-permanent bridge structure, typically assembled rapidly from steel components (such as steel pipe piles, structural steel beams, Bailey panels, etc.). It is widely used in engineering construction, temporary access routes, emergency repairs, and disaster relief scenarios.
Steel trestle bridge design must comply with AASHTO LRFD (Temporary Structures section) or local codes (e.g., State DOT standards). Core considerations include:
1. Design Loads
Load Type |
Description |
Dead Load (DL) |
Self-weight of structure (steel density: 78.5 kN/m³), deck weight, ancillary facilities. |
Live Load (LL) |
Critical load! Determined by actual traffic: |
- Construction vehicles: Concrete mixer trucks (~400 kN), excavators (~300 kN), crawler cranes (~800 kN). |
|
- Standard vehicles: Simplified per AASHTO HL-93 (e.g., HS20 truck, with reduced combination factors). |
|
Impact Factor (IM) |
15%~33% (higher for shorter spans; AASHTO recommends upper limits for temporary structures). |
Wind & Current Loads |
Lateral stability checks required for exposed sites, especially tall-pile trestles. |
Construction Loads |
Material stockpiles (e.g., rebar, formwork), equipment vibrations (pile drivers). |
Accidental Loads |
Ship collisions (waterside trestles), vehicle impacts (install crash piers at entrances). |
2. Load Combinations (AASHTO LRFD for Temporary Structures)
3. Special Design Principles
Design Mantra:
"Secure foundations, robust beams, reliable connections, comprehensive verification"
—Simplified calculations suffice for temporary trestles, but critical joints (pile-to-beam, Bailey pins) demand meticulous design!