End trucks are the transverse structures located at both ends of overhead crane bridges or gantry crane girders. They connect the main girders longitudinally, forming the crane’s rigid “I-beam” frame, and support the trolley travel mechanism for movement along tracks.
Main Frame: Typically a welded steel box-section (12-30mm plates) with stiffeners, providing high bending/torsional strength with optimal weight.
Travel Mechanism: Consists of drive wheels (usually hardened cast or forged steel), axles, bearings, and housings. Larger wheel diameters reduce ground pressure.
Buffers: Installed at both ends (common types: polyurethane, rubber, or hydraulic) to absorb impact energy at track ends.
Connection Points: Interfaces (high-strength bolted or welded) to securely join the end truck to the main girders.
Braking System: Spring-applied, electrically released brakes stop travel motion reliably.
Load Bearing: Transfers the crane’s total load (self-weight, hoist unit, lifted load) from the girders to the tracks. Designed with safety factors ≥1.5 and deflection limited to span/800.
Travel Stability: Wheel assemblies guide the crane precisely along tracks. Alignment is critical (parallelism ≤2mm/m, wheel verticality ≤1/1000).
Structural Connection: Forms the rigid end frame, integrating main girders and travel drives.
Impact Absorption: Buffers protect the crane and surrounding structures.
By Crane Type: Single-girder (lighter, for ≤10 tons), Double-girder (heavier, ≤50 tons), Underhung (compact wheels on I-beam flange).
By Wheel Arrangement: Two-wheel (common for medium loads), Four-wheel (halves wheel pressure without lengthening frame, ideal for capacity-limited structures).
By Construction: Fabricated box/welded (custom, heavy duty), Rectangular tube (lighter, less welding, cost-effective for medium loads ≤15t/span ≤25m).
Process: Cutting > Welding (CO2 gas shielded, GB/T3323-2005 Level II standard) > Machining (wheel mounting surfaces ≤0.1mm/m flatness) > Assembly (wheel diagonal tolerance ≤3mm) > Inspection.
Materials: Structural steels like Q235 (good weldability) or Q345 (higher strength).
Corrosion Protection: Blasted to Sa2.5, epoxy zinc primer, polyurethane topcoat.
Bolted: High-strength bolts (70% yield stress preload) connect flange plates; allows adjustment during installation.
Welded: Direct welded joint offers higher stiffness but increases residual stress risk and hinders replacement.
Hybrid: Combines welding in critical areas with bolting elsewhere (common for large cranes).
Optimize wheel pressure distribution (e.g., four-wheel setup halves pressure).
Balance light-weighting/material cost (e.g., tube sections save 15-20% weight) against performance limits.
Choose connection type considering rigidity, transport (bolted), and repairability.
Incorporate features for easier maintenance (e.g., self-lubricating wheels).
Robust buffers (polyurethane/rubber standard, hydraulic for heavy duty).
Anti-tip design: Low center of gravity, use of four-wheel setups, DC disc brakes.
Structural reinforcement: Stiffeners, gussets, and internal diaphragm plates prevent instability.
Daily: Visual inspection (structure, wheels, buffers, brakes), remove debris from wheels/tracks.
Periodic: Lubricate bearings/brake parts per schedule. Conduct weekly/monthly detailed checks.
Common Issues: Replace worn wheels, repair/straighten minor frame deformations, adjust/replace worn brake shoes, replace damaged buffers.
Prevention: Operator training, avoid shock loads/overloads, apply environmental protection as needed.
End trucks serve critical roles: transferring crane loads, ensuring stable movement along tracks, providing structural integrity at the girder ends, and absorbing impacts. They are essential for crane safety and function.
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