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ISO 25761:2010 defines design rules for lifts (elevators) covering structural, mechanical, and dimensional requirements. The standard ensures that lift installations are designed with adequate strength, stability, and durability for their intended service conditions. It applies to electric traction and hydraulic lifts for both passenger and goods transportation.
The standard’s design philosophy emphasizes load path clarity, structural continuity, and adequate safety margins. All structural components must be designed using permissible stress methods with defined safety factors. The car structure, sling, guide rails, and supporting brackets form a complete structural system that must be analyzed as an integrated assembly rather than isolated components.
| Component | Design Load Case | Safety Factor |
|---|---|---|
| Car structure | Rated load x 2 + self-weight | 2.0 against yield |
| Guide rails | Safety gear engagement | 2.5 against yield |
| Sling / frame | Full load + dynamic factor | 1.8 against yield |
| Suspension ropes | Static load x safety factor | 12 (traction) / 10 (hydraulic) |
| Car enclosure panels | 500 N point load | No permanent deflection |
The standard provides comprehensive guidance on traction drive design, including sheave diameter-to-rope diameter ratios (minimum 40:1 for typical installations), rope traction capacity calculations using the Euler belt friction equation, and compensation means for rope elongation. For hydraulic lifts, the standard addresses cylinder design, buckling resistance, pipe sizing, and pressure relief settings.
Guide rail design requirements include deflection limits (maximum 3 mm under full load condition for high-quality installations), rail joint alignment tolerances, and bracket spacing calculations. The standard specifies five classes of guide rail sections (T45, T70, T89, T114, T127) with corresponding load capacity tables and buckling curves for compressive loads during safety gear engagement.
Several advanced design considerations emerge from ISO 25761. The car frame (sling) design must account for torsional loading from asymmetrical loads — a 25% off-center load creates significant twisting moments that standard beam theory alone cannot predict. Finite element analysis is recommended for complex structural connections. The buffer striking plate and car frame interface must distribute engagement loads without local yielding.
Counterweight design requirements specify a counterweight mass equal to the car mass plus 40-50% of rated load. The standard provides dimensioning rules for counterweight frames, guide shoe interfaces, and tie-down provisions for seismic zones. Air resistance and compensation chain or belt requirements for high-speed installations are also addressed.