ISO 16881-1:2005
Cranes — Design calculation for rail wheels and associated trolley track supporting structure — Part 1: General
Cranes — Design calculation for rail wheels and associated trolley track supporting structure — Part 1: General
- Статус документа:
- Отменён
- Формат:
- Электронный (PDF)
- Количество страниц:
- 13
- Дата публикации:
- 8 июня 2005 г.
- Издание:
- ISO IS 16881 edition 1 version 1
- ICS:
- 53.020.20
ISO 16881-1:2005 gives the requirements for the selection of the size for iron or steel wheels and presents the formulae for the local stresses in crane structures due to the effects of the wheel loads.
Abstract
Overview
ISO 16881-1:2005 - "Cranes - Design calculation for rail wheels and associated trolley track supporting structure - Part 1: General" defines requirements and calculation principles for selecting iron or steel rail wheels and for estimating local stresses in crane supporting structures due to wheel loads. The standard provides practical design checks, formulae, and informative annexes for wheel‑rail load distribution and flange bending stresses to ensure safety, durability and serviceability of crane traveling systems.
Key topics
- Rail wheel selection: Verifies a wheel can withstand the maximum load and will avoid abnormal wear during normal duty. Selection uses prescribed checks and equations that combine maximum and mean wheel loads, material limits and geometric parameters (wheel diameter, useful rail width).
- Limiting pressure and materials: The permissible wheel‑to‑rail contact pressure (P) is specified as a function of wheel material strength. Wheel tread hardening and tyres are addressed where applicable.
- Speed and mechanism factors: Coefficients that modify mean loading depend on wheel rotation speed and on mechanism group/class (M1–M8 per ISO 4301‑1). Values for the speed coefficient c vary (approx. 0.66 at higher rotation speeds to about 1.16 at low speeds).
- Wheel diameter limitation: The formulae apply to wheels up to 1.25 m diameter; larger diameters require reduced permissible pressures and are generally not recommended.
- Mechanism class calculation: Procedure for determining the mechanism class from cycles, travel distance and operating time (m = L + T − 2), used in fatigue and life‑expectancy evaluations.
- Local stress calculation: Annex A covers wheel load distribution under the rail; Annex B provides methods for local flange bending stresses for I‑beams and box girders. Guidance is included for combining local stresses with global stresses under permissible‑stress and limit‑state approaches.
Applications and users
ISO 16881-1:2005 is intended for:
- Crane designers and structural engineers performing crane wheel and trolley track design and verification.
- Manufacturers specifying wheel materials, diameters, and rail support arrangements.
- Inspection, testing and maintenance engineers assessing wheel wear, contact pressures and local stresses.
- Safety and certification bodies referencing load combinations (ISO 8686 series) and mechanism classification (ISO 4301‑1) for compliance.
Practical uses include wheel sizing, rail flange design, fatigue assessments, specifying wheel hardening or tyre thickness, and calculating local stresses for welds, webs and flange plates.
Related standards
- ISO 4301‑1 (classification)
- ISO 4306‑1 (vocabulary)
- ISO 8686‑1 to ‑5 (design principles for loads and load combinations)
- ISO 12488‑1 (alignment tolerances)
Note: ISO 16881 series includes other parts (mobile, tower, jib, bridge cranes) under preparation.
Keywords: ISO 16881-1:2005, crane wheel design, rail wheels, trolley track supporting structure, wheel loads, local stresses, wheel selection, crane design standards.
Технические детали
- Технический комитет
- ISO/TC 96/SC 10 - Design principles and requirements
- SKU
- ISO 16881-1:2005
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