Crane Buffer Selection & Capacity Calculation Guide

JB/T 6406-2008 "Buffers for Lifting Appliances" is the general technical standard for crane buffers. It specifies the classification, technical requirements, test methods, and inspection rules for buffers used at the travel mechanism endpoints of overhead, gantry, tower, and mobile cranes. These buffers are critical safeguarding components at the ends of crane rails.

JB/T 6406-2008 is a dedicated product standard for lifting appliance buffers, defining their classification, types, and capacity calculation methods. As essential safety devices, buffers are installed at the travel limits of the crane bridge and trolley to absorb impact energy. This article provides a detailed interpretation of the standard's core provisions.

JB/T 6406-2008 Crane Buffer Standard


Standard Scope and Buffer Classification

JB/T 6406-2008 is the dedicated standard for crane buffers. Mounted at both ends of the crane rail (or at the travel limits of the moving mechanism), buffers absorb residual kinetic energy as the crane reaches the end of its travel, cushioning impact and preventing rigid collision between the crane and the end stops or an adjacent crane. The standard classifies crane buffers into four types based on their working principle: Spring buffers — absorb energy through compression of coil springs; simple construction and low cost, suitable for small- to medium-sized cranes operating at low speeds (≤40m/min). Hydraulic buffers — absorb energy as hydraulic oil is forced through damping orifices; high energy absorption capacity and excellent cushioning performance, suitable for large cranes operating at high speeds (≥60m/min). Polyurethane buffers — absorb energy through compression of polyurethane elastomer; simple construction and easy installation, suitable for small- and medium-sized cranes. Rubber buffers — absorb energy through elastic deformation of natural or nitrile rubber; suitable for light-load applications.

Technical Requirements

The standard sets forth the following general technical requirements for all buffer types: Buffer capacity — the buffer must absorb 100% of the kinetic energy generated when the crane impacts at its rated operating speed (for either the crane bridge or trolley). Buffer stroke — the maximum compression stroke at rated impact speed must not exceed 80% of the total buffer stroke (leaving a safety margin). Buffer force — the maximum reaction force during compression must not exceed the allowable load of the crane's relevant structural components (end carriages, crane wheels, etc.). Return capability — the buffer must automatically return to its initial position after unloading (spring and polyurethane buffers are self-resetting; hydraulic buffers require a return spring or hydraulic return mechanism).

Spring Buffer
Simple, low-cost Suitable for ≤40m/min
Hydraulic Buffer
High energy absorption Suitable for ≥60m/min
Polyurethane Buffer
Easy installation Medium & light cranes
Rubber Buffer
Light loads Cost-effective option
Buffer Capacity
Absorbs 100% kinetic energy at rated speed
Buffer Stroke
≤80% of total stroke Safety margin reserved

Selection Calculation Method

The standard provides a calculation method for buffer selection. The energy to be absorbed by the buffer is E=0.5×m×v²×ψ, where m is the mass of the moving part (the crane bridge or trolley including its suspended load, considered at rated load), v is the rated travel speed, and ψ is a correction coefficient (accounting for the energy still being output by the drive motor during buffering; ψ ranges from 1.0 to 1.3). Spring buffers: The spring wire diameter d (mm), mean coil diameter D (mm), number of active coils n, and free height H₀ are determined based on the buffer energy and maximum buffer force. Hydraulic buffers: The hydraulic cylinder bore D_c and damping orifice area A_0 are determined based on the buffer energy E and the allowable maximum buffer force F_max. Polyurethane buffers: The load-bearing area A is determined based on the buffer energy E and the allowable compressive stress σ (generally ≤4MPa).


Buffer Type Selection Comparison Table

The comparison table below summarizes the key parameters and configurations for buffer type selection, serving as a reference for engineers and maintenance personnel.

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Kelude Heavy Industry specializes in the design and manufacture of industrial overhead cranes, gantry cranes, and electric hoists. Our equipment is engineered for demanding material handling applications across manufacturing, logistics, and heavy fabrication sectors. We focus on delivering reliable performance, precise load control, and long-term operational safety.

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← Scroll left / right to view full table →
Buffer Typeapplicable speed(m/min)Capacity Range(k J)Applicable Crane ModelsFeatures
Rubber buffer≤300.5-5Light-Duty CraneSimple Structure/Low Cost
Spring buffer≤601-20Universal Bridge and Gantry TypeReliable Reset
Hydraulic buffer≤1205-100High Speed/large tonnageHigh Energy Absorption Capacity
Polyurethane buffer≤401-10Small and Medium TonnageWear-Resistant/Durable Corrosion

FAQ

Q: Do both the crane bridge and trolley require buffers on an overhead crane?
A: Yes. The standard requires that buffers be installed at both ends of the full travel range for both the crane bridge and the trolley — i.e., one buffer at each end of the bridge and one at each end of the trolley. In addition, sturdy buffer stops (rail stops) must be installed at the rail ends, used in conjunction with the buffers. Bridge buffers are mounted at the ends of the end carriages, while trolley buffers are mounted at the ends of the trolley frame. The installation position must ensure that, when the crane impacts at rated speed, the buffers make contact with the buffer stops first (rather than the wheel flanges hitting the stops), and that the buffer axis aligns with the direction of movement.
Q: How do I choose between a hydraulic buffer and a spring buffer?
A: The choice is primarily determined by travel speed and the amount of buffer energy required. Spring buffers have a maximum buffer stroke limited by the spring's free height (the spring cannot be fully compressed to coil bind). When travel speed reaches 60 m/min or higher, or when the moving mass is substantial, the required buffer energy exceeds what a spring buffer can handle—in such cases, a hydraulic buffer is the appropriate choice. Hydraulic buffers allow the buffer force to be adjusted throughout the stroke (via damping orifice design) and offer a more compact footprint for the same buffer capacity. However, they come at a higher cost—roughly 3 to 5 times that of spring buffers—and require periodic inspection of hydraulic oil and seals. For cranes rated below A4 with travel speeds of 40 m/min or less, spring buffers are recommended; for cranes rated A5 or above, or those operating at 60 m/min or faster, hydraulic buffers are the preferred option.
Q: What are the pros and cons of polyurethane buffers?
A: Polyurethane buffers (also known as polyurethane elastomer buffers) offer the following advantages: 1) Simple construction, lightweight, and easy installation (requires only bolted fixing); 2) High energy-absorption efficiency (absorbs roughly twice the energy per unit volume compared to rubber); 3) Resistant to oil and aging, with a wide operating temperature range (-30~+80°C); 4) Moderate cost (positioned between spring-type and hydraulic-type buffers). Disadvantages: 1) Buffer capacity remains lower than that of hydraulic buffers, making them unsuitable for large-tonnage, high-speed cranes; 2) Prolonged repeated impact causes permanent deformation (compression set) in polyurethane, requiring periodic inspection and replacement; 3) At low temperatures (below -30°C), polyurethane stiffens and becomes brittle, degrading buffer performance. Suitable for overhead and gantry cranes with spans ≤30m, lifting capacities ≤50t, and travel speeds ≤50m/min.
Q: What buffer stroke is required after installation to be considered compliant?
A: The effective working stroke of the buffer after installation must meet the design stroke requirements. The standard specifies that when compressed at the rated impact speed, the buffer must not be compressed to its limit (bottomed out); a safety margin of at least 20% of the total stroke must be retained. For example, if the buffer has a total stroke of 100 mm, the maximum compression under rated impact must not exceed 80 mm. Verification method: With the crane at no-load and at rated operating speed, drive the crane squarely into the buffer and measure the compression. If the compression approaches or equals the total stroke, the buffer capacity is insufficient—replace it with a larger specification or reduce the travel speed. After years of service, the spring or elastomer may develop permanent deformation (fatigue), reducing the effective stroke; in such cases, inspect and replace the buffer.

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