GB/T 6974.5-2008 Overhead and Gantry Crane Terms

GB/T 6974.5-2008 "Cranes — Vocabulary — Part 5: Overhead and Gantry Cranes" is the dedicated terminology standard for overhead and gantry crane definitions. The standard specifies the specialized terms and definitions for overhead and gantry cranes, covering bridge configurations, main structural components, mechanisms, and performance parameters, and corresponds to ISO 4306-5:2005 (MOD).

GB/T 6974.5-2008 is Part 5 of the crane terminology series, specifically governing the definitions of terms for overhead and gantry cranes. As the most widely used crane types, a unified terminology framework is essential for design & manufacturing, installation acceptance, and operation and maintenance. This article provides a systematic breakdown of the core terms defined in the standard.

GB/T 6974.5-2008 overhead and gantry crane terminology standard


Standard Scope and Terminology Framework

GB/T 6974.5-2008 is the fifth part of the GB/T 6974 "Cranes — Vocabulary" series, dedicated to standardizing terminology for overhead and gantry cranes. These crane types account for the largest share of industrial lifting equipment, and their terminology spans a wide range of structural and technical concepts. The standard compiles approximately 180 specialized terms, organized in a logical sequence: bridge configuration → main structural components → travel mechanisms → hoisting mechanism → trolley → safety devices → performance parameters. These terms serve not only as the standard language for design and manufacturing but also as the common basis for equipment selection, operator training, and fault description.

Bridge Configuration Terminology

The standard clearly defines the terminology for each overhead and gantry crane type: Overhead crane — a crane whose bridge is supported directly on factory building crane rails via travel mechanisms at both ends. Based on bridge structure, it is classified into: Single-girder bridge crane — consisting of a single I-beam main girder and a trolley (or electric hoist), typically with a lifting capacity of ≤10 t. Double-girder bridge crane — a bridge comprising two box-section main girders and end carriages, with the trolley running on rails atop the main girders, offering lifting capacities from 5 to 500 t. By main girder cross-section, types include box girder, truss girder, and cellular girder bridge cranes.

Gantry crane — a crane whose bridge is supported on ground rails by legs on both sides. By main girder configuration: single-girder gantry crane (one main girder + one leg on each side) and twin-girder gantry crane (two main girders + two legs). By leg type: L-type legs (one leg L-shaped, the other C-shaped), A-type legs (both legs A-shaped), and U-type legs (both legs U-shaped, allowing loads to pass through the leg opening). By cantilever configuration: non-cantilever gantry crane, single-cantilever gantry crane, and double-cantilever gantry crane.

Total Terms
≈180 terms Bridge/structure/mechanism
Single-Girder Bridge
I-beam main girder + hoist ≤10 t
Double-Girder Bridge
Box/truss main girders 5–500 t
Gantry (Portal)
Leg-supported on ground Single/twin girder
Leg Types
L-type/A-type/U-type Site-dependent
Cantilever Types
None/single/double Extends working range

Main Structural Component Terms

The standard precisely defines the terms for the main structural components of overhead and gantry cranes: Main girder — the primary load-bearing member of the bridge, resisting bending moments and shear forces from the trolley dead weight and the lifted load; typically of box-section or truss construction. End carriage — the transverse member connecting the ends of the main girders, carrying the crane bridge wheels and travel mechanism, and transmitting the main girder loads to the wheels. Trolley frame — the steel structure platform that houses the hoisting mechanism and trolley travel mechanism, running on rails along the main girders. Outrigger (leg) — the vertical structural member (one of a pair) in a gantry crane that connects the main girder to the ground foundation and transmits the main girder loads. Bottom cross beam — the connecting beam between the lower ends of the two legs in a gantry crane, carrying the bridge travel mechanism. Cabin (operator cab) — the enclosed space from which the operator controls the crane, suspended from one end of the bridge (overhead crane) or mounted on one side of the portal frame (gantry crane).

Mechanism and Performance Parameter Terms

The standard standardizes the performance parameter terminology for overhead and gantry crane mechanisms: Hoisting speed — the lifting/lowering speed of the lower hook driven by the hoisting motor (m/min), typically available in fast/slow two speeds (main hoist and auxiliary hoist). Long travel speed — the travel speed of the entire crane along the factory building crane rails (m/min), typically in the range of 20–80 m/min. Cross travel speed — the travel speed of the trolley along the main girder rails (m/min), typically in the range of 20–60 m/min. Work duty (classification) — a comprehensive grading indicator reflecting the degree of full-load operation and frequency of use, with 8 grades from A1 to A8. Utilization class — a grade indicating the frequency of use of the crane (U0–U9, classified by the total number of working cycles). Load spectrum — a grade indicating the magnitude of loads the crane is subjected to (Q1–Q4).

Safety Device Terminology

The standard unifies the terminology for safety devices on overhead and gantry cranes: Lifting capacity limiter (load limiter) — a safety device that monitors the lifting capacity and triggers an alarm and cuts power to the hoisting-up direction in the event of overload. Height limit switch — a device that cuts power to the hoisting-up direction when the hook reaches its maximum permissible height. Travel limit switch — a device that cuts power to the travel motors before the crane bridge or trolley reaches the end of the rail. Buffer — a device that absorbs the residual kinetic energy of the crane at the end of travel and cushions impact. Rail clamp — an anti-wind safety device specific to outdoor gantry cranes, which clamps onto the rail via grippers to prevent the crane from sliding in strong winds. Anchor device — a device used in conjunction with the rail clamp that secures the crane to the rail by means of pins or tie bars. Anti-collision device — a device used when multiple cranes operate on the same rail, which detects the distance between adjacent cranes and stops travel within a safe distance. Kelude technical personnel strictly use the standard terminology specified in GB/T 6974.5 in solution design and customer communication.


Overhead and Gantry Crane Terminology Comparison Table

The comparison table below outlines the core parameter configurations for overhead and gantry crane terminology, providing a practical reference for equipment selection and operational use.

← Scroll left / right to view full table →
Term CategoryCore TermDefinitionCorresponding English
Main Girder Structurebox girder/Truss Girder/I-Beam GirderMain Load-Bearing Structuremain girder
End CarriageDriven End Carriage/Idler End CarriageConnection Main Girderand Crane wheelend carriage
TrolleyHoisting / Lifting Trolley/trolley hoistCross Travel Mechanismtrolley
Crane BridgeCrane Travel MechanismLongitudinal Travel Mechanismcrane bridge

FAQ

Q: What is the difference between "Span" and "Track Gauge"?
A: In overhead and gantry crane terminology, "Span" refers to the horizontal distance between the centerlines of the crane bridge runway rails (also called the "bridge girder span"). It is the primary structural dimensional parameter for bridge cranes. "Track Gauge," on the other hand, refers to the distance between the centerlines of the trolley rails (i.e., the trolley wheel base) in the trolley system—though the term has a different meaning in the railway industry. These two terms are often confused. Span is typically expressed in meters (m), ranging from 7.5 m to over 40 m, while trolley gauge is commonly given in millimeters (mm). When selecting a crane, the customer needs to provide the "Span" (the center distance of the factory building runway rails), not the trolley gauge.
Q: What is the difference between "Rated Lifting Capacity" and "Total Lifting Capacity"?
A: Rated Lifting Capacity (G_n) is the maximum load a crane is permitted to lift under normal working conditions, excluding the weight of the hook block and lifting spreader (though the Load Capacity Chart typically indicates whether the hook weight is included). Total Lifting Capacity (G_t) is the sum of the rated lifting capacity plus the weight of the hook block, wire rope, lifting spreader, and other suspension attachments. In overhead and gantry crane design, the total lifting capacity governs the sizing of the hoisting mechanism—the wire rope, drum, and electric motor are all selected based on the total lifting capacity—while the rated lifting capacity governs operator usage, meaning the load lifted during hoisting operations must never exceed the rated capacity. When placing an order, customers should clearly specify whether the required lifting capacity includes the weight of the hook block.
Q: What is the difference between camber of main girder and main girder deflection?
A: Camber refers to the upward curvature built into the main girder at mid-span when the crane is unloaded (pre-set camber). Deflection refers to the downward bending of the main girder at mid-span under full load (also known as elastic deflection). In design, the main girder is manufactured with a preset camber (typically L/1000 to L/1400). Under full load, the elastic deflection offsets this camber, allowing the girder to return to a nearly straight condition (total deflection = reduction of camber + elastic deformation). Without camber, the downward deflection under full load becomes visibly pronounced — the bridge sags noticeably — which not only undermines the operator's sense of safety but also causes the trolley to travel "uphill" and "downhill" along the crane rail. Standards require that the net deflection of the main girder under full load not exceed L/750 to L/1000, depending on the work duty classification.
Q: What do the letter and numbers in "Work Duty A1–A8" stand for?
A: The work duty is one of the most critical technical parameters in crane design. The letter "A" stands for "Work Duty" (a classification system adopted from the German DIN Standard and retained in the Chinese GB/T 3811 Crane Design Standard). The numbers 1 through 8 represent the duty levels from lightest to heaviest — the higher the number, the heavier the loads the crane handles and the more frequent its usage. The work duty is determined by two factors: the utilization class (U0–U9, based on the total number of working cycles) and the load spectrum (Q1–Q4, based on the ratio of average load to rated load). A1–A3 is applicable to occasional use with rare full-load operation (e.g., maintenance cranes); A4–A5 suits regular use with moderate loads (e.g., general workshop cranes); A6–A8 is intended for heavy-duty, frequent full-load service (e.g., metallurgical and harbor cranes). The higher the work duty, the greater the design safety factor, the longer the fatigue life, and the higher the cost.

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