Tower Crane Terms and Definitions per ISO 4306

GB/T 6974.3-2008 "Cranes — Vocabulary — Part 3: Tower Cranes" is the dedicated terminology standard for tower cranes. It defines the commonly used terms and definitions for tower cranes, covering crane types, structural components, mechanisms, safety devices, and performance parameters, and corresponds to ISO 4306-3:1991 (MOD).

GB/T 6974.3-2008 is Part 3 of the GB/T 6974 crane terminology series, specifically standardizing the vocabulary used for tower cranes. A unified terminology system is fundamental to the design, manufacturing, operation, and management of tower cranes. This article provides a systematic review of the core terms defined in the standard.

GB/T 6974.3-2008 Tower Crane Terminology Standard


Standard Scope and Tower Crane Terminology

GB/T 6974.3-2008 is the third part of the GB/T 6974 "Cranes — Vocabulary" series, dedicated to the standardization of tower crane terminology. Due to their distinctive structural configuration — tower mast, jib, balance arm, tower head, and slewing bearing — tower cranes have developed a specialized terminology system of their own. The standard covers approximately 150 crane-specific terms, organized in the following sequence: crane types → structural components → mechanism systems → safety devices → performance parameters → installation devices → operational terms. Standardized terminology is critical for accurate communication across design, manufacturing, erection, and operation. For example, precise definitions of "free-standing height" and "anchored height" directly influence foundation design and safe use.

Tower Crane Type Classifications

The standard clearly defines the terminology for each tower crane configuration. A tower crane is a jib crane with the jib mounted on the upper part of the tower mast, capable of a full 360° rotation via the slewing mechanism. By jib type, tower cranes are classified as: trolley luffing tower crane (commonly referred to as a "trolley tower crane") — where a trolley travels along a horizontal jib to change the working radius; and luffing jib tower crane (commonly referred to as a "luffing tower crane") — where the working radius is changed by altering the jib angle. By mounting type, the standard defines: fast-erecting tower crane — a crane that can be erected and folded quickly using its own mechanisms, typically transported on a trailer; anchored tower crane — a crane whose mast is connected to the building structure via tie-in struts, allowing it to reach construction height; and climbing tower crane — a crane installed inside an elevator shaft or dedicated hoistway within the building, climbing incrementally as the structure rises.

Total Terms
~150 terms in 7 categories
Trolley Tower Crane
Horizontal jib + trolley travel — most common type
Luffing Jib Tower Crane
Radius changed via jib angle adjustment
Fast-Erecting
Self-erecting and folding — trailer transport
Anchored
Tie-in struts to building — heights of 300m+
Climbing
Climbs within hoistway as building rises

Structural Component Terminology

The standard defines the terms for the main structural components of a tower crane. The tower mast standard section is the basic modular unit of the mast, a welded lattice structure with a square cross-section, where the main chord members are angle steel or square steel tube; adjacent sections are joined with high-strength bolts or pins. The climbing section is a special mast section used during the climbing and adding sections process to increase tower height, equipped with internal climbing steps and pawl mechanisms. The rotating mast top is the portion of the mast above the slewing bearing that connects the jib and balance arm, rotating with the upper structure. The tower head is the tapered structural component at the top of the mast that anchors the jib tie bars and balance arm tie bars, bearing the tensile forces from both. The jib (boom) is the horizontal lattice structure of a trolley luffing tower crane, typically triangular or rectangular in cross-section, connected to the tower head via tie bars. The balance arm is a steel structure that carries the counterweights to balance the load moment; it is typically much shorter than the jib. Ballast refers to concrete or cast-iron blocks placed at the base of the mast to enhance the crane's overall stability.

Mechanism and Safety Device Terminology

The standard standardizes the terminology for tower crane mechanisms and safety devices. The hoisting mechanism is the lifting drive system mounted on the balance arm, comprising an electric motor, reducer, drum, and brake. The slewing mechanism drives the 360° rotation of the upper structure through the combination of a slewing drive unit (motor + reducer + pinion) and a large ring gear. The luffing mechanism is either a trolley luffing system (a winch pulls the trolley along the jib) or a luffing jib system (hydraulic cylinders or a winch change the jib angle). The climbing mechanism is a hydraulic-cylinder-driven system for adding mast sections to increase tower height. The load moment limiter (LML) is a safety device that integrates lifting capacity and radius signals to prevent the crane from exceeding its rated lifting moment. The height limit switch cuts power to the hoisting mechanism when the hook reaches its highest permitted position. The radius limit switch cuts power to the luffing mechanism when the trolley reaches the end of the jib or when the luffing jib reaches its limit angle. An anemometer measures real-time wind speed and triggers an alarm when the wind exceeds the safe threshold.

Performance Parameter Terminology

The standard provides precise definitions for key tower crane performance parameters. The rated lifting moment is the product of the lifting capacity and the corresponding working radius (expressed in kN·m) and is the primary specification parameter for a tower crane (e.g., QTZ80 indicates a rated lifting moment of 800 kN·m). Free-standing height is the maximum height a tower crane can reach without tie-in struts. Maximum anchored height is the maximum height achievable with tie-in struts installed (typically 5 to 10 times the free-standing height). Maximum radius is the greatest working radius the jib can reach (for a trolley luffing tower crane, this equals the overall jib length). Tip load is the rated lifting capacity at maximum radius. Maximum lifting capacity is the highest rated lifting capacity across the entire radius range. Free height (for fast-erecting tower cranes) is the maximum height at which the crane remains stable without any additional support. Kelude adopts the standard terminology specified in GB/T 6974.3 across its technical exchange, product documentation, and operator training to ensure seamless communication within the industry.


Tower Crane Terminology Comparison Table

The comparison table below outlines the core parameter configurations for tower crane terminology, serving as a reference for equipment selection and operational staff.

← Scroll left / right to view full table →
Term CategoryCore TermDefinitionEnglish Equivalent
Tower mast Structuremast section/Tie-in Frame/Climbing FrameTower mast Main Structure and Connectionstower section
Jibhorizontal jib/Jib/Balance Armsuspended load Supporting Structurejib/boom
safety deviceLoad moment limiter (LML)/Radius LimiterOverload Protection Devicesafety device
Operation Parameterload moment/Maximum radiusperformance indicatorsworking parameter

FAQ

Q: What does the number 80 signify in the model designation "QTZ80"?
A: QTZ is the pinyin abbreviation for "tower crane, self-erecting" (Q-T-Z) used in the unified model designation system for tower cranes in China. The number 80 indicates that the crane's rated lifting moment is 800 kN·m (equivalent to 80 t·m). Typical parameters for the QTZ80 include a lifting capacity of approximately 1.2 t at the maximum working radius of 50 m, a maximum lifting capacity of about 8 t at radii between 2.5 m and 15 m, a free-standing height of roughly 40 m, and a maximum tied-in height of up to 200 m. While newer models follow the GB/T 20312 standard for tower crane model designation, the older designations remain widely used in the field.
Q: Why is there such a large difference between a tower crane's free-standing height and its anchored height?
A: The free-standing height is the maximum working height a tower crane can safely sustain using only its own foundation and tower mast structure, without any external support. In this state, the bending moment at the base of the mast is at its highest, limited by the cross-section of the mast and the strength of the main chord members. For example, a QTZ80 has a free-standing height of approximately 40 m. The anchored height, by contrast, is achieved by connecting the tower mast to the building at intervals of 15–25 m using tie-in struts. This significantly reduces the effective (unsupported) length of the mast, allowing the crane to reach heights 5 to 10 times greater than its free-standing height — up to 300 m or more. While the bending moment at the base of an anchored mast is far lower than in the free-standing condition, the concentrated loads transmitted through the tie-in struts must be safely absorbed by the building structure.
Q: What are the pros and cons of trolley luffing tower cranes versus luffing jib tower cranes?
A: Trolley luffing tower cranes (horizontal jib) offer the following advantages: 1) Fast derricking speed and simple operation; 2) Precise working radius control (the trolley position determines the working radius); 3) Loads can be positioned accurately within the horizontal plane, making them ideal for precast component installation; 4) The jib can be luffed on some models, simplifying erection and dismantling. Disadvantages: 1) The horizontal jib presents a large windward area in high-wind conditions; 2) The jib length is fixed, so the working range cannot be reduced when site space is constrained. Luffing jib tower cranes (luffing boom) offer the following advantages: 1) The boom can be luffed to reduce windward area, providing superior wind resistance; 2) The radius range is highly flexible (the working radius decreases as the boom angle increases); 3) Well suited for cross operation with multiple cranes on congested sites and confined spaces. Disadvantages: 1) Slower derricking speed; 2) The load's vertical displacement increases with luffing, requiring simultaneous control of hoisting and luffing; 3) Demands a higher level of operator skill. In high-rise construction, both types are often used in conjunction to leverage their respective strengths.
Q: What's the difference between "climbing and adding sections" and "internal climbing"?
A: Climbing and adding sections — Once the tower crane reaches its free-standing height limit, the climbing mechanism lifts the upper portion of the crane (everything above the slewing assembly) by the height of one mast section. A new mast section is then inserted into the gap between the top of the tower mast and the slewing assembly, locked into place, and the crane's height is increased. This process takes place on the outside of the crane, so the tower height visibly grows from the exterior. Internal climbing — An internally climbing tower crane has its tower mast installed inside a building's hoistway or a dedicated shaft. The crane climbs progressively upward using climbing frames and hydraulic mechanisms. No mast sections are added during climbing; the overall length of the tower mast remains unchanged, but the crane rises floor by floor relative to the building. Advantages of internal climbing: it takes up no external space and can reach great heights without being limited by tie-in struts. Disadvantages: installation and final dismantling are more complex than for external tower cranes, as lifting lugs for removal must beReserved in the building's roof structure.

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