GB/T 23723.3-2010 Standard for the Safe Use and Operation of Tower Cranes

📌GB/T 23723.3-2010, “Cranes—Safe Use—Part 3: Tower Cranes,” is the core standard for the safe operation of tower cranes.This standard specifies the requirements for the safe use of tower cranes throughout the entire process of design, installation, operation, maintenance, and dismantling, and corresponds to ISO 12480-3:2005 (IDT). Tower cranes are among the types of cranes with the highest safety risks, and safety management must be implemented throughout their entire life cycle.

GB/T 23723.3-2010 is Part 3 of the series of standards on the safe use of cranes, and it specifically sets forth requirements for the safe use and operational management of tower cranes. Due to their great working height, wide operational range, and complex erection and dismantling processes, tower cranes are subject to particularly stringent safety requirements. This article provides a detailed interpretation of the standard’s core provisions.

GB/T 23723.3-2010塔式起重机安全使用标准


Standard Positioning and Safety Responsibility System

GB/T 23723.3-2010 is Part 3 of the GB/T 23723 series. The safe use of tower cranes involves the responsibilities of multiple parties: the tower crane owner—who must ensure the equipment complies with standard requirements, establish a maintenance system, and maintain records; the operating entity (construction company)—responsible for the installation and acceptance of the tower crane, day-to-day operational management, and periodic safety inspections; operators—must hold valid certifications and conduct safety checks before operation; signalers (lifting supervisors)—responsible for issuing lifting signals and monitoring the lifting process; and installation and dismantling personnel—must possess the appropriate qualifications and operate in accordance with the manufacturer’s procedures.

Safety Requirements for Tower Crane Foundations

The standard sets forth clear requirements for the safety of tower crane foundations: Foundations must be constructed in accordance with the design drawings and load values provided by the manufacturer. The operating entity must not arbitrarily reduce the foundation dimensions, lower the concrete strength grade, or reduce the amount of reinforcement. Prior to foundation construction, the bearing capacity of the subgrade must be verified (the characteristic value of subgrade bearing capacity, f_ak, should not be less than the manufacturer’s required value, typically ≥200 kPa). Tower crane installation may only proceed once the concrete strength of the foundation reaches 80% or more of the design strength. Upon completion of the foundation, an acceptance inspection must be conducted. Records should include: foundation positioning coordinates and elevations, concrete test block strength reports, deviations in the positions of embedded parts, and measured ground resistance values. The foundation must be equipped with adequate drainage facilities to prevent water accumulation from saturating the subsoil and causing softening and settlement. The area surrounding the foundation must be protected by fencing, and unauthorized personnel are strictly prohibited from entering.

Installation and Removal Safety

The installation and dismantling of tower cranes are stages with a high incidence of accidents. The standards set forth strict safety requirements for installation and dismantling: the installation contractor must possess the appropriate qualifications (Special Equipment Installation, Modification, and Repair License), and installation personnel must be certified to perform their duties. A detailed installation plan must be prepared prior to installation and implemented only after approval by the technical supervisor. A restricted area must be established at the installation site (with a radius of no less than 1.2 times the tower crane’s maximum swing radius), and unauthorized personnel are prohibited from entering. The following conditions must be met during installation: wind speed must not exceed Force 7 (≤15 m/s), visibility must be good (≥500 m), and the foundation must be firm and level. When jacking up and adding sections, the five-step procedure—”leveling—jacking—guiding—positioning—locking”—must be strictly followed, with each step confirmed before proceeding to the next.

Foundation Concrete
≥C30
Strength must be ≥80% for installation
Soil Bearing Capacity
≥200 kPa
Reinforcement to be installed according to the manufacturer's drawings
Installation Wind Speed
≤7 (≤15 m/s)
Installation in strong winds is strictly prohibited.
Five Steps to Lifting
Leveling → Lifting → Feeding In
→ In Place → Locked
Attachment Strut
Spacing according to the manufacturer
Angle ≤ ±15°
Free Height
Must not exceed the design value
Add Attachment as per the Plan

Operational Safety Rules

The standard sets forth systematic requirements for the safe operation of tower cranes: Pre-shift inspections—the foundation must show no settlement or cracks; the rails (for rail-mounted tower cranes) must be free of deformation and obstructions; all limit switches must function properly; the brakes must be responsive and reliable; the wire ropes must show no abnormalities; the hook anti-disengagement device must be intact; and the voltage must be normal (within ±5%). Safety requirements during operation—strictly follow the lifting capacity curve chart; overloading is prohibited; lifting and slewing must be performed smoothly; pause when the load is 200 mm off the ground to confirm that the brakes are reliable before continuing to lift; when multiple cranes are operating in the same area, coordinate height differences and slewing ranges. When wind speeds exceed the permissible working limits, operations must be suspended; raise the hook to the upper limit position, turn the boom into the direction of the wind, and engage the slewing brake to allow the boom to rotate freely.

Maintenance and Periodic Inspections

A comprehensive maintenance system should be established for tower cranes: Daily Maintenance (per shift)—visual inspection, functional testing, lubrication; Level 1 Maintenance (monthly)—inspection of bolt preload, inspection of wire rope and pulley wear, electrical system insulation testing; Level 2 Maintenance (quarterly)—replacement of gearbox lubricant, adjustment of brake lining clearance, and re-measurement of slewing bearing bolt torque; Annual Inspection—commissioning a special equipment inspection agency to conduct periodic inspections (load testing, random UT testing of structural welds, and ground resistance measurement). Safety devices on tower cranes (torque limiters, limit switches) must be tested at least once a month, and test records should be archived for future reference. Krude Heavy Industry provides users with full-lifecycle safety technical support and periodic inspection services for tower cranes to ensure the equipment remains in a safe condition at all times.


Comparison Table of Safety Requirements for Tower Cranes

The following comparison table lists the key parameter configurations for the safety requirements for the safe use of tower cranes, for reference by those selecting and operating these cranes.

Safety Projects Basic Requirements Inspection Frequency Management Requirements
Foundation and Attachment Foundation bearing capacity ≥ design value Check once a month Settlement Monitoring Records
Safety Devices Limit Switch / Torque Limiter / Anemometer Before each class's homework Action Verification Log
Installation and Removal Management Develop a Specialized Plan Before each installation or removal Review and Approval + Supervision
Assignment Management Overloading Prohibited / Do Not Use When Wind Speed Is ≤ Force 6 Per class Operator Qualifications + Command Signals

Frequently Asked Questions

Q: What does the acceptance inspection for a tower crane include after installation?
Answer: After the tower crane is installed, an installation acceptance inspection must be conducted. The inspection includes the following: 1) Foundation acceptance—verify the foundation construction records and concrete strength reports; 2) Structural inspection—vertical deviation of the tower body ≤ 1/1000 (free-standing height) or ≤ 1.5/1000 (after attachment), with all connecting bolts tightened to the specified torque; 3) Safety device inspection—check the set values and alarm functions of the moment limiter, as well as the operating positions and reliability of all limit switches; test the anemometer’s functionality; 4) No-load test—all mechanisms operate normally, with no abnormal noises or vibrations; 5) Rated Load Test—Lift the rated load at maximum outreach and measure deflection and braking slip; 6) Dynamic Load Test—Operate all mechanisms in coordination for 30 minutes under 1.1 times the rated load. The crane may only be put into service after passing the acceptance inspection.
Q: What are the requirements for the installation angle and pretension of tower crane attachment struts?
Answer: The installation angle of an anchored strut relative to the horizontal plane is generally within ±15° (except for special designs). If this angle range is exceeded, the horizontal component of the strut’s force will increase significantly, requiring a re-calculation of the structural strength at the anchorage point. The preload of the attachment strut is typically 10%–15% of the design load and is adjusted using the adjustment screw on the strut. Excessive preload will induce additional bending moments in the tower, while insufficient preload will prevent the strut from effectively restraining the tower’s horizontal displacement. The correct procedure is as follows: During installation, position the strut so that it just touches the tower and apply a slight pretension (to eliminate any gaps), then lock the adjustment screw in place. After attachment, measure the deviation in the tower’s verticality and make adjustments as needed.
Q: How can collisions be prevented when multiple tower cranes are operating simultaneously?
Answer: Measures to prevent collisions when multiple tower cranes are operating in close proximity include: 1) Height difference control—the height difference between the booms of adjacent tower cranes should not be less than 2 meters (taking into account the height allowance for the hook and slings); 2) Zoning of swing ranges—Define the primary work zones and no-overlap zones for each tower crane, and install electronic fences or mechanical limit switches on the tower crane’s slewing mechanism; 3) Collision-avoidance systems—Install tower crane collision-avoidance radar or infrared sensors (to detect the distance to adjacent tower crane booms; when approaching the safety distance, the system issues audible and visual alarms and automatically decelerates and stops); 4) Communication and Coordination—Establish a unified communication channel between the operators of each tower crane and the signalers to exchange position information. The standard requires that work may only begin after the collision avoidance system has been tested and confirmed to be functioning properly before each shift.
Q: What safety measures should be taken for tower cranes before a storm hits?
Answer: Upon receiving a storm warning, tower cranes should take the following measures: 1) Stop all lifting operations, raise the hook to its upper limit (to prevent the hook from colliding with the tower), and retract the trolley to its minimum outreach (for counter-jib tower cranes, retract the trolley to the base of the jib); 2) Release the slewing brake to allow the boom to rotate freely (wind vane effect), enabling the boom to turn with the wind to reduce the wind-exposed area; 3) For rail-mounted tower cranes, engage the rail clamps and install anchoring devices; 4) Check that all connection bolts on the guy wires are tight; 5) Close and lock the cab doors and windows; 6) Operators must evacuate the tower crane and must not remain on the crane. After the storm has passed, conduct a comprehensive inspection of the tower crane (for structural deformation, cracked welds, loose bolts, and foundation settlement); resume operation only after confirming there is no damage.

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