This Guide provides information on inspecting, testing, maintaining and repairing cranes in the workplace and supports the General guide for cranes.
This Guide forms part of a series of guides and information sheets for cranes that includes information on:
As a person conducting a business or undertaking you have obligations under the Work Health and Safety (WHS) Regulations to ensure, so far as is reasonably practicable, workers and other people are not exposed to health and safety risks arising from the business or undertaking. This includes making sure cranes at your workplaces are inspected and maintained.
A preventative inspection, maintenance and testing program will help ensure a crane is safe to use. Inspections and maintenance should be done in accordance with the manufacturer’s instructions or,
if these are not available, a competent person’s specifications or according to relevant technical standards and engineering principles.
Checklists for the inspection and testing of tower and mobile cranes including for major inspections and tower crane pre-erection and commissioning inspections are at Appendix A.
Before operating a crane a pre-operational check should be completed by a competent person.
An appropriate log book should be used to record the condition of the crane.
Regular inspection, maintenance and repair are to be carried out in accordance with the manufacturer’s instructions or those of a competent person. For inspections, if this is not practicable, they must be completed at least annually.
Cranes should be routinely inspected and tested even if they are not operated regularly. This is because the crane may have deteriorated through corrosion or be damaged.
Routine inspections can take place weekly, monthly or quarterly and should include an inspection of:
A written report should be prepared when the inspection is finished. If replacement parts are needed as
a result of the inspection, these parts should meet the original part’s specification.
If a crane has been damaged and there are risks to health and safety, it should be immediately taken
out of service and people prevented from operating the crane. If the crane needs to be operating during maintenance or cleaning, risk control measures must enable this to occur without risk to health and safety.
Regular inspections must be carried out in accordance with the manufacturer’s instructions or those of a competent person or, if this is not reasonably practicable, annually.
An annual inspection may be less comprehensive than a major inspection. It should include every item specified by the crane manufacturer for annual inspection and every item included in the routine inspection and maintenance programs.
Annual inspections should include a detailed check of:
Where a tower crane owner is aware a crane will be erected when the scheduled annual inspection falls due, the owner can choose to carry out an annual inspection before erecting the crane or during the pre‑erection inspection.
A major inspection must be completed for registered mobile and tower cranes. Non-registrable mobile cranes and bridge and gantry cranes should have a regular ‘major’ inspection completed so that they continue to be safe to operate.
Major inspections must be carried out at the end of the crane’s design life, as determined by the manufacturer’s instructions, or if these are not available, as determined by a competent person to meet the same minimum requirements established by relevant technical standards.
If it is not reasonably practicable to inspect a crane according to either of these, you should inspect the crane at least every 10 years from the date the crane was first commissioned or registered, whichever was first. This must include inspection of the structure as well as mechanical components.
Major inspections must be carried out by, or under the supervision of, a competent person who:
Appendix A lists some items to be inspected during a major inspection for tower and mobile cranes. Some of the items may not apply, for example where the item does not exist on the crane. The full list
of items to be inspected must be determined by a competent person.
Completion of a major inspection does not indicate that the components inspected will have a further
10 year life. It should not be assumed that the items included in the list only require inspection at 10 yearly intervals. Items will require some type of inspection and maintenance at more frequent intervals, for example at annual and other inspection intervals, according to the crane manufacturer’s instructions.
Where there is documented evidence that inspection and testing has been carried out on certain items, for example slew ring bolts, drive systems and braking systems, within a reasonable preceding period
(as determined by a competent person) the item may not have to be stripped down in the major inspection. The competent person should still inspect the safe operation of the item to certify it is operating safely and document the reasons for the decision.
The checks, adjustments, replacement of parts, repairs, inspections performed and irregularities
or damage concerning the unit’s safe use must be recorded.
Inspection records should include a statement from a competent person confirming the item of plant has been inspected and is safe to operate.
Inspection records should include:
Tower crane components should be inspected and tested by a competent person according to the manufacturer’s instructions before being delivered to the workplace and before being erected.
Where a tower crane owner is aware a crane will be erected when the scheduled annual inspection is due, the owner may consider carrying out an annual inspection during the pre-erection inspection.
Crane owners should develop their own pre-erection inspection and test report that satisfies the requirements of the WHS Regulations and the manufacturer’s instructions. The report should also reflect the specific type and model of crane and reference relevant design drawings and test certificates.
Commissioning inspections and test should be carried out by a competent person according to the manufacturer’s instructions before a tower crane is put into service.
Non-destructive testing (NDT) is the testing of materials to detect internal, surface and concealed defects, cracks, breaks or gaps using methods which do not damage or destroy the material being tested.
NDT must be carried out by a competent person having suitable knowledge and experience in NDT methods and being able to determine the appropriate NDT method for the component being tested.
When using magnetic particle NDT to detect cracks in metals remove the paint from the metal surface. This is not required for Eddy current NDT.
NDT of specific tower crane components should take place according to the manufacturer’s instructions and at set intervals, for example pre-erection tests and major inspection. Table 1 indicates some common minimum frequencies of NDT for particular crane components.
Table 1 Minimum frequency of NDT for particular crane components
Component tested |
NDT description |
NDT frequency |
Boom clevises |
Crack test |
Pre-erection |
Counterweight sheave bracket welds – moving counterweights only |
Crack test |
Pre-erection |
Cruciform welds – luffing cranes only |
Crack test |
Pre-erection |
Butt heal bosses – luffing cranes only |
Crack test |
Pre-erection |
Band brake welds |
Crack test |
Pre-erection |
Slew ring bolts – where slew ring has to be split at disassembly |
Crack test minimum 10% bolts |
Pre-erection |
Tower bolts (where applicable) |
Crack test minimum 10% bolts |
Pre-erection |
Boom lacing welds |
Crack test minimum 10% |
Pre-erection |
Tower sections |
Crack test minimum 10% |
Pre-erection |
Aluminium sheaves |
Crack test |
Pre-erection |
Slew ring bolts – slew rings |
Crack test bolts |
5 years |
Boom chord thickness |
Material thickness testing |
10 years |
Slew ring |
Crack test |
10 years |
Hydraulic luffing cylinder gland nut |
Crack test |
10 years |
Hydraulic luffing cylinder and ram-rod ends and caps |
Crack test |
10 years |
A-frame – connector welds on primary chords |
Crack test |
10 years |
A-frame lacing welds |
Crack test minimum 10% |
10 years |
Hook |
Crack test |
10 years |
Welds on hook trolley |
Crack test |
10 years |
Booms on non-self-erecting tower cranes are connected by pins passing through male and female clevises on the ends of each boom section. Every weld on male and female clevises on the ends of every boom section should undergo NDT before each crane erection for non-self-erecting cranes. Magnetic particle testing is the usual method used for performing these tests.
Counterweight sheave bracket welds, butt heal bosses and welds in cruciform area on luffing crane booms are known to crack and should also be crack tested by NDT before each crane erection.
Older designs of luffing tower cranes use band brakes. On some of these cranes the steel band is welded to an end fitting that has a pin passing through it. These welds have been known to crack.
You should crack test the weld between the band and the end fitting by NDT before each time a luffing tower crane fitted with band brakes is erected, keeping in mind there may not be a weld on some brake bands.
The integrity of slew ring bolts is critical for making sure both the machine deck and boom remain attached to the tower. Once removed, slew ring bolts should be replaced unless the manufacturer’s instructions state they can be reused. If bolts can be reused they should be tested.
For tower cranes where the slew ring needs to be split each time the crane is moved, NDT 10 per cent
of slew ring bolts is suggested. Bolts to be tested should be selected from the slew ring by a competent person. Complete removal of the bolts from the slew ring and use of magnetic particle testing is recommended. If cracks are detected, bolts should be discarded and replaced with new bolts.
Tower bolts or pins are a critical part of the crane and permit the effective transfer of load from the crane boom to the crane base. Tower bolts or pins can become damaged and their effective life can be reduced if the bolts are either under or over-torqued. Some tower bolts are made from extremely high grade steel and can be more susceptible to cracking.
Unless the manufacturer’s instructions state tower bolts can be reused, they should be replaced. If bolts can be reused, crack test a minimum of 10 per cent of tower bolts by NDT before each crane erection.
If cracks are found, tower bolts should be discarded and replaced with new bolts.
A system that makes sure tower bolts or pins are tested over time is preferred. However a random system of testing can also be used. The tested bolts should be identified by a method that does not damage the bolt.
Steel lattice-type tower crane booms can be prone to internal and external corrosion affecting the thickness of the boom. The thickness of the chord wall can be reduced through abrasive blasting of the boom.
Main chord sections on tower crane booms should undergo thickness testing at intervals not exceeding 10 years. Ultrasonic thickness testing is one method of verifying the strength in the chords
of the boom.
Review chord sections for structural adequacy when the thickness is shown by testing to be 90 per cent
or less than 90 per cent of the original thickness.
The following technical standards provide further information on inspecting and maintaining cranes:
Pre-erection inspections / tests |
Commissioning |
Major inspection |
Once the tower crane components have been delivered to the workplace they should be inspected by a competent person for possible damage and wear that may have occurred during transport. Inspections should include:
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Major inspection |
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Source: https://www.safeworkaustralia.gov.au/system/files/documents/1703/guide-to-inspecting-and-maintaining-cranes.docx
Web site to visit: https://www.safeworkaustralia.gov.au/
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