WorkSafe Victoria recently issued a safety alert about the importance of managing risks associated with precast piling operations.
The alert was issued following an incident in which a 4.5 tonne precast concrete pile recently struck a piling rigs leader (mast) when the lifting chain failed.
The way in which the lifting chain was rigged to the pile resulted in the chain being stressed beyond its lifting capacity.
The pile was lifted using a single leg chain sling, with a master link at each end, wrapped in a choke hitch around the pile.
The incident occurred as the pile was being lifted from the ground into a vertical position, before securing it into the hammer helmet of the piling rig.
No injuries were sustained.
The alert said poor planning and inappropriate lifting techniques in piling foundation work, can lead to loads being dropped from height, colliding with plant or people and causing serious injuries and even fatalities.
Some common examples of safety issues when lifting and pitching a pile are:
When using a choke hitch, the angle of the lifting chain at the legs of the choke hitch can become very shallow. As the angle between the vertical leg of the chain and the leg of the choke hitch decreases below 120°, the tension in the chain increases.
This may lead to an overstressing of the lifting chain beyond its capacity, causing it to break suddenly. For example, when the angle between the vertical leg and the choke hitch leg is 100° (as shown below) the tension in the chain is almost three times the weight of the load being lifted.
When using a single leg choke hitch, the master link of the lifting chain exerts high stresses onto the chain link that passes through it. If the piles being lifted are all of similar size, this link in the chain is repeatedly placed under high stress, which can cause the chain to suddenly fail.
If the base of the pile is dragged along the ground towards the piling rig, additional forces are introduced on the load which can cause the lifting chain to be stressed beyond its capacity.
The alert said there are a number of recommended ways to control risks:
Ensure the rigging arrangement is carefully planned by a person with suitable training, experience and knowledge.
Ensure the necessary load factors and rigging capacity derations have been taken into consideration and that the chains rated capacity is not exceeded.
Cast in lift points
Wherever possible, include a cast in lift point in the design of the precast piles, instead of relying on a choke hitch to lift the pile.
Ensure the lift point has been designed by a suitably competent engineer.
Ensure the lift point is adequately rated to lift the entire weight of the pile, while taking into consideration the dynamic forces.
Ensure the lifting equipment has been verified as compatible with the cast in lift point.
Regularly inspect lifting equipment and remove any damaged or worn equipment from service.
Ensure that exclusion zones are always set up around the piling operations.
Where it has been determined that it is not reasonably practicable to have cast in lift points, then a choke hitch may be used to lift and pitch the pile. If using a choke hitch to lift and pitch the pile:
Ensure a detailed rigging plan has been developed that clearly identifies the capacity of the lifting equipment (including any derations) and the tension in the lifting equipment.
Use an endless chain rather than a single leg chain, wherever possible. The endless chain will distribute the load more evenly between the chain links, avoiding repeated stressing of the individual chain links during lifting cycles.
Before each lifting cycle, inspect the chain for any linkage damage and ensure that the inspection is documented.
Attach a secondary choked hitch as a safety precaution. This secondary chain provides added protection in the event that the primary lifting chain fails. The secondary chain should only come under tension in the case of a failure of the primary chain.