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Last edited 26 Nov 2020
Avoiding crane collapses
This article originally appeared in The Structural Engineer in October 2015. It was written by Alastair Soane.
The deadly collapse in September 2015 of a large mobile crane onto the Grand Mosque in Mecca, Saudi Arabia, killed over 100 people and injured several hundred. Reasons for the collapse have not yet been determined or made public, although a possible contributory factor is said to have been a storm at the time.
There is a history of mobile and tower crane failures, and indeed there are websites detailing many collapses. In 2012, one of the USA’s largest mobiles collapsed at a refinery and there were four deaths. In 1999, also in the USA, the tallest mobile in the world, the ‘Big Blue’, collapsed during a lift at a stadium. Cranes have also collapsed elsewhere, including some in the UK, with fatalities, damage and disruption.
The report 'Preventing catastrophic events in construction', prepared by CIRIA and Loughborough University for the Health and Safety Executive (HSE) in 2011, covers many of the issues relating to ‘low-probability but high-consequence’ safety hazards by looking at:
- The types of catastrophic event which have occurred or which might occur during construction.
- The reasons for occurrence when there have been (or could have been) catastrophic events during construction, including an examination of the underlying factors.
- The controls which should contribute to an avoidance of a catastrophic event.
- Where the (UK) construction industry could improve.
- Collapse of permanent structures.
- Collapse of temporary works.
- Collapse of plant or equipment such as cranes.
- Tunnel collapse.
When an event can affect large numbers of the public, the risk analysis has to be particularly rigorous. Such cases might include a temporary structure collapsing onto a railway track with the possibility of causing a derailment, or temporary stages collapsing onto audiences.
Another class of risk is where a crane collapse could damage safety-critical equipment during the construction of, say, a nuclear power plant. If a crane could collapse, for whatever reason, then the surroundings would be subject to high levels of damage and people in the vicinity could face fatal hazards.
A major element of the risk analysis for any temporary structure, including plant, is the question of what consequences might arise from failure. If these could be catastrophic then appropriate actions must be taken to minimise them. Considering what constitutes a catastrophic failure demands an imaginative mind-set and the experience to know how circumstances might unfold. Learning from previous experiences is a sound attribute and it is best to have several points of view from different people as input into the process.
Risk analysis must not simply be a formality. If a risk of catastrophic failure is identified, then authoritative action is required with the aim of eliminating the risk. If this is not possible then, as with any risk mitigation process, steps must be taken to minimise the risk, including informing owners of adjacent facilities of the circumstances.
Such processes are used by major clients, such as railway undertakings and highways organisations, which are acutely aware of the consequences of a major failure. Their standards are imposed on supply chains and are subject to rigorous scrutiny. The temporary structures industry, which also deals with large and sometimes slender towers not unlike cranes, has in place systems for checking designs and installations to comply with best practice.
- Collapse of the crane – such incidents present signifcant potential for multiple fatal injuries, both on and off -site.
- Falling of the load – these events also present a significant potential for death and major injury.'
The Lifting Operations and Lifting Equipment Regulations 1998 (LOLER) emphasise that all lifting operations involving lifting equipment must be properly planned by a competent person, appropriately supervised, and carried out in a safe manner.
All crane operators, and people involved in slinging loads and directing lifting operations, must be trained and competent. The Occupational Safety & Health Administration (OSHA) of the US Department of Labor similarly identifies the major causes of all accidents involving cranes as: contact with power lines, overturning, falls, and mechanical failures. Its Compliance Directive for the Cranes and Derricks in Construction Standard gives comprehensive checklists for lifting operations.
Elsewhere, there is a great deal of advice available from crane manufacturers, from contractors, and from trade bodies such as the Construction Plant Hire Association in the UK. The common themes, as set out by the HSE, are:
- Planning lifting operations.
- Having safe systems of work.
- Supervision of lifting.
- Thorough examination of equipment.
It is known throughout the industry that crane failures occur. It is known that they can and do collapse. It is known that some collapses have catastrophic consequences. Why then, despite legislation and advice, does this continue to happen? Cranes are large, unwieldy, temporary structures functioning under site conditions and are expected to function with reliability and safety.
SCOSS uses the three Ps to categorise risk: People, Product and Process. With most crane operations the people are trained, the product is sound, the correct processes are followed, and there are no problems. When there is an issue the product and process probably remain the same, but there may be a human factor involved. Diligent risk analysis, training, and the application of best practice are the principal keys to protecting operatives and the public from low probability, high-consequence catastrophic events.
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