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Posted By Daniel R Riley
The company i work for is involved with heavy engineering maintenance work. Part of our work is to repair large storage tanks. These tanks store such products as fuels, etc. We are planning a job to replace the existing roof of one of these tanks. The roof has been inspect and has a minimum thickness of 2.5mm; therefore is it suitable to walk on. The roof is at a slight angle in a cone position.
The process involved is to remove a large section of plate (approx 2.5m x 6m) by oxy/acetylene cutting, grind the area up and replace a new piece of plate and tack weld it down. The process is then repeated. The problem we have is fall protection. We have looked at various methods and have had specialist companies in to show is different methods. The type we had agreed on involved two wires anchored at the cone of the roof and at the edge with fall restraint runners attached and a back up winch to lower any potential fall victims to grade.
The client has now told us the tank will be full of water so the operatives can wear fire retardant life jackets and have a safety boat positioned inside the tank ready for rescue. A platform will be built down into the tank ready for retrieval and a winch system incorporated. A winch system will also be built on the side of the storage tank so anyone who has been injured can be lowered to grade by the on site emergency response team.
My concern with this is do we still need some sort of work restraint system to prevent them falling into the hole or does the hierarchy of controls work for this system, i.e. a collective measure (water instead of netting for instance). I have not fully researched this yet but I’m not sure how compatible a life jacket and a safety harness are. Another issue is that the roof is supported underneath by steel beams which potentially could cause injury if someone fell.
Does anyone have any ideas of similar tasks with fall protection in place? Will the use of life jackets only be acceptable? Any help would be greatly appreciated.
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Posted By Dave Merchant
Restraint is always preferred if possible, and in your case it's possible.
Falling into water may sound reasonably safe, but it's a very last-resort approach to safety for a whole heap of reasons (a lifejacket may keep you afloat, but you can break your neck hitting the surface long before the thing inflates).
I'd also be bothered about the boat crew - by the sounds of it they're sitting in a confined space while someone above them sprays down cutting waste and interesting fumes. You could also imagine the Murphy's Law situation where the worker falls onto the boat.
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Posted By Ron Hunter
I'm tempted to suggest overcladding existing with new purpose designed roof sections, substantially built at ground level then craned up. New fixings to steel work made from reach MEWPs.
Saves a lot of faffing about.
The above is much closer to the heirarchy required by the WAH Regs.
Knowing my luck,otherwise the guy would fall into the rescue boat, knocking out the rescuers, then bounce into the water, or else those below get knocked out by falling grinders or cutting equipment!
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Posted By Ron Hunter
Or is the "roof" part of the vessel?
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Posted By Daniel R Riley
Thanks for your responses.
The operative will not be sat in the boat but will be at the platform ready in case of an accident. The restraint option is the preferred option for us; however it is a little difficult as we will have to keep welding anchor points at various locations in order for the operative to access the full perimeter of the hole/new plate in order to restrained them correctly while burning, grinding and welding. This roof is 29m diameter and therefore will require something like 40 plates (a guess) which will require 4 anchor points for each to be welded and tested, which will then cause a major tripping hazard on the roof.
I have been thinking about using inertia reels as a back up however I understand they do not work past 45?. Obviously this is a fall arrest system and not a restraint system but we are trying to think of the best protection possible at the same time as giving the guys freedom to move around all the sides of the hole/plate. When lowering these plates in with a crane we need four employees to steady it into position. Another problem with this is if they do fall then we will need to either winch them up or cut the wire in order to retrieve them from the water. This does not seem a good idea to me.
The roof is a fixed structure, part of the vessel and such a size and weight it cannot be done on the ground and lift on. The welding alone on this job will take approximately two to three week once the new plates have been laid.
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Posted By Mitch
Daniel,
Is the tank already filled with water or is it to be filled for purging? If it is the latter why not scaffold and net internally (before filling) and erect an edge platform and hand rail externally? Also on prefabricated steel housing I have always used recessed tapped block and dynamic eyebolts fabricated into the structure during manufacture to eliminate trip hazards.
Mitch
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Posted By Daniel R Riley
The tank has not yet been filled, but it is going to be filled shortly for a hydro-test. Basically we have repaired the floor so to test the integrity we fill it with water and monitor the levels. The filling of the tank takes at least two weeks and has a cost and time implication but it is already required so the client is trying to kill two birds with one stone. The scaffolding option was our first choice however the client is trying to save money (our feeling), the scaffold will cost approx £90,000 and every week the tank is out of service it costs them €500,000 a week. So they need a quick alternative that is safe. The recessed eyebolt idea is not really an option I don’t think as the roof plates are only 5mm thick. Thanks again for your advice
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Posted By Mitch
Daniel,
Got the bit between my teeth now, what about pontoons (I'll send you details) and magnetic lifting block?
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Posted By Colin Reeves
Firstly I have to add a word of precaution - the following response is based on Merchant Shipping legislation, NOT the Health & Safety at Work etc Act 1974 which does not apply to shipping.
A lifejacket is designed such that when a person falls into the water, they are turned face up, whether concious or unconcious. Anything which would interfere with this righting action would be inappropriate. A fall arrest system in normally fitted to the back and would have a degree of tension remaining when the person falls into the water, this will tend to try to keep the person face down .....
However, the recommendation in the Code of Safe Working Practices for Merchant Seamen (the equivalent of an ACoP) shows in para 15.2.3 that the preferred option is a fall restraint and a buoyancy garment - these are not lifejackets and are designed to work in conjunction with a fall arrest system.
http://www.mcga.gov.uk/c4mca/coswp.pdf
Colin
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Posted By Ron Hunter
I wonder if the existing roof is strong enough to take temporary limpet anchor points. I guess you'll have a crane on the job, wouldn't be difficult then to keep these repositioned in advance of the job, following a planned sequence of plate replacement. I think this job is about fall arrest and mitigating the effects of falls, and you'll need a rescue plan in place.
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Posted By Daniel R Riley
I really like the pontoon idea, I’m sure there will be a cost implication with this but it would provide a good solid platform for us to work from. I have not had any experience with magnetic lifting blocks but I will research them.
The fall restraint with a buoyancy aid would be the best option if the client will not pay for the floating pontoons; we will have to weld anchor points around the area to restrains the employees. We are looking at having rope access men to carry out any rescues. We have also been recommended that the rope access team can install safety netting which can be covered by fire blankets to protect them from the burning of the plates. There is still a lot to consider with this option though.
Ron do you have any information on temporary limpet anchor points, as I am unfamiliar with these? The roof is not structurally sound though as at some areas are corroded down to 2.5mm thick.
We have in the past used a specialist company to carry out work on similar roof types for patch work, these guys are ropes access specialists who can weld and burn, etc. The problem with this is that they do not have the expertise to re-build a full tank roof. Again thanks for the great response to this thread.
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Posted By Mitch
Daniel,
When discussing this with the client remember the risk hierarchy and that you may find yourself in a position justifying 'reasonably practicable'.
Mitch
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Posted By Daniel R Riley
Thanks Mitch,
I have discussed this with them on one occasion and they are trying to interpret the hierarchy different to how I do. They are saying that by providing water as a safe guard this is above that last resort of PPE. The way I see it is they have to prevent our employees from falling in the first place which just by having water in place obviously does not do this. At the moment we are thinking about walking away from the job as the risks out way the profit. We really would like them to build a scaffold and the use fall restraint to prevent the fall. If they built a scaffold with one or two dance floors (smaller raised levels) you can limit the fall to no more than 3 feet. This obviously still presents hazards but I would feel much more comfortable rescuing someone from a fixed platform 3 feet down than from a tank full of water possibly 12 feet down. The problem with the scaffold is entirely cost/time, I don’t think the HSE would agree that a scaffold was not the best solution if an accident occurred.
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Posted By Dave Merchant
The 'PPE is last resort' argument doesn't strictly apply to work at height, now the WAHR has a system based on the *format* of protection rather than the equipment used to achieve it:-
Avoiding the fall risk entirely is better than everything, but in your case is not possible.
Collective fall prevention (edge rails) come next, but again are not possible in your case.
Then you have PPE in three stages:-
Restraint is better than work positioning, which is better than fall arrest.
Finally, you have management and training (as for example when using portable ladders).
A restraint system, using 'PPE', is vastly safer than anything which uses fall arrest even if it's a collective system - and in your case the water is NOT the safety system. The lifejacket is. The *water* is just another hazard, so your colleague is wrong - you're replacing one PPE system with another, and the lifejacket is a far more dangerous choice.
You certainly don't need anchors for every patch you're cutting - a surface up to 50m diameter can easily be worked with three or four restraint ropes fixed to anchors (the same anchors) at the *edges* of the roof, so the worker sits at the centre of a spiderweb of semi-taught ropes - whichever way he tries to move, one rope stops him. If your tank has edge rails you can probably use them to anchor the ropes to, and not even need to have a tested point installed (restraint, by definition, stops anything more than a bodyweight of load on an anchor point no matter what the user does and so has very low anchor strength requirements). There are many devices which allow adjustment of rope length via sliding grips on the (fixed) rope - Rocker, Stick-run, etc., and this technique is used by thousands of people for building repair, telecoms, firefighting etc.
It'd probably cost less than £200 for the entire kit, and there'd be no need for anyone to be in the tank (boat or otherwise), as even if the worker threw himself into the opening, the ropes would prevent him from falling more than a foot or two. Pull the string; out pops the welder.
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Posted By Daniel R Riley
Thanks very much for all of the responses, it has been a great help. I will write back after we have put some of the ideas over to the client to see what they will agree with.
Thanks again
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Posted By patrick carr
HI
What a excellent thread, the information and knowledge there was a pleasure to read.
Great work guys
regards
Paddy
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