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#1 Posted : 21 April 2006 14:56:00(UTC)
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Posted By paul harman Can somebody let me know whether i can insist that our scaffold contractors submit calculations for all types of scaffold they erect for us or just the ones that fall outside of the NASC guidlines on Basic Scaffolds. Regards Paul
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#2 Posted : 21 April 2006 15:30:00(UTC)
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Posted By Salus Paul, why would you want to?. Clients, PC's or their subbies should be employing competant persons only. Don't make hard work for yourself or your contractors, just follow the NASC guidelines, WAH regs and the contruction regs
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#3 Posted : 21 April 2006 15:34:00(UTC)
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Posted By paul harman Thanks Silus but in light of the scaffold collapse last week dont you feel it prudent to cover ones backside Regards pAUL
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#4 Posted : 21 April 2006 16:07:00(UTC)
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Posted By Frank Hallett Paul - I suspect that you are already aware that the duties of the Designer in CDM can be very easily applied to those who design a scaffold in exactly the same way as the duties of the Principal Contractor can and are applied to the entity that organises and should oversee that scaffold design and erection. Watch the HSE web-site for hints about the CDM consultation and where it might go now. Frank Hallett
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#5 Posted : 21 April 2006 16:21:00(UTC)
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Posted By Salus Hi Paul, I do not think that H & S is about that, it is about knowing what is happening, how to make it safe (not necessarally complying with all relative regs), try to prevent any bad injuries (take care of the big hazards/risks first), having confidence in yourself and taking on your responsibility (lots of other as well), as they say "measure twice cut once". Just do your job to your contract of employment. Incidents of the nature you mentioned are already in progress long before anything physical happens, normally instigated by a clients or PC's procedures from tendering stage through to completion, these are also compounded by programme and cost. If you do your job you are covering your mule/donkey/ass have a good weekend.
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#6 Posted : 24 April 2006 11:11:00(UTC)
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Posted By Brian Dunckley Paul Their is nothing to stop your organisation having a policy that requires all scaffolding supplied to have calculations and a drawing, this will ensure that you have some knowledge of what is being supplied and provide a check for the inspection prior to handover. You will find it useful to issue a scaffolding specification stating what your requirements are. We have adopted this practice in one company within our organisation and it has made life a lot easier. I came into safety following 16 years as a scaffolding engineer where one major frustration was clients who did not know what they required the scaffold for. Brian
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#7 Posted : 25 April 2006 12:04:00(UTC)
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Posted By garyh Normally only load bearing scaffolds (rather than standard access scaffolds) require formal design. Be carefull about policy on requiring designs every time - OK when you put up a few, how about when you require many scaffolds? Or short term (scaffold is put up, job done, scaffold dismantled all within a short time). You need to consider the value of the extra paper work etc. For normal access scaffolds you depend on the competence and training of the workers and supervision. Don't make life hard for yourself!
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#8 Posted : 25 April 2006 12:55:00(UTC)
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Posted By ian mcnally Hi Paul, I was actually looking for info on satellite navigation policies but couldn’t resist to chip in when I saw your posting. Clearly you are already aware the WAHR and probably schedule 3 part 2, where; Additional requirements for scaffolding requires; 7. Strength and stability calculations for scaffolding shall be carried out unless – (a) a note of the calculations, covering the structural arrangements contemplated, is available; or (b) it is assembled in conformity with a generally recognised standard configuration. It would have been reasonable in the past perhaps to consider the old BS5973 as such standard configuration but this we know was replaced back in 2004 by the EN12811. This, among other things requires unimpeded access and simplistically to do so needs the ledger bracing removed and so needs to be strengthened in some other way. As a result, the NASC produced TG20, a good document I thought. Mind you, I haven’t seen many contractors comply with it yet, I do accept that it is only guidance and not law. In fact, one scaffolder working for us told me a couple of months ago that they had been told by the HSE that they could still follow the old BS5973? I rang an HSE sector specific inspector who confirmed this was their position although has not yet formally replied to my request for clarification via email. I still insisted that calculations were provided much to the annoyance of the contractor who will no doubt try to charge us extra. This is where things get a little interesting. There has been a great deal of debate between the HSE and NASC, as a result the NASC published only last week the following……..take a look at this link. http://www.nasc.org.uk/latestnews.shtml So having read all this it would appear the current view is possibly; the old BS5973 will still be acceptable in compliance with the WAHR but only providing we amend tie patterns and additional bracing (so the BS5973 in it’s current form won’t really do after all then?) ………and over the medium term migration to EN12811 is sought – what does that mean? No mention of the unimpeded access problem? Clear as mud eh.! I wonder if the outcome of the Milton Keynes investigation will change things? My advice for an employer who is erecting complex scaffolding or anything over 3 lifts high would be to get those calculations which are a legal requirement after all! Best of luck. Ian
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#9 Posted : 25 April 2006 13:10:00(UTC)
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Posted By peter gotch Paul, Not convinced that getting drawings and calculations for basis structures is going to be of much benefit. It would tell you that if erected as designed capable of withstanding intended loads. But should the client be checking every element of the structure? Further, it only tells that it is OK when erected. My suspicion in relation to MK collapse, is that the scaffold may not have been OK as erected, but that other issues exacerbated the situation, e.g. perhaps removal of the odd tie, overloading etc. The reality is that BS5973 is tried and tested. No need in my opinion to reinvent the wheel. Regards, Peter
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#10 Posted : 25 April 2006 17:07:00(UTC)
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Posted By Liam Mc Conalogue Paul, I see why you would proceed with caution after MK, but this firm was already "red carded" by the HSE. I would take all reasonable steps when appointing a sub-contractor to ensure that they are fully competent to carry out their duties safely, which can be checked easily enough. If you get into the calculations you will need to be there to monitor them from start to finish and even then when someone removes an item here or there, which lets face it does happen, the calculations will have been affected. You could have quite a job on your hands if you go down this road but if you do I would be interested in hearing how it went regarding time and costs. Liam
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