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HSE Scaffold Information Sheet: Up-dated 30/07/08
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Posted By juliamgray Garry
We are not disputing this fact. What we all want to see is more main contractor involvement at a specialised level. I.E Some one with a scaffolding background working either for or with the individual site as a specialist advisor who can spot all the inadequacies of these firms and make sure they provide the service and training they say they are. Surely this makes sence? A specialised Advisor/coordinator. who can Identify the needs of the client and allied trades and make sure that they get what they pay for. Just a thought.......
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Posted By Garry Adams juliamgray
No dispute...we are in total agreement that Principal Contractors should make provision to engage a 3rd Party with the Specialism expected from a Professional.
Offshore Turnkey and Asset Management Facilitators have identified the value and advantages of engaging 3rd Party specialists. Perhaps, the Principal Domestic and Commercial Construction Organisations may consider adopting the same Policy.
Garry...
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Posted By juliamgray We Can but hope Garry.
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Posted By Gerry Marr I am with you all on that.
Gerry
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Posted By Paul Bourne juliamgray/gerry/garry
I agree with all that you say, but is there something we seem to be overlooking?
I don't want to tar all scaffold firms with the same brush, I spend many hours of every day making sure that we HAVs monitor, inspect our harnesses, provide all the required training, provide and explain method statements, risk assess specific tasks, check all cisrs cards, pull test anchors,providing technical guidance such as SG4:05, TG20:08, etc, etc. Thanks to my management for providing the funds.
We also use an independent safety advisor who visits our jobs and reports back to us and the main contractors we work for. I would we come into the pro active mould.
We are also in the process of applying for membership to the NASC, which looking at the membership application is quite a stiff audit. As our so called governing body does anybody think that they should be more pro active in policing these rogue companies, members or not?
I come across many package managers, main contractors, site agents who rely heavily on our expertise. Maye much stiffer penalties for those who don't comply, but this normally only comes to light when an accident has already occured.
Me personally would like to see these firms punished severely, the days of lobbing up a scaffold in shorts bare chested and wearing a tool belt are over,. The sooner my industry realises this the better. sorry to those who do make the effort.
Paul
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Posted By Garry Adams Paul
Ah yes,I can remember the good old days,Iv still got the scars, I have served the Scaffolding Industry since 1972, Pre and Post HASWA, Pre and Post CITB. On reflection the working practices then would be totally out of compliance now.
Anyway...Back to the business at hand, with regard to Renegade Scaffolding Outfits and the control measures to bring then to heel or irradiate them entirely. My strategy would be to deal with the Renegades as a Risk...after all that is exactly what they are, therefore, Principal Contractors should apply the Hierarchy of Control Measures.
Another Control Measure under consideration could include using the Offences Act 2008, Custodial and or Maximum Punitive Penalties. Perhaps Gerry would like to comment on this one, Gerry Posted a thought provoking thread on the 11.01.09, which invited comments on the Offences Act 2008 and which came into force this week, Gerrys Thread can be found on page 4.
As for Regulating the Renegades...its the right way or the highway...shape up or ship out.
Garry...
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Posted By al wood garry
i agree with what you are saying and all the selection criteria is covered by the CDM regs and the principle contractors PQQ process.
BUT and a big BUT some of the so called better scaffold companies out there whom are members of the NASC, have there own in house designers and safety professionals on board just dont do what it says on the tin.
by this i mean they have all the correct accreditations, submit the correct paperwork etc etc but when it comes to actually doing the job on site there attitude completely changes and the safe system of work goes out the window.
yes the principle contractor has the ultimate responsibility for supervision on site but the individual has to be held accountable for his own actions or inactions.
my own way of dealing with scaffolders now is that if they are not clipping on when they should be they are removed from site immediately, his company informed that he will no longer be allowed on any of our sites, and the company concerned are invited in to discuss the issue.
al w
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Posted By Garry Adams al
With regard to the generation of CAD Scaffold Design Working Drawings...I have commented on this issue on the 9th Posting on this thread and discussed this topic indepth on various other Posts, however, I would like to take this opportunity to comment further.
As discussed previously, In my personal experience,Scaffold Design Engineers are recruited from the Faculties of Structural Engineering and Mechanical Engineering and have achieved the appropriate Degree of competency/capability which entitles them to verify the calculations and stipulate the configuration, tie pattern matrix, ect that accompany the Working Drawing.HOWEVER...again, this is only my personal view...the Design Engineer lacks hands on practical experience to fully appreciate the pit falls that may arise during the erection process,perhaps the Design Engineer may benefit from an on-site pre-task analysis coupled with a hands on appreciation of Scaffolding Procedures and Erection Techniques. I have viewed Drawings generated by Engineer's that have never left the comfort of their Office...for the Scaffolder to erect the Structure to the Drawing parameters he would require feathers not skin...I am not implying that all Working Drawings are inadequate..however, generating a Working Drawing without having at least an appreciation of the subject...is like washing one's feet with one's socks on.
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HSE Scaffold Information Sheet: Up-dated 30/07/08
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