Rank: Forum user
|
Hi all,
Has anyone had any experience with asbestos enclosures, in particular the gap that is created in the scaffold platform with the pipework running through it, once the asbestos lagging has been removed?
We have an issue, when lads are cleaning the asbestos lagging off, putting their foot through the newly created gaps. We thought of covering the gaps with ply, but cant secure them down as this will breach the enclosure.
Has anyone had any experience, or could think of a possible solution?
Much appreciated.
|
|
|
|
Rank: Forum user
|
The area could have been plyed over the platform before sheeting with 100 guage polythene. Ae the pipes coming up from underneath you (vertical) or through your work area horizontally?
It would be safer to have got the licensed scaffolder to ranch out the whole of the area completely then split the total area into phases so asbestos can be safely removed with suitable air changes. It's more manageable but ften more expensive, particularly as you will have to have one 4 stage clearance for each phase (therefore dragging the analyst back each time). If the pipework runs horizontally its much easier cot a circular hole in the poly and tape around it to create a seal. I would always have a negative pressure minitor connected near the wall where the pipe leads through and have your third man checking this for leaks. Make sure it is smoke tested regularly.
|
|
|
|
Rank: Forum user
|
PS Sorry for the spelling errors above!!!
|
|
|
|
Rank: Forum user
|
The pipework is running vertically.
The platform is close boarded to the pipework (with a 6" gap for removal of lagging), so initially there isnt a problem. The problem comes once we have removed the lagging (6") thus creating a 12" gap.
|
|
|
|
Rank: Forum user
|
I was wondering if there's anyway you scaffolders could have sorted some sort of inspection chamber below it and you could build a mini enclosure with a viewing panel? It's hard to say without seeing it. Sorry that does not help!
|
|
|
|
Rank: Super forum user
|
Noting that I know little about the actual job so here goes:
I think that you have discovered your problem. All you now need to do is answer it and move on from there e.g. as holes are made that should be immediately covered - This is not a hard thing to do provided its planned in from the start e.g a proactive suitable and sufficient RA with S&S method statements forms a S&S work plan
If this is an afterthought you may need to pay more to get these holes filled in as they are made
|
|
|
|
You cannot post new topics in this forum.
You cannot reply to topics in this forum.
You cannot delete your posts in this forum.
You cannot edit your posts in this forum.
You cannot create polls in this forum.
You cannot vote in polls in this forum.