Good answers :bigsmile:
The only thing with that is a lot of sites will not have the room for stairs, most don't have room for external ladder towers. I have seen ladders placed back to back on multi use scaffolds & on a job like that I would tend to stagger the ladder access to reduce the risk of items falling through.
We know you should have only two working lifts etc, but in the real world all lifts are used, so If you plan for that situation then you should stagger the access.
Thats the thing with scaffolding today, two many rules or perceived rules that sometimes the planning for use is not always the best or safest.
Also the issue of cost always plays a part.
Ragscaff
The point is nobody wants to pay for them Ragscaff, that doesn't mean you can't build them.
If a scaffolder on daywork knows that there should be a decent ladder access point ,with a gate or trapdoor or guard or whatever, and doesn't build one and just sticks the ladder up the side of the scaffold with no gate, he really shouldn't be doing the job, or he should get some propper training.
Its simply not good enough anymore to not bother, these are fundemental things, trainee stuff, if we as a trade want to be taken seriously we have to look as though we are serious and work to a tried method.
I know the SCCR wants to change things, and I agree to a certain point that there should be another voice as well as the NASC, but some of their safety guidance (SG) is based on sound knowledge and good practice. so why not embrace it ?
Sometimes when I read this forum the SCCR remind me of the "Peoples front of Judea" in the Life of Brian, when they are sitting around talking about "What have the Romans done for us" the NASC sg guidance have actualy done quite a bit for us as scaffolders, we may not like some of it, some of it is pointless (sg4:10) but there is no alternative at present.
I hope the SCCR will make the NASC think twice,but don't discount everything they have achieved just because of who they are. Making rules can be a double edged sword !
---------- Post added at 09:45 AM ---------- Previous post was at 09:32 AM ----------
Alrite Dangeruss, thanks for your reply, Seems to me scaffolding is about interpretations, I personally cant see a problem with singles to tie ladders with. On the course with Ken Cain He was pretty insistent singles cant be used anymore,having used them myself in the past I have noticed they have a tendancy to work loose. As for ladder access I can see both sides of the debate here. Some of the ladder positions on our site colide with the ledger bracing making it awkward for some of the trades to get their gear through,so that part wasnt too well thought out. It would be a bit of a mission for the company to alter the ladder points now,and no one complained,so Ive kept quiet. Can you tell me. the job has been set out with doublearms/bones 5 boards wide, Should the toe boards be on the transoms. I believe they should be,on my site they sit on the boards. a minor detail,curious??!!!
Frederik, If the scaffold company are using Redy-lok and there isn't any netting or Monarflex you don't need internal bracing except on the bottom lift and again approx every 24m. as long as its tied properly ( every other standard every other lift) I think thats what SGB claimed.
The dog bones were initialy designed to have toeboards sitting on the transomes on the outside, so Ii don't know whats gone wrong on your job mate.