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Safety Geek  
#1 Posted : 31 May 2016 10:09:00(UTC)
Rank: Forum user
Safety Geek

Good morning all, We have a new project coming up soon where we will be installing multiple levels of block and beam flooring. We are trying to work out the best measures to put into place for undertake the work safely but also have the right emergency arrangements in place should someone fall through the beams to the floor below. I'm currently undertaking a risk assessment but wondered if there was any published guidance on the safe installation of the block and beam system? Thanks SG
Ron Hunter  
#2 Posted : 31 May 2016 13:27:11(UTC)
Rank: Super forum user
Ron Hunter

You've also hundreds (thousands?) of blocks to consider- they are also subject to gravity. Not much help I know, but what little there is on Youtube suggests there are considerable manual handling issues to resolve too. I'm assuming you're talking about concrete blocks, and not lightweight insulation block.
Alfasev  
#3 Posted : 31 May 2016 16:00:57(UTC)
Rank: Super forum user
Alfasev

It is difficult to comment without knowing more details and if it is high rise it’s a totally different challenge. I would use a crash deck system just below the block and beam with scaffolding providing edge protection. Some prefer nets and bags but do not be tempted to default to fall restraints/arresters. I’ve seen MEWP used with precast floor but cannot see how they can be used for block and beam. This may help:- http://www.precastfloors.info
HSSnail  
#4 Posted : 01 June 2016 11:51:59(UTC)
Rank: Super forum user
HSSnail

I will admit my knowledge of CDM is limited but is the safe installation of this flooring not something that should have been considered by the Architect/Principle designer before the construction technique was specified?
Ron Hunter  
#5 Posted : 01 June 2016 12:56:07(UTC)
Rank: Super forum user
Ron Hunter

Interesting discussion point, Brian. I've limited knowledge myself as to the potential application of this flooring, and I've never seen it used above ground level (the heavy concrete block stuff that is). From a CDM perspective, the Designer needs to be satisfied that there is a safe way to build, and CDM guidance and the regulator are at pains to point out that it is not the purpose of CDM to restrict or constrain the ingenuity of design. Work at height and falling objects might be considered a ubiquitous risk in construction, risks the designer can justifiably leave to the competent contractor to mitigate. The manual handling element however might suggest a pre-cast section design? A wee bit more background on the Project rationale would be useful.
James Robinson  
#6 Posted : 01 June 2016 14:37:14(UTC)
Rank: Forum user
James Robinson

Top down, or bottom up. You need to get back to the designer/architect/supplier on their suggested install method (though you may find that this is not acceptable, and then have a discussion on what your modified approach is and if it is acceptable to them). Just remember that "point loading" on these types of floors is critical, and something as simple as a loaded scaffold can "punch through" a block - including after a screed is placed on the top. Have used them in the past for multiple floor buildings with fork lift trucks etc. running across them. You will need a good H&S file at the end detailing point loading, service penetrations, etc
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