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DaisyMaisy  
#1 Posted : 31 January 2013 16:32:22(UTC)
Rank: Forum user
DaisyMaisy

Contractor working on a associates project - Installation of racking to large warehouse facility. On inspection, (half way through), it had been noticed that some of the pins that secure the horizontal beams are not securing anything - i.e.The spring structure wasn't doing its job. It was raised with the manager of the warehouse that they will need to be checked but he has said no it will take too long, insisted that the planned loading of the racking is to go ahead asap and that my associate should do a risk assessment based on the structure as it is? I know what I would do! But are there any racking experts out there that agree with the contractor that 'the pins sometimes do that and its not a problem'? I know about sign offs but I need a bit of input from those of you who may have experience in racking and safe installation. ? Can you help? thanks again in advance,
Safety Smurf  
#2 Posted : 31 January 2013 17:04:38(UTC)
Rank: Super forum user
Safety Smurf

Hi Daisy, Those pins are not structural. they are intended to stop the beam from being lifted out by errant FLT drivers. They are also designed to shear under about half-a-ton of pressure so that in the event of the driver not realising what is going on the beam will pop out and prevent the whole rack from being tipped over.
DaisyMaisy  
#3 Posted : 31 January 2013 17:33:11(UTC)
Rank: Forum user
DaisyMaisy

Thanks SS, thats great explains alot. thanks for your help.
smith6720  
#4 Posted : 01 February 2013 10:26:12(UTC)
Rank: Forum user
smith6720

Please note I am not a racking expert!! But surely this has to be built to maufacturers/suppliers design, or whats thepoint in having designs if we all decide to leave out components?? Just my thoughts
Safety Smurf  
#5 Posted : 01 February 2013 11:44:48(UTC)
Rank: Super forum user
Safety Smurf

smith6720 wrote:
Please note I am not a racking expert!! But surely this has to be built to maufacturers/suppliers design, or whats thepoint in having designs if we all decide to leave out components?? Just my thoughts
Nobody is suggesting that components be left out. The question has arisen because of a lack of understanding about what that particular component is meant to do. Beam locking pins are there to prevent beams being accidently lifted out of their slots by forklifts. They do not need to be a tight fit, merely provide a physical block.
JohnW  
#6 Posted : 01 February 2013 12:23:48(UTC)
Rank: Super forum user
JohnW

Sounds like DaisyMaisy was talking about 'racking locking pins' (google 'em) they are just slotted in holes on the columns/beams and prevent an FLT from lifting up the racking by accident (they have high shear) - but I do wonder what she means by spring structure......
Safety Smurf  
#7 Posted : 01 February 2013 12:27:14(UTC)
Rank: Super forum user
Safety Smurf

I know what she means. It's slightly different design but it does the same job the same way. Its a pin mounted through a strip of spring steel which is bent to give some resistence but that doesn't effect its function.
Rob Jones  
#8 Posted : 01 February 2013 17:26:49(UTC)
Rank: Forum user
Rob Jones

See HSG76, especially Pages 110 - 117
IanDakin  
#9 Posted : 02 February 2013 09:52:49(UTC)
Rank: Super forum user
IanDakin

The HSE expect us to work to the guidelines of the Storage Equipment Manufactures Association. SEMA produce an end users guide that they may send you free if you ask nicely. SEMA also do a couple of one day course on racking. I use the same sort of racking in one of my DCs and we replace the pins when they come out, otherwise if a reach truck catches the beam it may fall causing an injury. Personal message me if you want more info or racking inspection forms.
DaisyMaisy  
#10 Posted : 06 February 2013 19:22:13(UTC)
Rank: Forum user
DaisyMaisy

thank you all very much for your help and advice on this. I an I have PMd for more info on inspection forms. many thanks again.
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