dogglercowman1
Member
hi....I know this is going to sound like proper skimping but could you use hers fencing panels instead of reinforcing mesh
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hi....I know this is going to sound like proper skimping but could you use hers fencing panels instead of reinforcing mesh
thinking of a silage pit floor 2000 sq feet for 3 to 400 tons of maize...earth bank sides
Care to pass them on? I'm fed up of ag builders saying "ooh, X spec will be alright", then ending up with crazy paving after 10 years...Best to speak with an expert, and I don't mean your local concrete gang! My lad did an extensive module in concrete at Uni and got the specs on various types of mix/reinforcements for me 3 years ago when I was "discussing" the specs of a Grant job with NE. It was agreed steel was not required in this instance cutting my costs dramatically.
Care to pass them on? I'm fed up of ag builders saying "ooh, X spec will be alright", then ending up with crazy paving after 10 years...
I did mech eng at uni, so concrete is a bit of a mystery to me.
Who did you use if you don't mind me asking @Mark C , usual place is shut down.A252 mesh is about £28 for 2.4 x 4.8 sheets. Is 8mm thick. Not sure how thick the heras mesh is but nowhere near that.
you may not need steel reinforcing, our grain store was concreted 4 years ago and is fibre reinforced instead except the middle bay near the door which does have re bar in. fibre saved a good bit of money if I recall
Lad did Civil Eng, so it was a bit of a mystery to me too.... still is!
I'd have a word with him, but he's busy saving the population of Eastern England in charge of an Army MTU, testing the good folk of the locale! Sorry...
Pretty sure a ready mix company should give you the proper specs...
Have done some research this eve. Looks like speccing concrete properly isn't too hard, but is quite involved.
I managed to discern that depending on ground underneath, how it's prepared, what reinforcement, how much traffic and how heavy it is, the appropriate amount of
concrete is between 6 and 10 inches.
I got in touch with a mate who is passing it on to the concrete person in his company. Hopefully she'll just confirm that the spec we have is correct. If not, I have to figure out who is right.
Interestingly, the "damage factor" rises with the fourth power of axle weight; that is if you double the axle weight, the damage factor will be 16 times bigger! (Hence why all our old concrete is breaking up, having had a decade of 7t telehandler on it, rather than the 4t of a Ford 4000 + loader.)
Who did you use if you don't mind me asking @Mark C , usual place is shut down.
Heaton manufacturing in Sutton Coldfield. Ask to speak to Ash.
What's the durability like? Considering asphalt for some new pits at home.Have you priced up tarmac? We did our chalk silage pit floor with rolled stone then a layer of tarmac. Brilliant job and cheaper than concrete.
Done two seasons now and not a mark on it. They used a special grade of tarmac suitable for silage acid etc. Joy of it is you can drive on it pretty well straight away. If some pillock drives on concrete before a few weeks it will not last so long.What's the durability like? Considering asphalt for some new pits at home.