30,000 pound horizontal mill brought in and my biggest nightmare is going too thin and the forklift popping the new slab
t's the rest of the shop that has me concerned as to just getting the machine across the floor.
As for gravel, you need to go as deep as the top soil is, idiot that built my shop left 6" of topsoil (its 24" thick) for the 6" slab on grade and 12" thickened edge and 6" of gravel.My bad guys, I left out the detail on the machine pad. I do plan to have a 18" 4500 psi isolated pad with 3 layers of rebar. That part I'm sure of. It's the rest of the shop that has me concerned as to just getting the machine across the floor. I obviously want to do this right and not have any regrets. My knowledge of structural loads of concrete slabs is limited. I know the isolated pad specs because I was at a shop that had a similar machine of similar weight installed and I'm basically copying their formula for that.
My concrete guy suggested 3" of gravel under the the slab with a layer of plastic (don't know the thickness, will have to ask in the morning). Is this substantial or should ask for thicker gravel layers or different substrate material?
This is a personal home shop that will have my business ran out of it until its too small and I need to expand (hopefully) at which point it will be turned into a car garage/general shop/ storage building with a 4 post lift. This is why im trying to avoid over building and trying to go with 6"because it will most likely be unnecessary for the long term life of the building.
Another vote for the vibratory poker to settle the concrete. You’d be amazed how much the level goes down once the poker goes in. Keep the foundation wet, we used wet sacks laid down on the concrete and we kept them wet.You are going about it the wrong way. The soil is the most important. Are you building a new slab in a existing building or is this a new building (slab and footing)?
How many feet does the machine have, it's a quick way how I go about designing pads for shops, then add a safety margin. Take the machine weight and divide it by how many feet it has. Then take that number and divide by the area of the feet to get your acting force on the concrete.
Thickness/ PSI only goes so far. How it reinfroces is the important way. I can build a 4" slab that is 3k psi that is wrong than 6" slab that's 3,500 psi.
Concrete is going to need reinforcement. At least 2 rebar mats (mat on the bottom and mat on the top. Rebar needs to be surrounded 3" all the way around. I would go up to #6 (3/4) 18" on center. On the corners of the mat's have L bars 3' x 3' long this reinforces the corners. Make *damn* sure you see teh guys out there with a viberator getting the air pocks out as they pour. Then cutting control joints at the right depth. Typically 1/4" thick and ever 12 to 15 feet.
Rebar is cheap. I do this for the living, machining is my secondary job.
I don't know where you live at but I would also put 6mil vapor barrier under the slab.
We have one main concrete company that controls the bulk of the market in whole northeast Ga area. They pretty much have the market as a take it or leave it type thing cause the nearest concrete facility besides them is about 30 minutes away. There are smaller guys, but they probably wouldnt be able to supply large amounts of concrete at one time like the big company can thats 10 minutes up the road.For heavier machines better to have them on their own pad. If you know where they'll go pour it now, if not, make sure you can do it later.
Thickness depends a lot on base too.
When I called last year about concrete it was $138/yard(CAD$) and 10% fuel surcharge, not sure if it's gone up since. Sounds like you guys are getting some crazy high prices. I know rebar had gone up about 3X, not sure if that started coming down with all the construction happening still.
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