66HOTROD
Active Member
We are considering buying a 2 post lift for our new shop. Does anybody have opinions on which brand is the best, feature and value wise? Anything to look out for? Thanks for your help!
I have an Atlas from gregsmithequipment. 10,000 lb commercial. I've had heavy 1 ton diesels that push that 10,000 lb limit, no issues at all. It's going on 7 years old. Cost half as much as some of the name brand but works just as well.compared them and a rotatory brand in person and I felt the Altas looked strongerWe are considering buying a 2 post lift for our new shop. Does anybody have opinions on which brand is the best, feature and value wise? Anything to look out for? Thanks for your help!
My 9000lb Direct Lift is a residential version made for Rotary Lift. I installed it to 6+ " of well cured (15+ year) concrete and the one post cracked the floor lifting my wife's Sport trac. So I built an upper truss for it, C/W braces to the roof trusses. Have had no issues with full size F150's and Sierras on it since. Left my Bee on there for almost a year up full height.
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I bought a 11,000 lb rated Challenger lift in 2015. Assymentrical arms too. Great unit. I've only lifted vehicles under 6000 lbs but it works great, everything feels stable. I built the shop that it is in, I made the ceiling vaulted to accommodate the columns. The concrete under the columns is 18" thick, 24" X 24" wide....Yeah, overkill!
I like bendpak, no matter what two post you purchase. The concrete its bolted to is just as important or more so than the brand of lift. Good bed, and 3' x 3' x 8" of good mix plus bar drilled into any surrounding slab.
Seen one pull one side loose once out of 4".
Or like kern posted the more crete the better.
My 9000lb Direct Lift is a residential version made for Rotary Lift. I installed it to 6+ " of well cured (15+ year) concrete and the one post cracked the floor lifting my wife's Sport trac. So I built an upper truss for it, C/W braces to the roof trusses. Have had no issues with full size F150's and Sierras on it since. Left my Bee on there for almost a year up full height.
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What's the ceiling height needed for that one?
Has anyone ever cut their slab to dig down and pour thicker concrete below the post locations?
How high does that lift? can a 6 ft tall person walk under it lifted?That is what 1967coronet was talking about in the threads above. Cut the block out for the hoist, drill horizontally into the existing slab and put bars into the holes out into the new pour area.
I'll measure the post height for you when I hit the shop. My overall shop ceiling is 10' 3" high and you can see I took the trusses I built up about a foot. I bought the hoist from these guys Glenwood.. after a LOT of searching to find anyone in Ontario that would sell direct vs though a dealer/ etc. Specs are there, it says overall height 111" but I'll measure mine to the top without truss to confirm.
http://www.directlift.ca/pro-9f.htm
How high does that lift? can a 6 ft tall person walk under it lifted?
It is common practice in construction to pour footings for heavy machinery before the floor pour and separate the machine footing from the floor slab with a expansion barrier to allow the floor slab to float.What's the ceiling height needed for that one?
Has anyone ever cut their slab to dig down and pour thicker concrete below the post locations?
We are considering buying a 2 post lift for our new shop. Does anybody have opinions on which brand is the best, feature and value wise? Anything to look out for? Thanks for your help!
My floor is crappy . If I was worried about strength of a floor to put in a lift Id cut a hole bigger than the mounting pads. Take hand held post hole digger and dig a hole 2/3 feet deep then drive in a couple of 2/2.5 inch pieces of pipe in each hole 5/6 feet long, so pipe is 4/5 inches below finished slab. Galvanized? Be sure to fill the pipes with concrete Other reinforcement ? Overkill or to weak? Studs in concrete for lift before you pour.What's the ceiling height needed for that one?
Has anyone ever cut their slab to dig down and pour thicker concrete below the post locations?