Likely the solution, but I would highly recommend having the manufacturer approve what you propose to build, (if available to do so) describe existing conditions,PSI of existing concrete, reinforcing, pier details and fastener details. I know for example, Mohawk would provide a foundation detail for their lift, new certainly, as well as 2nd hand.
Expansion bolts, sleeve anchors or epoxy fasteners will not perform if the concrete is defective, can spall or if the control joints do not coordinate with the slab connections, I would agree, something like a column footing should be acceptable, I'd just want to make sure its built to tolerate the moment loads when in use, with some redundancy/safety factor built in.
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Today's Featured Article - The Ferguson System Principal An implement cutting through the soil at a certain depth say eight inches requires a certain force or draft to pull it. Obviously that draft will increase if the implement runs deeper than eight inches, and decrease if it runs shallower. Why not use that draft fact to control the depth of work automatically? The draft forces are
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