To make a short sturdy column, embedded about three feet deep and extending three to five feet above ground, and of diameter approximately three to four inches (to be a "foot" over which to slide the end of a tall vertical pole) one might conventionally use a piece of steel pipe...but I think that's expensive and troublingly difficult to source.
Another way is to use a PVC pipe, drop a bunch of rebar in it, and fill the whole thing with concrete.
Such pipes are common in other uses (telescope pier mounts for example). Non PVC concrete pillars are, of course, a basic staple of construction, but those primarily bear a vertical load whereas the purpose of the column in my application is to provide lateral resistence to a "balancy" vertical pole (plus additional lateral forces, see other thread for more on that). An all-concrete column would obviously be a bad candidate for a "sideways-pushing" (lateral) requirement since it could simply break...but with the flexible yet strong PVC holding it all in place and with sufficient rebar to skeletonize the whole thing, I think it has potential.
Do you think this would work? Would it adequately support a vertical pole in the same basic fashion as a steel pipe? If so, how would you trade off the amount of rebar vs. the amount of concrete?...or would you never in a million years go near this insane idea?
Another way is to use a PVC pipe, drop a bunch of rebar in it, and fill the whole thing with concrete.
Such pipes are common in other uses (telescope pier mounts for example). Non PVC concrete pillars are, of course, a basic staple of construction, but those primarily bear a vertical load whereas the purpose of the column in my application is to provide lateral resistence to a "balancy" vertical pole (plus additional lateral forces, see other thread for more on that). An all-concrete column would obviously be a bad candidate for a "sideways-pushing" (lateral) requirement since it could simply break...but with the flexible yet strong PVC holding it all in place and with sufficient rebar to skeletonize the whole thing, I think it has potential.
Do you think this would work? Would it adequately support a vertical pole in the same basic fashion as a steel pipe? If so, how would you trade off the amount of rebar vs. the amount of concrete?...or would you never in a million years go near this insane idea?
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