Hi Hazel,
The problem with this is that moving from 4" to 6" dia pipe will double the weight of the column (and hence the weight of concrete required).
Just a thought - how about using a steel pipe as the rebar. A pipe, say 3/4" or 1", should give a lot of resistance to bending and it will be a lot easier to tamp the concrete down around this rather than several thinner bars.
Would be interested to hear how you get on
Good Luck
I'm planning to try again, with a larger diameter pipe. ( whats the next size up?)
The problem with this is that moving from 4" to 6" dia pipe will double the weight of the column (and hence the weight of concrete required).
Just a thought - how about using a steel pipe as the rebar. A pipe, say 3/4" or 1", should give a lot of resistance to bending and it will be a lot easier to tamp the concrete down around this rather than several thinner bars.
Would be interested to hear how you get on
Good Luck