JAE
Structural
- Jun 27, 2000
- 15,460
A printed house in Iowa was being built in Iowa and the test cylinders apparently came in at >5,000 psi compressive strength.
However, upon testing the concrete in place it wasn't that strong so they decided to tear it down and start over....an engineering failure of sorts.
I don't know anything more about this house other than what's in the link but my first thought was that this "printing" of concrete relied on repeated placement of concrete in the open air.
Did they not cure the concrete properly (i.e. test cylinders don't match in place strength)??
Normally concrete wass are formed and the forms act as a form of curing. This is simply stacked passes of concrete exposed to much more evaporation.
I could only guess that the curing may have been immediate spray curing applications as the wall was sequentially placed. Seems awkward.
That's what appears to be the case to me.
However, upon testing the concrete in place it wasn't that strong so they decided to tear it down and start over....an engineering failure of sorts.
I don't know anything more about this house other than what's in the link but my first thought was that this "printing" of concrete relied on repeated placement of concrete in the open air.
Did they not cure the concrete properly (i.e. test cylinders don't match in place strength)??
Normally concrete wass are formed and the forms act as a form of curing. This is simply stacked passes of concrete exposed to much more evaporation.
I could only guess that the curing may have been immediate spray curing applications as the wall was sequentially placed. Seems awkward.
That's what appears to be the case to me.