We once "repaired" an 80' free standing tower with a bottom section bent
near the concrete during the erection by pouring a concrete collar base
around that section. The collar was about 4' tall, a little trapezoidal
and about 4' on each of the 4 sides. You probably need to dowel the
existing base into the new rebar cage for the collar. A PE can advise
on all of this and that is probably a worthwhile expense considering the
size of the tower. Some sort of leg drainage at the concrete to
concrete interface will be needed so it doesn't happen again.
Grant KZ1W
On 4/20/2013 5:48 AM, Jerry Head II wrote:
I have a 180' Rohn 25g, the bottom section is cemented in the ground.
This section has developed a 1" split in two of the legs. Is there a
safe way to repair these splits?
My apologies if this has been covered before, I am fairly new here.
thanks!
JH
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