cold joint in concrete column
cold joint in concrete column
(OP)
If there are cold joints in the column (for example from different concrete pours at different times (next day))
and the cold joints are located in a half of column length. what would happen to that region?
and the cold joints are located in a half of column length. what would happen to that region?
M.A.






RE: cold joint in concrete column
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: cold joint in concrete column
Dik
RE: cold joint in concrete column
as i know in field, generally the cold-joint of concrete columns located in encounters with beams and slabs.
M.A.
RE: cold joint in concrete column