for columns reinforcement the lap length is not provided then
how to rebar the rods then how rebar should be lapped
Answers were Sorted based on User's Feedback
Answer / n.rajesh guttedar
1) In the columns portion chip the old concrete in a small
depth at least we get the tie beam rods.Then make L bend of a
columns rods and weld it.
2) In the columns portion drill a holes to insert the new rods
and pour the bonding chemical ( Bonding agent )
3) In the columns portion fix the MS plate with the required
holes for the holefasners insert.And make the columns in U
type shape and weld it.
|Is This Answer Correct ?||7 Yes||1 No|
Answer / suresh s
1st thing it should find that problem While Concrete Pouring Time immediately make The reinforcement at what length needed as per drawing.
2nd thing retrofitting method
3rd thing chip the column at lap height and tie the rod and weld it and pour the new concrete.
|Is This Answer Correct ?||2 Yes||0 No|
Answer / sjtbehera
I think alternative step is welding and spiral binding
|Is This Answer Correct ?||0 Yes||2 No|
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