RivennHewn
Well-known member
New to me product was spec’d on a job.
We cut holes in some brick masonry unit walls, and the engineer wanted to add back some shear strength.
The walls were only reinforced with K wire.
It was a combination of fiberglass and Kevlar overlay in epoxy.
Not the prettiest stuff.
The special inspector watched the whole process, then did pull tests.
Spec’d pull PSI was 100. We pulled 200+, and had substrate failure prior to the polymer failing.
Interesting stuff, but not sure it’s worth the expense, as the rest of the building would still fail in “the big one”
Anyone have any experience?
We cut holes in some brick masonry unit walls, and the engineer wanted to add back some shear strength.
The walls were only reinforced with K wire.
It was a combination of fiberglass and Kevlar overlay in epoxy.
Not the prettiest stuff.
The special inspector watched the whole process, then did pull tests.
Spec’d pull PSI was 100. We pulled 200+, and had substrate failure prior to the polymer failing.
Interesting stuff, but not sure it’s worth the expense, as the rest of the building would still fail in “the big one”
Anyone have any experience?
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