kennyb04
Structural
- Jun 17, 2011
- 33
I have read through some other threads on this subject but want to verify a couple things. We have some cracks in a truck bay/garage forming from the corners of the floor drains. Our concern is not with the actual cracks or how they formed (We have a couple ideas why but that isn't the point of this post). For the the most part, they are really just cosmetic.
This is a garage bay where trucks will be washed inside in the winter so there will be a decent amount of water on the slab and there is a radiant heat system in the slab as well. We plan to seal the cracks with an epoxy system and want to know the best approach. I have looked at Simpson's Crack-Pac system and also saw some information on a thread about Sikadur33. Does anyone have a preference on which to use, or any other product. Is there a product that would be best for keeping water from getting down in the cracks (that is one of our main conerns right now). Is there any certain finish that should be used after the epoxy system is placed in the crack? Thanks for any input.
Also, are there any good resources for crack repair for SOG? Does ACI have anything? I know a lot of cracks are cosmetic and are within acceptable range (as these probably are as well). But as previously noted, we are wanting to seal them because of the amount of water they will see.
This is a garage bay where trucks will be washed inside in the winter so there will be a decent amount of water on the slab and there is a radiant heat system in the slab as well. We plan to seal the cracks with an epoxy system and want to know the best approach. I have looked at Simpson's Crack-Pac system and also saw some information on a thread about Sikadur33. Does anyone have a preference on which to use, or any other product. Is there a product that would be best for keeping water from getting down in the cracks (that is one of our main conerns right now). Is there any certain finish that should be used after the epoxy system is placed in the crack? Thanks for any input.
Also, are there any good resources for crack repair for SOG? Does ACI have anything? I know a lot of cracks are cosmetic and are within acceptable range (as these probably are as well). But as previously noted, we are wanting to seal them because of the amount of water they will see.