Concrete Moisture Measurement Forums
Cold Expansion Joint - Printable Version

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RE: Cold Expansion Joint - CC Solutions - 08-15-2011 04:04 AM

Sometimes it works out to be the best. I lose jobs every day because people don't want to do it right. Sad


RE: Cold Expansion Joint - Ernesto - 08-16-2011 08:11 PM

Doin it right is cheaper than crossing fingers.


RE: Cold Expansion Joint - CC Solutions - 08-19-2011 07:14 AM

(08-16-2011 08:11 PM)Ernesto Wrote:  Doin it right is cheaper than crossing fingers.

I may steal that line.... I like it a lot! Big Grin


RE: Cold Expansion Joint - eaadams - 10-21-2011 06:53 PM

Jd you mentioned the euco quikjoint 200. Perhaps you know the other products.

I have a job where GC put euco 700 in a stress crack (poorly spaced joints) running the whole width of slab 80'.

Now we can see a line tracking the crack repair under the flooring. Does that jive in your mind?

I am having a hard time understanding the difference between them.


RE: Cold Expansion Joint - CC Solutions - 10-21-2011 07:30 PM

(10-21-2011 06:53 PM)eaadams Wrote:  Jd you mentioned the euco quikjoint 200. Perhaps you know the other products.

I have a job where GC put euco 700 in a stress crack (poorly spaced joints) running the whole width of slab 80'.

Now we can see a line tracking the crack repair under the flooring. Does that jive in your mind?

I am having a hard time understanding the difference between them.

Understanding the difference between what?

If you see a crack, the joint has moved. Why else would you see the crack?


RE: Cold Expansion Joint - eaadams - 10-21-2011 07:49 PM

Between why the structural engineer would spec a epoxy euco 700 vs the polyurea euco 200.

When I read about the two it seems to say the.same thing.


RE: Cold Expansion Joint - CC Solutions - 10-22-2011 07:24 AM

The 700 is an epoxy and harder. Has a longer open time and would flow to the bottom of the crack better.