Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Slab on Grade control joints

Status
Not open for further replies.

CardsFan1

Structural
Mar 6, 2018
49
I have seen details for control joints in flat slabs that have greased dowels or diamond dowels. I have seen notes to cut every other strand of WWF, cut every other bar, or stop the re-bars 2" short of the joint.

I have also heard other engineers stating that that is not required and that you just saw cut 1/4 T of the slab and leave it.
[pre][/pre]
What are other engineers doing?
 
Replies continue below

Recommended for you

For SOG construction, I usually have 1-1/2" concrete cover to reinforcing (or 2" for 8" SOG or thicker) and sawcut 1-1/2" (or 2"). Timing for sawcutting is critical and I insist on this right from the beginning; I've had contractors sawcutting at 2AM... I normally use dowels at cold joints only (greased one side) and have only used diamond plates a couple of times and I don't reacall doing a slab with a keyway... even airport runways and taxiways.

Rather than think climate change and the corona virus as science, think of it as the wrath of God. Feel any better?

-Dik
 
Specific dowel details probably perform better to allow shrinkage (when installed properly).

Meshes or mats with 50% or 2/3 cut at the joint have the advantage of stability during the placement -- easier to keep them in place than a bunch of isolated mats.

----
just call me Lo.
 
I've provided for each second bar going through the joint only in walls... not in slabs, and I don't know why. I have used keyways with walls I just realised.

Rather than think climate change and the corona virus as science, think of it as the wrath of God. Feel any better?

-Dik
 
I usually think of greased dowels or diamond plate dowels for construction joints, not control joints. I suppose it is possible for heavier loading like a bridge deck or something that you might detail additional dowels/etc at control joints but it isn't typical in my experience for most slab on grade typical uses.
 
Yup...

Rather than think climate change and the corona virus as science, think of it as the wrath of God. Feel any better?

-Dik
 
I think you can live with just cutting the top of the slab. Really depends what the end use is.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor