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Anchor Bolt Sleeves

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spats

Structural
Joined
Aug 2, 2002
Messages
655
Location
US
I wanted to see how other engineers feel about the use of anchor bolt/anchor rod sleeves. These are normally plastic sleeves that create an annular space around the top of a cast-in bolt to create a tolerance for adjustment by essentially bending the bolt. The sleeve is filled with non-shrink grout after adjustment. Supposedly they're used all the time, particularly for machinery and equipment foundations.

I just don't like the concept, but I'm willing to listen.
 
Each to his own. Not my normal practice to use anchor bolt design software.
 
I used Deco anchors to tie down some flight simulators in ~1972.
No complaints so far.



Mike Halloran
Pembroke Pines, FL, USA
 
Can somebody explain how you grout a baseplate, tension the bolts and then fill the void with grout. Put another way, how do you grout without filling the void?

That Deco bolt is interesting, I started out working on the design of oil refineries: for some stacks and big towers, we had some anchors fabricated where the nut was near the bottom of the tube and a long bolt screwed in place after the equipment was set and leveled on shims. The grout was dry-packed as we didn't have non-shrink back then, some got into the tubes but they didn't fill completely.

Michael.
Timing has a lot to do with the outcome of a rain dance.
 
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