SAWING CONTRACTION JOINTS
As concrete hydrates or cures and begins to set, it develops internal stresses which may cause random cracks. Random cracks cast doubt on the quality and workmanship of the concrete. Contraction joints are cut in concrete to relieve these stresses before they seek their own relief in the form of random crack. The
•Concrete thickness
•Type, amount and location of reinforcement
•Shrinkage potential of
•Base friction
•Slab restraints
•Layout of foundations, racks, pits, equipment pad, trenches, etc.
•Environmental factors - temperature, wind, humidity
•Methods and quality of concrete curing.
Generally, contraction joint patterns should divide slabs into approximate square panels per the recommended spacing shown.
| RECOMMENDED CONTRACTION JOINT SPACING | |
Concrete thickness, in. (mm) | Maximum spacing, ft. (m) | |
3.5 (90) | 8 (2.4) | |
4, 4.5 | (100, 114) | 10 (3.0) |
5, 5.5 | (125, 140) | 12 (3.6) |
6 (150) or greater | 15 (4.5) |
At all intersecting cross cuts, install Husqvarna joint protectors at each joint to prevent joint damage. Install an additional joint protector where the right wheel will cross the joint to prevent concrete damage.
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