Questions

Why do post tension slabs crack?

Why do post tension slabs crack?

Cracks more often occur during curing because the concrete generates heat and expands during the chemical process and shrinks as it cools. Because there is not yet tension on the tendon cables there is no reinforcement to hold the foundation together and cracks often occur during this period of time.

Are post tension slabs supposed to crack?

Post Tensioning or normal concrete floors will crack as you described two hours after it was poured. Even before saw cut control joints are attempted at times.

How do you stop a slab from cracking?

If you’re having new concrete poured consider the following ways to prevent cracking:

  1. Start with a sound subgrade. Make sure the subgrade is compacted.
  2. Modify the concrete mix. Use a low water-to-cement ratio.
  3. Install joints. Be active in deciding where control joints will be placed.
  4. Properly cure the concrete.
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What are two of the most common cause of cracks in concrete slabs?

Instead, what is more likely to occur is excess overload on the ground below the slab. After a heavy rain or snowmelt when the ground below is soft and wet, excessive weight on the slab can press the concrete down and result in cracks.

How long does a post tension slab last?

about 15-20 years
Conventional concrete & rebar foundations last about 20-30 years before failure begins to occur. Post-tension slabs are lasting about 15-20 years and are failing at a much higher rate. Post-tension slabs are created with concrete trenches around the perimeter of the house where the external walls will be placed.

How long does a post tension slab take to cure?

Good quality concrete should reach 2000 psi in approximately 4 days under normal curing conditions, and certainly within 7 days. If 2000 psi is not reached within 7 days, the concrete will probably not reach 3000 psi in 28 days.

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Which is better post tension or rebar?

Post-tensioning, which is a form of prestressing, has several advantages over standard reinforcing steel (rebars): It reduces or eliminates shrinkage cracking-therefore no joints, or fewer joints, are needed. Cracks that do form are held tightly together. It allows slabs and other structural members to be thinner.

Should you fix hairline cracks in concrete?

This less evasive crack repair technique breaks the rules for concrete repair. Hairline cracks are not worth the trouble fixing. You have to cut open a hairline crack if you want to actually repair it.

Are post tension slabs good?

Post-tensioned concrete is usually used in large structures. Post-tensioning provides high strength and stability, but looks just like any other concrete slab. While most home projects don’t require post-tensioning, it could still be a useful technique for some builders.

Should I seal the top of my post-tensioned slab?

If you have many cracks in the post-tensioned slab or have reason to believe that cracks will continue to develop in it, you may want to consider some means of sealing the top surface of the topping to keep water from penetrating it and ultimately the post-tensioned slab as well.

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What is the difference between post tension slab and regular slab?

Whereas, on the post tension slab, the weight is partially carried by the slab as well. This results in smaller and less expensive footings being required. Other benefits are that fewer control joints may be required to help control shrinkage cracks. Less concrete or thinner slabs may also be possible for certain expansive soils.

What is the best way to prevent concrete from cracking?

Water reducing admixtures aid this goal, as well as not placing the concrete too wet. One procedure which MLAW Engineers has found to be very helpful and cost effective is the use of partial pre-stressing applied when the concrete is between one and two days old.

When should the stressing operation start on a concrete slab?

At this point, the slab is too strong to allow the stressing operation to close any plastic cracks that opened up during curing. To prevent this problem, the stressing operation should start as soon as the concrete attains the proper strength.