Post-Tension (PT) Slab Build & Repair Specialists
Maintain the Structural Integrity of Your Building With Post-Tension Repair Services
Never repair a load-bearing concrete structure until you know whether post-tensioned slabs were used in the construction process. If you are unsure, contact ATC. We can quickly identify a post-tension slab.
Before repairing load-bearing concrete structures at your building, it’s critical to identify whether the builders used post-tension slabs during construction. If you don’t know, Airtight Construction can help.
Post-tensioning produces a tougher concrete slab than the sum of its parts. The parts that make up a post-tensioned slab include:
Thin sheet metal pipes run through the concrete. These are the ducts. They are tied together with screw couplings, then sealed. The ducts cover the steel tendons.
The reinforcing steel wires in the concrete slabs are called “tendons” in the industry. They reside inside the ducts. The tendons are made of prestressing steel and sealed in a protective coating. The post-tensioning tendon gives the concrete slab its strength. The typical strand sizes are 0.50 and 0.60 inches. Post-tensioned cables have an average tensile strength of 243,000 PSI. A standard rebar has a PSI of 60,000, so you can understand why the construction industry uses post-tensioning in most big projects.
Anchors hold the post-tensioned steel tendons housed at the ends. They are also used to join one or more pieces. They help to distribute the significant force of the post-tensioning tendons to the concrete.
The components—metal or plastic ducts, steel strands, and cables—are deceptively simple. Together, they create a robust post-tension magazine that can support complex structures and high external loads. From complex residential construction in challenging soil conditions to expansive parking structures and commercial buildings with above-average floor heights, post-tensioning is a versatile system. Here’s how it’s installed:
The ducts and steel strands in a post-tensioned slab are similar to the conventional rebar installation in reinforced concrete. The construction engineer chooses the pattern. Then, the components are placed into the ducts to protect them from moisture damage inside the concrete.
One end of the post-tension cable is securely anchored. A plastic pocket holds the other end in place. One tendon may be joined to another if needed. The poured concrete is added and left to set until it is about 75% of its eventual strength. This takes between 20 and 23 days in North California with moderate weather conditions.
The post-tension cables are stressed to the proper tensioning force when the foundations are ready. Typically, they are post-tensioned to 80% of the strand’s tensile strength. A typical steel strand – a 1/2-inch grade 270 strand, creates a force equal to 33,000 pounds of force. The steel tendon stretches slightly under tensioning and the concrete compresses.
The tendon is anchored on the other side, once the tensioning is completed. The anchor ensures a permanent mechanical connection to keep the tension and concrete compression in place. The anchor pocket is sealed once the cables are trimmed.
While the post-tensioning process is quite complex, once a concrete slab undergoes tension, it offers a construction project many benefits. Post-tension slab benefits include:
When post-tension slabs are employed, the amount of concrete used reduces as thinner slabs are permitted. There are also fewer columns required, increasing the usable commercial space.
Lighter slabs mean reduced material weight with no reinforcement lost. A post-tension slabs are up to 30% thinner than conventional concrete slabs.
Post-tension slabs ensure weight distribution over the entire slab rather than just the footings and piers. They are particularly useful in enclosed parking garages because fewer columns enable better space utilization.
Post-tension slabs are durable and less likely to crack than regular concrete slabs. This means that over time, they need less maintenance, costing less. It is easier to control deflection with post-tensioning by balancing the post-tensioning after stressing.
Post-tensioned slabs have helped property owners build on property where the soil has poor load-bearing capacity. These slabs have enabled building in areas previously considered not viable.