More Information on Post-Tensioned Concrete Construction
Post-Tensioned concrete was originally developed during the 1930's when it was realized that placing concrete under compression greatly increased its strength. This method involves encasing sheathed cables in concrete, then stressing and locking the cables in compression after the concrete has set up. This method of construction allows for large slabs to be constructed without intervening joints, creating a truly monolithic slab.
In 1981, Lee Renner became aware of the use of post-tensioned concrete for tennis court construction. He recognized the value of a method of construction that would provide a more structurally sound substrate, one that would increase longevity and better resist the most common problems associated with tennis courts: heaving, settling and large structural cracks.
Today, most new and reconstructed tennis courts in the Rocky Mountain region are specified and constructed using this tested and perfected technology. Please contact us for more information, including construction cost estimates, for the installation of post-tensioned concrete tennis courts.