Organic Architecture · Est. 2010 · Los Angeles, CA

ARCHITECTOID

Learning Architecture for Life

FRANK LLOYD WRIGHT JOHN LAUTNER CONCRETE LOS ANGELES ABOUT CONTACT PRIVACY POLICY

Post Tensioned Concrete Slab Pour

The 8-Hour Pour: Engineering the Sheats-Goldstein Infinity Court

The following time-lapse depicts a recent continuous 8-hour concrete pour for a post-tension concrete slab. This massive structural undertaking was a critical milestone for the James F. Goldstein Entertainment Complex project by Nicholson Architects.

To ensure structural integrity, the concrete is poured in a single, continuous session so the slab hardens as a uniform, monolithic solid. Once the material reaches a specific compressive strength—typically around 3000 psi—the internal post-tension cables are hydraulically stressed. This process essentially "pre-loads" the slab, allowing it to achieve the dramatic, gravity-defying spans and thin profiles required for the iconic infinity tennis court that hovers over the canyon.

Project Team:

  • Architect: Nicholson Architects

  • Structural Engineer: Andrew Nasser, Omnispan Corporation

  • Construction: Ostermann Construction




Other Related Articles:



Comments

Post a Comment