VSL Slab on grade

VSL Slab on grade

VSL’s post-tensioned slab-on-grade system offers durable, cost-efficient industrial flooring and heavily loaded external pavements. It minimizes cracking and joint maintenance, ensuring long-term performance under heavy loads, temperature changes, and harsh environments. Widely applied in logistics, manufacturing, and transport facilities, it enhances sustainability and reliability.

Why choose VSL Slab on grade system

VSL’s slab-on-grade system uses post-tensioning to eliminate most joints, improving slab durability and reducing lifecycle costs. Designed to control cracking and withstand severe industrial and heavy loading conditions, the system ensures optimal structural performance and reduced maintenance in demanding environments.

Key features

Key benefits

  • Joint-free surfaces: Up to 30,000 m² with no joints
  • Reduced maintenance: Less joint repair, less equipment wear
  • Crack control: Pre-compression minimizes risk of cracking
  • Fast-track construction: Large pours of over 2,500 m²
  • Load-bearing capacity: Engineered for high static and dynamic loads
  • Versatility: Adaptable to aggressive environments and expansive soils

Contact Our Experts

Looking for high-performance flooring for your next industrial project? Contact our experts to learn how VSL Slab on Grade can meet your technical and operational requirements.

FAQS ABOUT VSL SLAB ON GRADE

A post-tensioned slab on grade is a concrete floor slab directly cast on soil or sub-base, with internal steel tendons tensioned after curing to improve structural performance and reduce cracking.

When properly designed and maintained, VSL slabs can last several decades with minimal intervention thanks to reduced cracking and high load capacity.

Yes. The system is proven for wide-temperature applications such as freezer rooms and industrial refrigeration environments.

  • How is post-tensioning applied in industrial flooring?
  • What makes joint-free slabs more durable?
  • How does VSL compare to traditional reinforcement in slabs?
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