Specialty Grouting

  • W-6 Polyurethane Injection Grout (Two‑Component, Closed‑Cell)

W-6 Polyurethane Injection Grout (Two‑Component, Closed‑Cell)

Fast‑reacting PU injection grout for sealing leaks, filling voids and stabilizing slabs—ready for airport runway rapid repair.


Summary Benefits at a Glance

  • Rapid turn‑around – adjustable gel time; typical reopen 30–120 min (site‑dependent).

  • High expansion – free‑rise expansion 1–25× efficiently fills irregular voids.

  • Closed‑cell, durable – low water uptake, frost resistance ≥F200, stable at −30 to 80 °C.

  • Undersealing support – stabilizes slabs and mitigates pumping/rocking in runway/roadway panels.

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Product Introduction

Our two‑component Polyurethane Injection Grout is designed for rapid water cut‑off, crack sealing, void filling and slab undersealing in concrete and masonry structures. The A/B components react to form a closed‑cell foam/solid with adjustable gel time and high expansion, enabling fast reinstatement of service on critical infrastructure. The cured grout shows low water uptake, frost resistance (≥F200) and dimensional stability at low and elevated temperatures (−30 °C / 80 °C). Typical applications include tunnels, manholes, basements, pavements and airport runway/ taxiway undersealing for rapid return to traffic. Supplied as matched components for two‑component proportioning equipment.

Product Parameters

ItemTypical Value
SystemTwo‑component PU injection grout
A‑Component Viscosity (25 °C)≤ 0.5 Pa·s
A‑Component Density (25 °C)1.22–1.25 g/cm³
B‑Component Viscosity (25 °C)≤ 1.0 Pa·s
B‑Component Density (25 °C)1.0–1.2 g/cm³
Reaction Start / Finish (25 °C)10 ± 5 s / 50 ± 20 s
Free‑Rise Density≥ 50 kg/m³
Free‑Rise Expansion Ratio1–25×
Dimensional Stability (−30 °C / 80 °C)≤ 0.5 % / ≤ 1.5 %
Compressive Strength (foam core)≥ 0.60 MPa
Frost Resistance≥ F200
Typical Return to Service30–120 min (depends on temperature, load and acceptance criteria)
Storage / Shelf Life5–30 °C; unopened 12 months


Product Usage

Where it's used?

  • Crack injection & water cut‑off in basements, tunnels, culverts, manholes and below‑grade structures.

  • Void filling & soil contact gaps, including behind retaining walls and around utilities (engineered design required).

  • Slab undersealing & stabilization for pavements, industrial floors and bridge decks.

  • Airport runway/taxiway undersealing – injection beneath PCC slabs to fill voids, mitigate pumping/rocking and restore load transfer with minimal closure time for rapid return to service.

How to apply (overview)

  • Drill packer holes per injection plan; install packers; inject from low to high elevation until refusal/criteria met.

  • Monitor slab lift during undersealing and keep within allowable tolerances.

  • Seal ports and protect the work; reopen only after acceptance checks.

  • Temperature guidance:

    • Cold (< 5 °C) – extend reaction time; insulate/heat components and substrate as needed.

    • Normal (5–30 °C) – standard controls.

    • Hot (> 30 °C) – manage equipment cooling and shorten gel time accordingly.

  • Runway works: enforce FOD control, protect lighting/drainage, and meet airfield acceptance specs prior to reopening.


Product Documentation

W-6 Polyurethane Injection Grout (Two‑Component, Closed‑Cell)

Polyurethane Injection Grout – Crack Sealing, Water Cut‑off, Void Filling & Slab Undersealing (Runway Ready)

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