Eco-Efficiency and Performance Gains
A substantial boost in efficiency and performance through high automation, consistent quality, and green technology
Common Defects in Conventional Steel Deck Paving
Orthotropic steel bridges are common in major infrastructure projects, but their deck pavements often fail prematurely—a longstanding engineering problem worldwide.
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Longitudinal/Transverse CrackingComplex stress distribution on steel decks, especially stress concentration in negative moment zones
Reduced flexural tensile performance of pavement materials under high temperatures
Insufficient fatigue resistance
Poor low-temperature crack resistance
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RuttingHigh temperatures (steel deck exceeding 70°C)
Repeated heavy-load vehicle traffic
Inadequate high-temperature stability of pavement materials
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Delamination/ShovingHigh temperatures weaken bonding strength between pavement and steel plate.
Multi-layer structure failure: interlayer bond loss leading to shear damage
Poor compatibility with substrate
Overloading
ECO Polyurethane Pavement Technology Schematic
We are the world's first corporate to apply ECO polyurethane in complex environment pavings
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Wearing Course
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Modified Polyurethane Mixture
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Modified Polyurethane Binder
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Steel Deck
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Steel Box Girder / U-Rib
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Wearing Course
High-wear-resistant aggregates with skid resistance (friction coefficient ≥0.7).
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Modified Polyurethane Mixture
Binder: Thermosetting polymer (asphalt-free) with superior toughness, ductility, and tensile strength
Mixture: Chemical bonds between organic binder and inorganic aggregates via dense gradation design.
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Modified Polyurethane Binder
Bonding strength with steel plate: ≥16MPa
Forming chemical network structures with mixtures to enhance overall strength
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Steel Deck
Top plate of steel deck:
The load-bearing surface layer (14–20mm thick) supporting pavement and vehicles
Shot blasting:
High-speed steel shot treatment to remove rust/oxidation (cleanliness Sa2.5; roughness 50–100μm)
Adverse effects of corrosion due to pavement damage:
Pavement failure: Corrosion reduces bonding, causing spalling.
Environmental exposure: Direct contact with rain, UV, and temperature fluctuations
Structural weakening: Corrosion reduces steel cross-section, compromising load capacity.
Water trapping: Cracks/ruts expose deck to electrochemical corrosion.
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Steel Box Girder
Steel Box GirderA closed box-shaped structure composed of steel plates (top plate, bottom plate, web, and diaphragm) to bear bridge loads and maintain stability
Adverse effects of heat accumulation on pavement:
Heat accumulation: Solar radiation-induced internal temperature rise in steel box girders.
Material aging: Prolonged high temperatures accelerate pavement degradation, reducing durability and service life.
Bonding deterioration: High temperatures weaken adhesion between pavement and girder, causing delamination.
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U-Rib
U-Rib: A structural component enhancing deck stiffness and transferring loads to primary bridge members.
Adverse effects of negative moment on pavement:
Negative moment: Tensile stress on U-rib's upper edge and compressive stress on lower edge under load
Pavement deformation: Traditional materials' insufficient toughness causes uneven deformation under negative moment, affecting smoothness.
Stress concentration: Negative moment at U-rib top creates localized stress, potentially inducing cracks.
Enduring Innovation
Our breakthroughs in ECO polyurethane pavement technology have won its reputation and recognition from Chinese authourities.
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50Patents
Globally recognized patents and innovation awards
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10Years of R&D
Continuous development since 2008, we sustained commitment to independent innovation, exploring more possibilities of high performance polyurethane.
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3Mm² Cumulative Paving Area
Projects across 10+ Chinese provinces
ECO Polyurethane Pavement Performance
Well performed in strength, temperature stability, corrosion resistance and lifespan,
especially for large steel decks, alpine regions and rapid deployment
Our solutions effectively resolves the limitations including poor performance in complex environments, high defect rate in difficult construction, and the use of rigid yet non-ductile binders with low freeze-thaw resistance, high corrosion, and weak interlayer bonding.
Rapid Construction
Our solution eliminates batch plants and meets emergency/zero-closure requirements with Cold-mix mobile mixing (-15°C operable) and traffic-ready in 2 hours (strength ≥25MPa).
Our solutions effectively resolve key limitations including remote hot-mixing, long-haul transport, multi-stage workflows, large temporary sites, temperature sensitivity, high energy use/emissions, and discontinuous processes.
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Material preparation
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Shot blasting
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Priming
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Paving
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Anti-skid layer
Applications
Poised to become the third mainstream infrastructure material after concrete and asphalt
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Bridges: High-temp/heavy-load steel decks -
Roads: Alpine/permafrost regions -
Airports: Freeze-thaw/high-salt runways -
Tunnels: High-humidity/leak-prone structures
Eco-Efficiency and Performance Gains
A substantial boost in efficiency and performance through high automation, consistent quality, and green technology
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50%less aggregate use
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60%shorter construction
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20~50acrestemporary land saved
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200tcoal demand reduced
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500temissions reduced
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3-8×steel bonding strength
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3×pull-off/shear strength
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4×rutting resistance
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3×lifespan
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60%efficiency