This product is an environmentally friendly waterproof coating meticulously formulated using cationic emulsified asphalt as the base material and a blend of high-quality polymers as composite modifiers.
They are classified into Type I and Type II based on performance.
PB—Polymer-modified bituminous waterproof coating for roads and bridges; L—Water-based, cold-applied
Products are labeled in the order of name, usage, category, and standard number.
Example: Type I water-based polymer-modified bituminous waterproof coating for roads and bridges is labeled as:
Waterproof Coatings for Roads and Bridges PB L I JC/T 975-2005
Apply using brush or spray application methods.
Cleaning the Base
Spray Coating: Cleaning, Inspection, and Acceptance
Application of the Protective Coating
Basic Requirements:
◎ The surface shall be solid and level. When leveling with cement mortar, it must be properly cured; there shall be no signs of crumbling, sanding, or peeling, and it shall comply with the design requirements.
◎ Concrete surfaces must be roughened, planed, or shot-blasted.
◎ The moisture content of the bridge deck shall not exceed 15%.
Coating Application: The coating may be applied by brushing, rolling, or spraying. It should be applied in layers, preferably in 3–4 coats. Each subsequent coat should be applied after the previous coat has cured and formed a film, and the application direction should be perpendicular to that of the previous coat.
◎ Stir the paint thoroughly before use.
◎ The recommended application temperature is 5–35°C.
◎ The waterproofing layer must be completely dry before asphalt can be laid.
◎ Do not walk on the coating or allow vehicles to drive over it until it has dried and the asphalt concrete has been laid.
◎ Waterproofing for bridge deck expansion joints, guardrail expansion joints, bridge deck drainage outlets, and other similar areas requires enhanced treatment.
Suitable for anti-corrosion, anti-seepage, and waterproofing projects on bridges and highways.
Applicable Standard: JC/T 975-2005 “Waterproof Coatings for Roads and Bridges”
General Properties of Coatings
| No. | Item | PB Technical Indicators | ||
| Type I | Type II | |||
| 1 | Solid content, % ≥ | 45 | 50 | |
| 2 | Surface drying time, h ≤ | 4 | ||
| 3 | Actual work time, h ≤ | 8 | ||
| 4 | Heat resistance, °C | 140 | 160 | |
| No flowing, sliding, or dripping | ||||
| 5 | Water impermeability, 0.3 MPa, 30 min | Waterproof | ||
| 6 | Tensile strength, MPa ≥ | 0.50 | 1.00 | |
| 7 | Elongation at break, % ≥ | 800 | ||
| 8 | Low-Temperature Flexibility, °C | -15 | -25 | |
| No cracks | ||||
|
9 |
Salt Treatment |
Tensile strength retention rate, % ≥ | 80 | |
| Elongation at break, % ≥ | 800 | |||
| Low-Temperature Flexibility, °C: No cracks | -10 | -20 | ||
| Increase in mass, % ≤ | 2.0 | |||
|
10 |
Heat Aging |
Tensile strength retention rate, % ≥ | 80 | |
| Elongation at break, % ≥ | 600 | |||
| Low-Temperature Flexibility, °C: No cracks | -10 | -20 | ||
| Heat expansion coefficient, % ≤ | 1.0 | |||
| Mass loss, % ≤ | 1.0 | |||
| 11 | Bond strength between the coating and cement concrete, MPa ≥ | 0.40 | 0.60 | |
Coating Application Performance
| No. | Item | Indicators | |
| I | II | ||
| 1 | Shear strength at 50°C, MPa ≥ | 0.15 | 0.20 |
| 2 | Bond strength at 50°C, MPa ≥ | 0.05 | |
| 3 | Water Resistance After Hot Rolling | 0.1 MPa, 30 min—no water penetration | |
| 4 | Joint Deformation Capacity | 10,000 cycles without failure | |