High wear and high hardness colored anti slip pavement enhances the deceleration effect of vehicles during braking by increasing the depth of the pavement structure, preventing side slip, and visually and psychologically warning drivers through bright colors, while also beautifying the environment. Due to the improvement of anti slip performance, it can significantly reduce braking distance and braking time. Data from multiple countries using this colored anti slip road surface shows that it can significantly reduce accident rates, losses, and casualties.
Modified epoxy resin colored high wear-resistant and anti slip pavement is a new generation of thin layer pavement material developed by Shandong Moji New Materials Technology Development Co., Ltd. in China. It uses polymer modified epoxy resin (without solvent) as a binder to coat the road surface, evenly spreading a uniform, high-strength, colored, and wear-resistant synthetic anti slip aggregate. After the resin solidifies and reacts, it forms a high toughness, high strength, and High anti slip color warning anti slip function surface. This thin layer pavement also has characteristics such as oil resistance, chemical corrosion resistance, and good durability. Due to the continuous phase resin layer completely hindering the infiltration of road surface water into the road surface, it can effectively solve the problem of water damage to the road surface.
Performance of Colorful Environmental Protection, High Wear Resistance, and High Hardness Synthetic Anti slip Aggregates
| aggregatesAggregate particle size |
1~3.3 mm |
| Aggregate hardness (Mohs hardness). |
8-9 |
| Los Angeles wear value |
13-16 |
| Polishing value |
≥ 45 |
| Crushing value |
<10% |
| Elongated and flat particle content |
< 5% |
| Dust content |
< 50mgkg |
| Color |
Uniform and consistent |
Technical requirements for color, environmental protection, high hardness, high wear resistance, and anti slip pavement
| Test Item |
uality standards |
Testing method |
| Appearance |
Even, smooth, and compact |
Visual inspection |
| Bonding strength |
≥ 2.5 MPa, concrete structure completely destroyed |
GB/T5210 |
| Thickness |
5~6 mm (overload) |
Penetrating |
| Flatness |
Not lower than the original road surface |
T0933 |
| Surface water permeability coefficient |
m1/min |
non-permeable |
T0971 |
| Friction coefficient |
Sway value/lateral force coefficient |
> 75 |
T0955 |
| Structural depth |
Sand cushion method |
> 3 mm |
T0731 |
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