Basalt Fiber Geogrid
Basalt fiber geogrid follows the principle of similar compatibility, focusing on its composite performance with asphalt mixture, and fully protects the fiber substrate, greatly improving the wear resistance and shear resistance of the substrate, so as to be used for pavement enhancement, resistance to crack rutting and other highway diseases, and ends the problem that asphalt pavement is difficult to enhance.
About the Product:
Basalt geogrid is to choose basalt fiber yarn, using foreign advanced warp knitting machine woven substrate, using the warp knitting directional structure, make full use of the yarn in the fabric, improve its mechanical properties, make it has good tensile strength, tear resistance and creep resistance, and after high quality modified asphalt coating treatment of plane network material.
Characteristics:
1. High tensile electricity in the warp and weft directions.
2. Lower elongation, 4%.
3. Excellent temperature resistance range.
4. Unmatched anti-aging, acid and alkali-resistance
Technical Parameter:
Property | Test Method | TGSB 30-30 | TGSB50-50 | TGSB80-80 | TGSB100-100 | |
Ultimate tensile strength(1) (kN/m) | MD | EN ISO 10139 | 30 | 50 | 80 | 100 |
CD | 30 | 50 | 80 | 100 | ||
Elongation at maximum load (%) | MD | 3 | ||||
CD | 3 | |||||
Approximate mesh size(mm) | 12.7×12.7 25.4×25.4 40×40 | |||||
Roll Width (m) | 1-6 | |||||
Roll Length(m) | 50-200 | |||||
Use:
It reinforces old asphalt concrete road surface and asphalt surface layer, and prevent damage.
It is used for rebuilding cement concrete road surface into composite road surface and restraining reflection caused by block contraction.
It is used in road expansion and improvement project and caused by old and new combination position and uneven sedimentation.
It is in soft soil base reinforcement treatment, is favorable for soft soil water separation and concretion, restrains sedimentation effectively, distributes stress uniformly and overall strength of road base
It is used for preventing contraction crack cause by new road semi-rigid base layer, and reinforcing and preventing road surface crack caused by foundation crack reflection.
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