Surface Sandblasted Glass Fiber Reinforcement (GFRP Reinforcement)
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Product Introduction
Compared with ordinary glass fiber bars, the glass fiber bars that have undergone sandblasting treatment on their surfaces have significantly improved their physical interlocking performance. The sandblasting treatment forms controllable microscopic concave-convex textures on the surface of the glass fiber bars (roughness approximately Ra = 50-100 μm-1), allowing the concrete slurry to penetrate into them, forming a firm mechanical interlocking. The change from smooth contact to tight embedding significantly enhances the interface friction. A large number of pull-out tests have shown that compared with smooth bars, sandblasting treatment can increase the bonding strength by 20% to 30% when used with ultra-high performance concrete (UHPC), and the effect is even better. The strong bonding force is the foundation of the safety of concrete structures, ensuring the effective transmission of stress - significantly improving the anti-slip and anti-pull-out capabilities, and guaranteeing the anchoring performance. This treatment is particularly suitable for high-corrosion environments such as offshore platforms and can be applied to almost all types and sizes of glass fiber bars.
Performance Comparison Table
Theoretical weight table of glass fiber reinforced materials
| Diameter | Weight per meter | The number of tons of rice | Tensile strength (megapascals) | Shear strength (megapascals) | Limit strain | Elastic modulus (GPa) |
| Φ6 | 0.065 kilograms/meter | 15385 m | ≥650 | ≥110 | ≥1.2 | ≥40 |
| Φ8 | 0.105 kilograms/meter | 9525 m | ≥650 | ≥110 | ≥1.2 | ≥40 |
| Φ10 | 0.165 kilograms/meter | 6060 m | ≥650 | ≥110 | ≥1.2 | ≥40 |
| Φ12 | 0.24 kilograms/meter | 4167 m | ≥650 | ≥110 | ≥1.2 | ≥40 |
| Φ14 | 0.28 kilograms/meter | 3572 m | ≥650 | ≥110 | ≥1.2 | ≥40 |
| Φ16 | 0.37 kilograms/meter | 2702 m | ≥600 | ≥110 | ≥1.2 | ≥40 |
| Φ18 | 0.46 kilograms/meter | 2713 m | ≥600 | ≥110 | ≥1.2 | ≥40 |
| Φ20 | 0.56 kilograms/meter | 1786 m | ≥600 | ≥110 | ≥1.2 | ≥40 |
| Φ22 | 0.70 kilograms/meter | 1429 m | ≥600 | ≥110 | ≥1.2 | ≥40 |
| Φ25 | 0.95 kilograms/meter | 1053 m | ≥600 | ≥110 | ≥1.2 | ≥40 |
| Φ28 | 1.22 kilograms/meter | 820 m | ≥600 | ≥110 | ≥1.2 | ≥40 |
| Φ30 | 1.35 kilograms/meter | 740 m | ≥600 | ≥110 | ≥1.2 | ≥40 |
| Φ32 | 1.51 kilograms/meter | 663 m | ≥600 | ≥110 | ≥1.2 | ≥40 |
| Φ36 | 2.04 kilograms/meter | 490 m | ≥600 | ≥110 | ≥1.2 | ≥40 |
| Φ38 | 2.36 kilograms/meter | 424 m | ≥600 | ≥110 | ≥1.2 | ≥40 |
Execution standard: GB/T26743-2011 "Fiber Reinforced Composite Materials for Structural Engineering"
List of steel bar test parameters
| Rebar | Tensile test | Tensile elongation test | ||||
| Serial Number | Diameter | Numbers | Theoretical weight (kilograms/metre) | Yield strength (MPa) | Elastic strength (MPa) | Tensile elongation test |
| 1 | Φ6 | Level One Q235 | 0.222 | 235 | 370 | 25 |
| 2 | Φ8 | Level One Q235 | 0.394 | 235 | 370 | 25 |
| 3 | Φ10 | Level One Q235 | 0.619 | 235 | 370 | 25 |
| 4 | Φ16 | Level One Q235 | 1.580 | 235 | 370 | 25 |
| 5 | Φ20 | Level One Q235 | 2.470 | 235 | 370 | 25 |
| 6 | Φ32 | Level One Q235 | 6.310 | 235 | 370 | 25 |
| 7 | Φ12 | HRB335 | 0.888 | 335 | 490 | 16 |
| 8 | Φ14 | HRB335 | 1.209 | 335 | 490 | 16 |
| 9 | Φ16 | HRB335 | 1.580 | 335 | 490 | 16 |
| 10 | Φ18 | HRB335 | 1.980 | 335 | 490 | 16 |
| 11 | Φ20 | HRB335 | 2.470 | 335 | 490 | 16 |
| 12 | Φ22 | HRB335 | 2.980 | 335 | 490 | 16 |
| 13 | Φ25 | HRB335 | 3.850 | 335 | 490 | 16 |
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