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    Surface Sandblasted Glass Fiber Reinforcement (GFRP Reinforcement)
    Surface Sandblasted Glass Fiber Reinforcement (GFRP Reinforcement)
    Surface Sandblasted Glass Fiber Reinforcement (GFRP Reinforcement)
    Surface Sandblasted Glass Fiber Reinforcement (GFRP Reinforcement)
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    • Surface Sandblasted Glass Fiber Reinforcement (GFRP Reinforcement)
    • Surface Sandblasted Glass Fiber Reinforcement (GFRP Reinforcement)
    • Surface Sandblasted Glass Fiber Reinforcement (GFRP Reinforcement)
    • Surface Sandblasted Glass Fiber Reinforcement (GFRP Reinforcement)

    Surface Sandblasted Glass Fiber Reinforcement (GFRP Reinforcement)

    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.

    Details

    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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