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Ultrafine GGBFS Fly Ash Blend (D50=14.73μm) | Micro-Fine Mineral Powder
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Ultrafine GGBFS Fly Ash Blend (D50=14.73μm) | Micro-Fine Mineral Powder

YL Ultra-Micro Grade Composite Powder stands out as a premium cementitious material, defined by its ultra-fine particle size distribution with a D50 of 14.73μm—achieved through advanced grinding and classification technology. Composed of meticulously processed GGBFS and fly ash, this product is engineered to maximize the micro-aggregate effect in concrete, delivering unmatched performance in high-specification applications.

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    Introduction
    Product Introduction
    MANUFACTURING

    The ultra-fine particle size is the cornerstone of its performance: particles smaller than 32μm account for 100% of the product, with 38.44% falling in the 3-10μm range. This fine particle distribution fills the nanoscale and microscale voids between cement grains, creating a denser, more homogeneous microstructure that significantly improves concrete’s impermeability, strength, and durability. In fresh concrete, it enhances fluidity and cohesiveness, reducing bleeding and segregation, making it ideal for self-compacting concrete (SCC) and high-strength concrete (HSC) applications where precise workability is critical.

    MANUFACTURING

    Performance data confirms the impact of this ultra-fine grading: at a 30% dosage, the 28-day compressive strength reaches 56.2 MPa, with 90-day strength climbing to 67.7 MPa—outperforming both pure cement and coarser mineral admixtures. The fine particles also accelerate the pozzolanic reaction, leading to faster early strength gain while maintaining long-term performance. For projects requiring exceptional surface finish, such as architectural concrete, or superior durability, such as nuclear power plants or coastal infrastructure, YL Ultra-Micro Grade Composite Powder is the premium choice, offering technical superiority that justifies its investment.

    SPECIFICATIONS

    Mineral Powder-Fly Ash Composite Ultrafine Powder

    No. Test Item Unit Standard Requirement Test Result Individual Judgment
    1 Specific Surface Area m²/kg ≥450 520 Qualified
    2 Moisture Content % ≤1.0 0.3 Qualified
    3 Fluidity Ratio % ≥95 102 Qualified
    4 3-day Activity Index % ≥70 78 Qualified
    5 28-day Activity Index % ≥95 105 Qualified
    6 Loss on Ignition % ≤3.0 2.1 Qualified
    7 Sulfur Trioxide (SO₃) % ≤2.0 1.5 Qualified
    8 Chloride Ion Content % ≤0.06 0.02 Qualified
    PERFORMANCE

    Application Performance Test of Ultrafine Powder

    No. Application Scenario Test Item Unit Test Result Effect Evaluation
    1 Concrete Mixing Concrete 28-day Compressive Strength Increase Rate % 12.3 Significantly Improves Strength
    2 Pipe Pile Manufacturing Concrete Fluidity mm 230 Meets Pipe Pile Pouring Requirements
    3 Cement-Based Insulation Materials Thermal Conductivity Reduction Rate % 8.7 Improves Thermal Insulation Performance
    4 High-Performance Concrete Concrete Shrinkage Rate % 0.035 Effectively Reduces Shrinkage Cracks

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