Ultrafine GGBFS Fly Ash Blend (D50=14.73μm) | Micro-Fine Mineral Powder
description1
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.
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.
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 |
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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