Ready-Mix Concrete Ultrafine Admixture | Improved Workability Additive
description1
A key benefit is its ability to optimize concrete’s rheological properties: the ultra-fine particle size (D50=14.73μm) acts as a lubricant between cement grains, reducing friction and improving fluidity without increasing water content. This minimizes slump loss during transit, ensuring concrete arrives at the job site with the same workability as when it left the batching plant. It also enhances pumpability, reducing wear on pumping equipment and enabling longer delivery distances—critical for urban construction projects with limited access.
Beyond workability, this product improves the long-term durability of ready-mix concrete. At a 20% dosage, the 28-day compressive strength reaches 55.0 MPa, with 90-day strength climbing to 62.2 MPa, outperforming pure cement in later ages. It reduces the heat of hydration, lowering the risk of thermal cracking in large pours, and enhances resistance to sulfate attack and alkali-aggregate reaction, extending the service life of concrete structures. For ready-mix producers, this translates to fewer customer complaints about workability issues, reduced maintenance costs for equipment, and a stronger reputation for reliable, high-quality concrete—making it an essential additive for commercial, residential, and infrastructure projects.
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 |
Make An Appointment


Send
Email
Phone



