Sika ViscoFlow® - 3400 LV - Concrete admixture
Verified by manufacturer 19 days ago
High range water reducing/ super-plasticizing concrete admixture.
Application
- Sika ViscoFlow®-3400 LV is suitable for the production of ready mixed concrete.
- Suited for use in SCC and flowing concretes.
- Applicable across broad range of consistence classes from S3 – SF3.
- High performance concrete.
- High rise/pumped concrete.
- Slip form concrete.
- Improved effectiveness in higher ambient temperatures.
Description
Sika ViscoFlow®-3400 LV is a liquid admixture for concrete based on unique polycarboxylate polymers. Sika ViscoFlow®-3400 LV is designed as a high range water reducer or super-plasticizer. It is particularly suited for use in concretes that require low water/cement ratios and / or high water reductions. The product provides fast adsorption resulting in highly efficient dispersion and potential reduction in mixing time.
Features and benefits:
- High range water reductions resulting in higher strengths and densities.
- Improved mixing times.
- Improved cohesion properties.
- Improved early and ultimate strengths.
- Excellent placement characteristics.
- Improved rheology.
- Improved durability.
- Reduced segregation and bleeding.
- Reduced drying shrinkage.
- Reduced mix costs.
General information
Color | Brown |
Material | Liquid Guidance for specification option: Modified polycarboxylate. |
Shape | Formless |
Uniclass | |
CAWS | E10/20 Designated concrete E10/418 Proprietary admixture |
Product range |
Specification data - High-range water-reducing and superplasticizing concrete admixtures
General requirements | Admixtures generally. |
Performance requirements | To BS EN 934-2, Tables 3.1 and 3.2. |
Composition | Modified polycarboxylate. |
Capacity | 200 L. 1000 L. |
Shelf life | 12 months. |
Appearance | Brown liquid. |
Density | 1.10 kg/L. Manufacturer guidanceAt 20°C. |
Chloride Ion content | <0.1% w/w. Guidance for specification option: Chloride free. |
Dosage | 0.2—1.5%. Guidance for specification option: By weight of cement. |