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EAMICRETE F 4000

High Range Water Reducing Concrete Admixtures with Workability Retention for Pozzolanic Materials

PRODUCT DESCRIPTION

EAMICRETE F 4000 is high-range water-reducing concrete admixture concreting in extreme weather conditions. It is formulated to produce high concrete properties with extended workability and for use with pozzolanic materials such as silica fumes, PFA, Slag. It is based on high performance polymers that will disperse cement particles that tend to agglomerate, enabling the mixing water to perform more efficiently and contains materials that produce high early strength concrete.

PRODUCT DOCUMENTS

Technical Data Sheet

TYPICAL APPLICATIONS

EAMICRETE F 4000 is formulated to be used as high range water reducing concrete admixtures with workability retention to:

  • Provide an excellent water reduction with very good workability.

  • Provide an excellent early development as well as ultimate strengths.

  • Improve the workability & extending the workability life without addition of water.

  • Improve the durability and reduce the permeability.

  • To be used with pozzolanic materials: Silica Fumes, PFA, Slag where water-reduction, physical & mechanical properties to be greatly improved. So, EAMICRETE F 4000 is suitable to be used in concreting:

  • Ready mix concrete.

  • Precast & Pre-stressed concrete.

  • Bridges, ceilings, beams floorings.

PRODUCT FEATURES

  • Improves workability with water reduction.

  • Enables reduction of cement content.

  • Accelerates early strengths.

  • Eliminates the risk of segregation, bleeding and creep.

  • Increases mix cohesion.

  • Improves durability and reduces permeability.

  • Improves surface finishes.

  • Water-based: non-flammable, non-toxic and does not contain any harmful ingredients.

  • Chloride and nitrate free.

  • Formulated for the Middle East Climates.

STANDARDS

EAMICRETE F 4000 is formulated to comply with all requirements of:

  • ASTM C 494 Type F

  • ES 1899 Part 1: Tables 1, 3.1 and 3.2

  • EN 934 Part 2: Tables 1, 3.1 and 3.2

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