CEM III/A 42.5 N-LH/HSR/NA

Foundry cement

CEM III/A 42.5 N-LH/HSR/NA

Composition

  • Portland clinker in the amount of 35-50%
  • Granulated blast furnace slag in the amount of 50-65%
  • Secondary ingredients in the amount of 0-5%
  • Setting time regulator - calcium sulfate

Characteristics

  • Specific gravity 3.02 kg/dm3
  • Volume of 100 kg of cement is 33.1 dm3
  • Bulk density 1.33 t/m3
  • High resistance to chemical aggression
  • Low shrinkage
  • Low heat of hydration
  • Low alkali content
  • Moderate early strength development dynamics

Application

  • Precast concrete according to PN-EN 206-1
  • Self-compacting concrete SCC
  • Foundation concrete
  • Concrete for massive structures
  • Colored concretes and mortars
  • Concrete for hydraulic structures
  • Concrete with high resistance to chemical aggression
  • Concrete for underground structures (culverts, tunnels)
  • Soil stabilization and road subbases
  • Screeds

Meets requirements

  • standards PN-EN 197-1 "Cement - Part 1: Composition, requirements and conformity criteria for common cements"
  • standards PN-EN 197-2 "Cement - Part 2: Conformity evaluation and verification of the constancy of performance"
  • standards PN-B-19707 "Cement. Special cement. Composition, requirements and conformity criteria"
REQUIREMENTS according to PN-EN 197-1 UNIT REQUIRED VALUES
Compressive strength after 2 days MPa ">= 10.0
Compressive strength after 28 days MPa ">= 42.5 <= 62.5
Setting time (beginning) min ">= 60
Volume stability mm "<= 10
Loss on ignition % "<= 5
Insoluble residue % "<= 5
Sulfate content (as SO3) % "<= 4
Chloride content % "<= 0.10
Chromium content Cr(VI) ppm "<= 2.0
Hydration heat after 41 h J/g "<= 270

 

Requirements according to PN-B-19707 UNIT REQUIRED VALUES
Sulfate resistance % "<= 0.5
Alkali content (as Na2Oeq) % "<= 1.1