CEM I 52.5 R-SR - HIGH EARLY STRENGTH PORTLAND CEMENT

In full compliance with the BDS EN 197-1 Standard

Composition to BDS EN 197-1: 95 to 100% Portland cement clinker as a main constituent and 0 to 5% minor constituents (fillers).
Calcium sulfate is used to regulate the setting time of cement.

• Declaration of performance (CEM I 52,5 R-SR) (Size: 78 KB)
• Certificate of conformity (CEM I 52, 5 R-SR) (Size: 138 KB)

CEM I 52.5 N - NORMAL EARLY STRENGTH PORTLAND CEMENT

In full compliance with the BDS EN 197-1 Standard

Composition to BDS EN 197-1: 95 to 100% Portland cement clinker as a main constituent and 0 to 5% minor constituents (fillers).
Calcium sulfate (gypsum) is used to regulate the setting time of cement.

Application:

• Production of high early strength concrete;
• Concrete products and precast elements exposed to periodic freezing/thawing;
• Production of pre-stressed concrete;
• Production of reinforced concrete elements with or without thermal treatment;
• Ready-mix concrete manufactured in concrete plants according to BDS EN 206 and BDS EN 206/NA;
• In floor screeds manufactured as per BDS EN 13813;
• In cement bound granular mixtures as per BDS EN 14227-1.

• Declaration of Performance (CEM I 52, 5 N) (Size: 78 KB)
• Certificate of constancy of performance (CEM I 52, 5 N) (Size: 146 KB)

CEM I 52,5 N-SR 5 - PORTLAND SULPHATE RESISTANCE

• Declaration of performance (CEM I 52,5 N-SR 5) (Size: 81 KB)
• Certificate of constancy of performance (CEM I 52,5 N-SR 5) (Size: 149 KB)

CEM I 42.5 R-SR5 - HIGH EARLY STRENGTH SULFATE RESISTANT PORTLAND CEMENT

In full compliance with the BDS EN 197-1 Standard.

Composition to BDS EN 197-1: 95 to 100% Portland cement clinker as a main constituent and 0 to 5% minor constituents (fillers).
Calcium sulfate (gypsum) is used to regulate the setting time of cement.

Designed for use in highly aggressive sulfate containing waters.

Application:

• Production of concrete and reinforced concrete hydraulic structures exposed to sulfate aggression, systematically repeated freezing and thawing or wetting and drying, sulfur-containing gases and seawater;
• Production of concrete, intended for pressure and non-pressure installations in soils with varying degrees of filtration and sulfate aggression;
• Ready-mix concrete manufactured in concrete plants according to BDS EN 206 and BDS EN 206/NA;
• In floor screeds manufactured as per BDS EN 13813;
• In cement bound granular mixtures as per BDS EN 14227-1.

• Declaration of Performance (CEM I 42.5 R-SR5) (Size: 83 KB)
• Certificate of constancy of performance CEM I 42.5 R-SR5 (Size: 149 KB)

CEM II/A-LL 42.5 R - HIGH EARLY STRENGTH LIMESTONE PORTLAND CEMENT

In full compliance with the BDS EN 197-1 Standard.

Composition to BDS EN 197-1: 80 to 94% Portland cement clinker, 6 to 20% limestone, 0 to 5% other components (fillers).
Calcium sulfate (gypsum) is used to regulate the setting time of cement.

Application:

• Production of reinforced and unreinforced concrete;
• In industrial construction;
• Production of small-sized concrete products and components;
• Production of concrete products and components exposed to periodic freezing and thawing;
• Not recommended for production of concrete and solutions exposed to aggressive chemical influence;
• Ready-mix concrete manufactured in concrete plants in compliance with the BDS EN 206 and BDS EN 206/NA standards;
• In floor screeds manufactured as per BDS EN 13813;
• In cement bound granular mixtures as per BDS EN 14227-1.

• Declaration of Performance (CEM II/A-LL 42.5 R) (Size: 73 KB)
• Certificate of Conformity (CEM II/A-LL 42.5 R) (Size: 168 KB)

CEM II/B-L 32.5 R - HIGH EARLY STRENGTH LIMESTONE PORTLAND CEMENT

In full compliance with the BDS EN 197-1 Standard.

Composition to BDS EN 197-1: 65 to 79% Portland cement clinker, 21 to 35% limestone, 0 to 5% other components (fillers).
Calcium sulfate (gypsum) is used to regulate the setting time of cement.

Application:

• In building construction – flooring, masonry, plastering works, etc.;
• Ready-mix concrete manufactured in concrete plants in compliance with the BDS EN-206-1 standard;
• Not recommended for use in concrete and solutions exposed to periodic freezing and thawing;
• Ready-mix concrete manufactured in concrete plants in compliance with the BDS EN 206 and BDS EN 206/NA standards;
• In floor screeds manufactured as per BDS EN 13813;
• In cement bound granular mixtures as per BDS EN 14227-1.

• Declaration of Performance (CEM II/B-L 32.5 R) (Size: 75 KB)
• Certificate of constancy of performance (CEM II/B-L 32.5 R) (Size: 138 KB)

CEM IV/A (V) 42.5 N - NORMAL EARLY STRENGTH POZZOLANIC CEMENT

In full compliance with the BDS EN 197-1 Standard.

Composition to BDS EN 197-1: 65 to 89% Portland cement clinker, 11 to 35% pozzolans and fly ash, 0 to 5% other components (fillers).
Calcium sulfate (gypsum) is added to regulate the setting time of cement.

Pozzolanic cement is known for its increased water demand, faster rate of drying shrinkage, slower early strength development, great water resistance and water repellent performance and its lower frost resistance.

Application:

• In concrete and reinforced concrete elements used under water or exposed to high humidity;
• Ready-mix concrete manufactured in concrete plants in compliance with the BDS EN 206 and BDS EN 206/NA standards;
• In floor screeds manufactured as per BDS EN 13813;
• In cement bound granular mixtures as per BDS EN 14227-1.

• Declaration of Performance (CEM IV A (V) 42.5 N) (Size: 77 KB)
• Certificate of constancy of performance (CEM IV/A (V) 42.5 N) (Size: 142 KB)

HYDRAULIC ROAD BINDER HRB E 2

• Declaration of performance HRB E2 (Size: 75 KB)
• Certificate of comformity HRB E2 (Size: 176 KB)

HYDRAULIC ROAD BINDER HRB E 4

• Declaration of performance (HRB E4) (Size: 72 KB)
• Certificate of constancy of performance (HRB E4) (Size: 176 KB)