Product Details

Ground Granulated Blast Furnace Slag

GGBS slag is by product of iron and steel manufacturing process. It contains the entire basic constituent of OPC but not exactly in the same ratio and chemical form. Slag itself has no cementing property but when mixed with OPC, it develops hydraulic properties similar to cement. The calcium oxide (CaO) found in slag is tied up as calcium silicate, calcium aluminates and calcium alumino silicates. Although these compounds are not identical to those found in Portland cement (i.e. tricalcium silicate, tricalcium aluminates etc), they hydrate when activated by calcium hydroxide generated during the hydration of Portland cement. Since GGBS is almost 100% glassy, it is generally more reactive. This process of quenching is called granulation because it produces glassy granules similar in appearance to coarse sand, having excellent cementitious property when ground to high fineness and mixed with cement.

Replacement of OPC with GGBS increases the durability and workability without affecting strength. Thus finally it is cost effective solution in current competitive market.

Granulated slag obtained from blast furnace slag is wet and coarse in nature and can not be useful directly. So drying and grinding process are carried out to make it useful.

Normally ball mill is used to make it fine in nature. There is no any chemically changes happens during this process only physical nature of the material is being changed from coarse to fine.

During grinding process classification is also carried out simultaneously in order to maintain uniform particle size.

GGBS replaces a substantial proportion of normal cement OPC in RMC. The mixing varies from 30% to 70% approximately (generally 50%). The higher the proportion, the better is durability for concrete. GGBS is also used in other forms of concrete including site batched and precast.


Superior Quality Concrete
  • Improved workability, pumpability and compaction characteristics
  • for concrete placement Increased strength
  • Reduced permeability
  • More chemically stable
  • High resistance to chloride penetration
  • Very low heat of hydration
  • Improved resistance to attack from fire

Superior Appearance
  • Improved surface finish
  • Lighter and more even color
  • Enhanced reflectivity for greater visibility and safety
  • Suppresses/eliminates efflorescence

Low Environmental Impact
  • Use of GGBS extends the life cycle of concrete structures
  • Enhanced durability, reduced maintenance and repair costs
  • Reduces construction costs
  • Low carbon footprint

Better Value for Money
  • Enhanced durability and strength longer life
  • Enhanced architectural appearance reduced need for other expensive finishes or painting
  • Lower maintenance costs
  • Enhanced life cycle
  • No additional premium on material costs

GGBS is a fine powder, used in concrete as "cement", major use in ready mixed concrete (RMC) or in the production of Portland slag cement. GGBS replaces a substantial proportion of normal cement (Ordinary Portland Cement) in RMC. The mixing varies from 30% to 70% approximately (generally 50%). The higher the proportion, the better is durability for concrete. GGBS is also in other forms of concrete including site-batched and pre-cast.

Replacement of Portland Cement by adding up to 70% GGBS, reduce cement content in concrete from about 530 Kg/m3 to 160 Kg/m3 and despite of this large reduction of cement in concrete, ultimate strength is not affected, also considerable improvement in durability properties is observed.

GGBS is a fine powder, used in concrete as "cement", major use in ready mixed concrete (RMC) or in the production of Portland slag cement. GGBS replaces a substantial proportion of normal cement (Ordinary Portland Cement) in RMC. The mixing varies from 30% to 70% approximately (generally 50%). The higher the proportion, the better is durability for concrete. GGBS is also in other forms of concrete including site-batched and pre-cast.

Replacement of Portland Cement by adding up to 70% GGBS, reduce cement content in concrete from about 530 Kg/m3 to 160 Kg/m3 and despite of this large reduction of cement in concrete, ultimate strength is not affected, also considerable improvement in durability properties is observed.

GGBS is used as green construction material.

  • High rise building construction
  • Marine applications such as Dam, Shore protection construction.
  • Effluent treatment plant
  • Sewage system construction
  • Cement products like Pipe, Tiles, Blocks etc.
  • Substantially replacement of cement.


Physical properties as per BS 6699:1992

Characteristics
Specification
Typical
Moisture (%)
10 max
0.38
Fineness


Specific Surface area (m2/kg)
275 min
395
Retention on 45 micron (%)
No limit
2.90
Setting time


Initial minutes
60 min
195
Final minute
No limit 290
Soundness


Le-Chatelier Expansion (mm)
10 max
1.0
Compressive strength


(Mortar) with Portland cement (PC)


2 days-N/mm27 days-N/mm2
10.0 min
28.3
7 days-N/mm2
No limit 38.2
28 days-N/mm2
42.5-62.5
47.40
(Mortar) with 70% GGBS +30% PC


2 days-N/mm2
No limit 10.40
7 days-N/mm2
12.0 min
24.10
28 days-N/mm2*
32.5 min
42.10
Glass content (%)
67 min
94.00

Chemical composition as per BS 6699:1992

Composition (%)
Specification
Typical value
Loss on Ignition (LOI)
3.0 max
0.65
Insoluble Residue (IR)
1.5 max
0.42
Silica as SiO2
No limit
34.52
Alumina (Al2O3)
No limit
13.95
Iron oxide (Fe2O3)
No limit
0.90
Calcium oxide (CaO)
No limit
41.75
Magnesium oxide (MgO)
14.0 max
6.03
Sulphur trioxide (SO3)
2.5 max
0.26
Sulphide Sulphur
2.0 max
0.70
Sodium oxide (Na2O)
No limit
0.30
Potassium oxide (K2O)
No limit
0.34
Chloride (Cl)
0.10 max
0.01
Manganese oxide (Mn2O3)
2.0 max
0.45



Chemical ratio


CaO+MgO+SiO2
66.67 min
82.30
(CaO+MgO)/SiO2
1.0 min
1.38
CaO/SiO2
1.4 max
1.21