CEMENT - A SMALL GUIDE
TYPES OF CEMENT
There are various types of cement in use and as per IS
456:2000, Indian Standard code of practice for plain and reinforced
concrete permits the use of 10 different types of cement.
S.No. |
TYPES OF CEMENT |
Reference |
1 |
33 Grade ordinary Portland cement |
IS 269 |
2 |
43 Grade ordinary Portland cement |
IS 8112 |
3 |
53 Grade ordinary Portland cement |
IS 12269 |
4 |
Rapid hardening Portland cement |
IS 8041 |
5 |
Portland Slag Cement |
IS 455 |
6 |
Portland Pozzolana cement (fly ash based) |
IS 1489 (part 1) |
7 |
Portland Pozzolana cement (Calcined clay based) |
IS 1489 (part 2) |
8 |
Hydrophobic Cement |
IS 8043 |
9 |
Low heat Portland Cement |
IS 12600 |
10 |
Sulphate Resisting Portland Cement |
IS 12330 |
PORTLAND CEMENT
Portland cement is a hydraulic binder and a finely ground
inorganic material. When mixed with water, it forms a paste which sets and
hardens by means of hydraulic reactions.
ORDINARY PORTLAND CEMENT
Ordinary Portland cement is a product obtained by intimately
mixing together calcareous (limestone, chalk, etc) and argillaceous (clay,
shale,etc) materials, with or without other materials containing silica,
alumina, or iron oxide, burning them at a high temperature, and grinding
the resulting intermediate product, clinker with gypsum. After burning, no
material other than gypsum is added.
Grades of Ordinary Portland Cement (OPC)
The Bureau of Indian Standards has classified OPC into three
grades for producing different grades of concrete to meet the demands of
the construction industry. The classification is made on the basis of
Compressive strength at 28 days as:
33 grade – Ordinary Portland Cement
43 grade – Ordinary Portland Cement
53 grade – Ordinary Portland Cement
The grade indicates compressive strength of the cement in
N/mm2 at 28 days. Since higher grades of concrete necessitate the use of
higher strength of cement at 28 days, use of 33 grade cement has dropped during
the last decade.
Both 43 grade and 53 grade cement can be used for producing
higher grades of concrete.
Physical and Chemical properties of various grades of
Ordinary Portland cement
TYPE OF CEMENT |
33 GRADE |
43 GRADE |
53 GRADE |
PHYSICAL PROPERTIES |
|||
Minimum Compressive Strength N/mm2 |
|||
3 days |
16 |
23 |
27 |
7 days |
22 |
33 |
37 |
28 days |
33 |
43 |
53 |
Fineness |
|||
Minimum Specific Surface, m2/kg |
225 |
225 |
225 |
Setting Time - Minutes |
|||
Initial - Minimum |
30 |
30 |
30 |
Final - maximum |
600 |
600 |
600 |
Soundness - Expansion |
|||
(Le Chatlier test –mm) Maximum |
10 |
10 |
10 |
Autoclave test- MgO- percent, maximum |
0.8 |
0.8 |
0.8 |
CHEMICAL PROPERTIES |
|||
Loss on Ignition – percent, maximum |
5.0 |
5.0 |
4.0 |
Insoluble residue – percent, maximum |
4.0 |
2.0 |
2.0 |
Magnesia MgO – percent, maximum |
6.0 |
6.0 |
6.0 |
Lime Saturation Factor (LSF) |
0.66 – 1.02 |
0.66 – 1.02 |
0.8 – 1.02 |
Ratio – AF, minimum |
0.66 |
0.66 |
0.66 |
BLENDED CEMENTS
Blended cements or composite cements are those cements in
which a mineral additive has been added to Portland cement. Blended cement is a
hydraulic cementitious product, similar to ordinary Portland cement, but due to
the addition of blending material it has certain improved properties compared
to OPC.
Portland Pozzolana Cement (PPC)
Portland Pozzolana Cement (PPC) is manufactured either by
grinding intimately together Portland cement clinker, gypsum and a pozzolana
such as fly ash, or by intimately and uniformly blending Portland cement and
fine pozzolana. The BIS has differentiated PPC based on the pozzolana added to
the mix. Thus IS 1489 (part 1) is Portland pozzolana cement (fly ash
based).According to the latest amendment in July 2000, the proportion of fly
ash as a pozzolana used can vary between 15 and 35 percent by weight of cement,
as stipulated by IS 1489 (part 1) 1991.
Increased impermeability, lower heat of hydration, lower
plastic shrinkage, reduced alkali-aggregate expansion and improved resistance
to aggressive chemical agents and corrosion are some of the major benefits to
be derived from the use of PPC. The use of PPC is, thus desirable for enhancing
durability in different construction jobs, specially for structures subjected
to aggressive environments. In mass concrete construction, PPC concretes have
shown rather
better behavior in respect of cracking than OPC concretes
because of lower heat of hydration.
Portland Blast furnace Slag Cement (PBSC)
Portland blast furnace slag cement is an intimately ground
mixture of Portland cement clinker and granulated blast furnace slag, either
inter ground or ground separately and blended together. The granulated blast
furnace slag is a non-metallic product obtained by rapidly chilling or
quenching in water the molten tapped from the blast furnace of a steel plant.
As per the latest amendment to IS 455 in May 2000, the slag constituent should
not be less than 25 percent nor more than 70 percent of the Portland cement.
PBSC generally has higher fineness, lower heat of
hydration, lower permeability and better resistance to
chemical attack and corrosion than OPC.
Portland slag Cement can be used for all construction jobs
in place of ordinary Portland cement, but its special properties render its
adoption highly desirable fro marine structures involving large masses of
concrete such as dams, retaining walls, and bridge abutments, and for
structures exposed to sulphate bearing soils such as foundations and roads.
Benefits of Blended Cements
The use of blended cement improves the properties of both,
fresh and hardened concrete. These can be as a result of the extended hydration
of the cement-pozzolana mixture, reduced water demand, and due to the improved
cohesion of the paste. Another important benefit is the improvement in
durability resulting from the lower permeability and improved microstructure of
the concrete. This arises from the reduction in pore size of the cement paste
and the refinement of pore structure of the cement paste as well as
improvements in the properties of the
‘interfacial zone’ between he cement paste and the
aggregate/inerts.
Physical and Chemical properties of blended cement (PPC
and PBSC)
TYPE OF CEMENT |
PPC |
PBSC |
PHYSICAL PROPERTIES |
||
Minimum Compressive Strength N/mm2 |
||
3 days |
16 |
16 |
7 days |
22 |
22 |
28 days |
33 |
33 |
Fineness |
||
Minimum Specific Surface, m2/kg |
300 |
225 |
Setting Time - Minutes |
||
Initial - Minimum |
30 |
30 |
Final - maximum |
600 |
600 |
Soundness - Expansion |
||
(Le Chatlier test –mm) Maximum |
10 |
10 |
Autoclave test- MgO- percent, maximum |
0.8 |
0.8 |
Additives - percent by weight of cement |
|
|
Fly ash |
15-35 |
|
GGBS |
|
25-70 |
CHEMICAL PROPERTIES |
||
Loss on Ignition – percent, maximum |
5.0 |
5.0 |
Insoluble residue – percent, maximum |
# |
4.0 |
Magnesia MgO – percent, maximum |
6.0 |
8.0 |
Sulphur – percent, maximum as Sulphuric
anhydride (SO3) |
3.0 |
3.0 |
# - x + (4.0(100-x)/x) where x is the declared
percentage of pozzolana in PPC.
4. STORAGE OF CEMENT
Since cement is a very finely ground hygroscopic material:
i.e. it readily absorbs moisture every precaution should be taken to ensure
that the cement is kept free from contact with moisture in any form. The
storage shed should have a pucca floor raised at least 150mm above ground
level, and it should be provided with air tight doors and windows. It is a good
practice that cement is moved in and out of the godowns in the
“first-in-first-out” method. The drainage systems on the roof and around the
godown should be well maintained, specially during the monsoon months.
At site, the cement bags should be kept on a raised platform
and covered with a tarpaulin.
Cement stored for a long time tends to deteriorate and an
indicative rate of its deterioration is given.
Possible reduction in strength of concrete made with
stored cement
PERIOD OF STORAGE OF CEMENT
- MINIMUM EXPECTED REDUCTIONS IN STRENGTH
AT 28 DAYS (%)
Fresh
-
0
3
months
-
20
6
months
-
30
1
year
-
40
2
years
-
50
TEST FOR ADULTERATION
A sample of doubtful cement should be burnt for about 20
minutes on a steel plate heated on a stove. An adulterated sample will change
in colour; unadulterated cement, on the other hand, will remain unchanged.
Small pats of about 50 X 50 X 20 mm size should be made. If
the cement is adulterated, the pats can be broken easily with the pressure of
fingers the next day.
It is, however, always advisable to send a sample to a
laboratory for analysis and tests whenever there is doubt regarding the quality
of cement.