We were discussing “Cements and its types” and " Raw materials for manufacturing of cements”,
“Pyroprocessing in cement industry” and
“Hydration of cement” in our previous posts.
Today we are going to start here one very important
topic i.e. Properties of cement compounds with this post. We will understand
the various terminologies and engineering concepts used in cement technology
with the help of this category.
Further we will go for discussion of selection of
the process, process technology, burning technology, firing technology, clinker
cooling and grinding, cement packing and dispatch, pollution control and much
more facts about cement technology in our next post in this category of cement
technology.
Properties of cement compounds
Cementing qualities
C3S:
It undergoes an initial and final set within a few
hours after gauging. Mixes of C3S and water are less plastic than Portland
cement clinker and more water is required to obtain a more workable paste.
Addition of gypsum renders the mass more plastic.
C2S:
It exhibits no definite setting time and the gauged
mass sets slowly over a period of some days. Addition of gypsum produces little
effect.
C3A:
It gives a flash set on gauging with water. This is
accompanied by evolution of so much heat as to lead to violent steaming. On
further mixing, plastic, easily workable mass is obtained. In moist air the
mass sets and hardens, giving fair strength, but on placing in water, the set
material disintegrates and crumbles away.
Strengths
- C2S produces little strength at early stages, but gains steadily in strength at later stages until it approaches equality with C3S.
- C3S attains the greater part of its strength in 7 days.
- C3A produces some strength in one day, but shows no subsequent development. Its influence in the mix seems erratic and in some cases, it lowers the strength. Its presence increases the rate of hydration and strength development of C3S, However no expansion or disintegration is shown by cement as C3A is present in relatively small amounts (6 - 12 %)
- C4AF hydrates rapidly but its contribution to early strength is still uncertain. Though setting occurs in a few minutes, it does not show a flash set like C3A. There is a marked heat evolution but much less vigorous than C3A.
Strength developed by cement depends on the following factors
1. Fineness
of cement
2. Grading
of sand / aggregates
3. Proportion
of water used
4. Degree
of mixing
5. Temperature
and humidity of the atmosphere
6. Curing
conditions (presence water or air, temperature, steam etc. during setting).
Compressive Strengths (Kg/sq. cm)
Compounds
|
7
days
|
28
days
|
180
days
|
365
days
|
C3S
|
322
|
466
|
512
|
584
|
C2S
|
24
|
42
|
193
|
325
|
C3A
|
118
|
124
|
0
|
0
|
C4AF
|
300
|
384
|
493
|
593
|
Compressive Strength of Cement Compounds (lb/in2)
Comp-ound
|
Gypsum
added%
|
Mixing
water%
|
Total
water
used%
|
1
day
|
3
Days
|
7
days
|
28
days
|
3
months
|
6
months
|
1
year
|
2
years
|
C3S
|
0
5
|
35
35
|
50
50
|
1450
1770
|
2800
2780
|
5960
5830
|
7100
6760
|
7100
6330
|
9690
8700
|
10300
9800
|
11300
11300
|
C2S
|
0
5
|
30
30
|
50
50
|
0
0
|
60
90
|
140
220
|
910
1200
|
5160
3900
|
7560
7700
|
10230
9800
|
14350
13600
|
C3A
|
0
15
|
60
60
|
60
60
|
30
600
|
170
900
|
250
1000
|
600
1580
|
670
1280
|
890
1770
|
1090
1320
|
800
1320
|
C4AF
|
0
15
|
50
50
|
50
50
|
0
20
|
300
390
|
290
440
|
360
720
|
380
1110
|
580
1330
|
650
1420
|
720
1500
|
Compressive Strength Data (N/mm2)
Cement
Type
|
1
day
|
3
days
|
7
days
|
28
days
|
91
days
|
OPC
|
9.3
|
22.5
|
32
|
42
|
50.5
|
Rapid
Hardening Portland
|
14
|
27
|
36.6
|
46.3
|
52.5
|
Extra
Hardening Portland
|
29.6
|
30.5
|
37.3
|
44.3
|
50
|
Ultra
Hardening Portland
|
21
|
37.5
|
44.2
|
52.3
|
56
|
Sulphate
Resisting Portland
|
-
|
22.1
|
29.5
|
41.3
|
-
|
Low
Heat Portland
|
-
|
9.6
|
13.9
|
34.3
|
-
|
White
Portland
|
-
|
26.5
|
36.2
|
46.5
|
-
|
Water
Repellent Portland
|
-
|
20.5
|
28.7
|
38.4
|
-
|
Hyrophobic
Portland
|
-
|
21.6
|
31.5
|
41.3
|
-
|
Portland
Pozzolanic
|
7
|
12.4
|
23.2
|
41.4
|
51
|
Do you
have any suggestions? Please write in comment box.
We will
see other topic i.e. Cement manufacturing process andits selection: wet process and dry process in our next
post in the category of Steel and cement technology.
I am very
thankful to Mr. Subrata Bhaumik, Independent
cement consultant, for providing such beautiful information and contents about
cement technology.
Mr. Subrata Bhaumik has more than 50 (Fifty) Years
(1965 - 2016) of Experience in Cement and other related Industry covering more
than 100 assignments in cement plants with capacities ranging from 100 tpd to
10,000 tpd in India and abroad involving visit to 25 countries overseas in
connection with work.
For more detailed information about the original
Author of this content, please click the Author profile link below.
AuthorProfile
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