Origin |
Iran |
Model Number |
2523 |
Brand Name |
CEMENT |
CEMENT
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Our kind of Cements and specifications
Portland Cement (1-425) is Produced According to National Iranian Standard # ISIRI -389,
USA Standard # ASTM C150 and European Standard # EN -197-1
Physical Specifications:
|
Cement Sample Type 1 (1-425)
|
Blaine
|
Initial setting time (Min)
|
Final setting time (Min)
|
Compressive strength
|
Autoclave expansion (percentage)
|
|
2 days
|
7 days
|
28 days
|
|
Spadana cement
|
3100
|
160
|
215
|
155
|
270
|
490
|
0.1
|
|
National Iranian Standard 389
|
2800 Minimum
|
45 Minimum
|
360 Maximum
|
100
|
-
|
425
|
0.8
|
|
Chemical Specifications:
Chemical Analiysis for ckinker ( type I-OPC )
|
CaOF(max)
|
Na2o
|
K2o
|
So3
|
mgo
|
Cao
|
Fe2o3
|
Al2o3
|
Sio2
|
|
1
|
0.36
|
0.58
|
0.3
|
2.2
|
65.58
|
3.20
|
5.64
|
22.3
|
|
|
C4AF
|
C3A
|
C2S
|
C3S
|
LSF
|
AM
|
SM
|
IR
|
|
9.74
|
9.53
|
22.49
|
54.97
|
92.14
|
1.76
|
2.52
|
0.44
|
Chemical Analysis for cement ( type I )
|
LOI
|
IR
|
Na2o
|
K2o
|
So3
|
mgo
|
Cao
|
Fe2o3
|
Al2o3
|
Sio2
|
|
0.60
|
0.35
|
0.20
|
0.60
|
1.80
|
2.10
|
64.25
|
2.96
|
5.50
|
21.40
|
Advantages of Cement (1-425):
1. Hydration heat controlled & better efficiently in hot weather and mass concrete:
2. Decrease of corrosion in reinforced concrete and concrete because of increased chemical strength against sulfate and chlore salts:
3. Increase of durability of reinforced concrete because of its strength is increased permanently and gradually.
4. Increase of concrete durabiltyt because of the effect of alkali- silica reaction is reduced in the granule:
5. Lower penetrability and expansion:
6. Very high mechanical strength
Slag Portland Cement is Produced According to National Iranian Standard#
ISIRI – 3517, USA Standard# ASTM C595-06 and European Standard# EN -197-1
Physical Specifications:
|
Cement Sample Slag – type Portland
|
Blaine
|
Initial setting time (Min)
|
Final setting time (Min)
|
Compressive strength
|
Autoclave expansion (percentage)
|
|
2 days
|
7 days
|
28 days
|
|
Spadana cement
|
3000
|
165
|
230
|
135
|
250
|
430
|
0.1
|
|
National Iranian Standard ISIRI 3517
|
2800 Minimum
|
45 Minimum
|
420 Maximum
|
120
|
200
|
320
|
0.5
|
Chemical Specifications:
|
Chemical elements
|
|
|
CaO
|
MgO
|
SO3
|
SiO2
|
Loss
|
IP
|
Free CaO
|
Total Alkalis
|
|
Percentage
|
7.2
|
2.40
|
58.20
|
3.80
|
1.90
|
24.60
|
0.70
|
0.30
|
1
|
0.75
|
|
National liranian Standard ISIRI
|
-
|
-
|
-
|
-
|
3 (Max)
|
-
|
3 (Max)
|
1 (Max)
|
-
|
-
|
Concrete Mixing Project:
|
Specifications of the project
|
Cement
|
Gravel
|
Sand
|
Water used
|
Proportion of water in cement w/c
|
Slump Cm
|
Special weight
|
|
Almond type
|
Pea type
|
|
v-250
|
250
|
597
|
321
|
1122
|
164
|
0.66
|
8
|
2453
|
|
v- 300
|
300
|
585
|
315
|
1099
|
161
|
0.54
|
8
|
2460
|
|
v- 350
|
350
|
571
|
307
|
1073
|
163
|
0.47
|
8
|
2464
|
Compressive Strength of Therr Cement Samples in 150*150*150 mm
|
Mixture code
|
Age (days)
|
Special weight
|
Compressive strength
|
|
v-250
|
7
28
42
|
2.46
2.45
2.46
|
141
273
300
|
|
v- 300
|
7
28
42
|
2.46
2.45
2.46
|
175
287
335
|
|
v- 350
|
7
28
42
|
2.46
2.45
2.47
|
238
355
385
|
Properties of Anti- Sulfate Slag – type Portland Cement
Properties of porthand Blast Furnace Slag Cement
Anti-Sulfate Slag Portland Cemen is produced According to national lranian Standard# ISIRI – 3517 USA Standard# ASTM c595-06 and European Standard# EN -197-1
Specifications of the Cement:
Physical Specifications:
|
Cement Sample
|
Blaine
|
Lnitial Setting time (Min)
|
Final Setting time (Min)
|
Hydration heat of Cal/g
|
Autoclave expansion (Percentage)
|
Compressive resistance
|
|
7 days
|
28 days
|
3 days
|
7 days
|
28days
|
|
Spadana cement
|
3300
|
175
|
235
|
45
|
62
|
0.08
|
115
|
220
|
360
|
|
National Iranian standard ISIRI 3517
|
2800
|
45 (Min)
|
420 (Max)
|
70
|
80
|
0.5
|
100
|
180
|
300
|
Chemical Specifications:
|
Chemical elements
|
|
|
|
CaO
|
MgO
|
|
|
|
IR
|
LO1
|
|
Percentage
|
26.50
|
8
|
2
|
56.5
|
4.60
|
0.75
|
0.30
|
1.8
|
0.3
|
1
|
|
National Iranian standard ISIRI 3517
|
-
|
-
|
-
|
-
|
-
|
-
|
-
|
Max 3
|
Max1
|
Max3
|
Specifications of the concrete:
Concrete Mixing Project:
|
Specifications of the project
|
Cement
|
Gravel
|
Sand
|
Water used
|
Proportion of water in cement w/c
|
Slump Cm
|
Special weight of the concrete
|
|
v-300
|
300
|
821
|
1004
|
168
|
0.56
|
6
|
2335
|
|
v- 350
|
350
|
852
|
923
|
171
|
0.49
|
6
|
2340
|
|
v- 400
|
400
|
863
|
862
|
160.5
|
0.4
|
6
|
2353
|
Compressive strength of Three cement Samples in 150*150*150 mm
|
Mixture code
|
Age (days)
|
Special weight
|
Compressive strength
|
|
v-300
|
7
28
42
|
2331
2334
2335
|
160
295
320
|
|
v- 350
|
7
28
42
|
2342
2343
4342
|
180
335
370
|
|
v- 400
|
7
28
42
|
2339
2345
2348
|
210
395
450
|
Properties of Portland Cement (Type 2)
Portland Cement (Type 2) is Produced According to National Iranian Standard # ISIRI – 389, USA Standard # ASTM C150 and European Standard # EN -197-1
Specifications of the Cement
Physical Specifications:
|
SD
|
|
|
50
|
2900
|
Blain cm2/gr
|
|
0.03
|
0.13
|
Autoclave expantion
|
|
15
|
120
|
Initial setting time
(vicat )Min
|
|
20
|
230
|
final setting time
(vicat ) Min
|
|
15
20
25
|
190
270
480
|
Compressive strength:
3days kg/cm2
7days kg/cm2
28 days kg/cm2
|
Chemical Specifications:
Chemical Analysis for clinker ( type II)-SRCII)
|
CaOF(max)
|
Na2o
|
K2o
|
So3
|
mgo
|
Cao
|
Fe2o3
|
Al2o3
|
Sio2
|
|
0.85
|
0.29
|
0.48
|
0.2
|
1.90
|
64.70
|
4.24
|
5.35
|
22.36
|
|
|
C4AF
|
C3A
|
C2S
|
C3S
|
LSF
|
AM
|
SM
|
IR
|
|
12.90
|
7.00
|
25.36
|
51.39
|
90.26
|
1.26
|
2.33
|
0.38
|
Chemical Analysis for cement ( type II)
|
LOI
|
IR
|
Na2o
|
K2o
|
So3
|
mgo
|
Cao
|
Fe2o3
|
Al2o3
|
Sio2
|
|
0.55
|
0.38
|
0.20
|
0.60
|
1.65
|
1.82
|
63.41
|
4.07
|
5.14
|
21.46
|
|