We had exported cement of all kinds from 32.5 - 42.5 - 52.5. We do know that your esteemed company is a big company and you are looking for long term partnership in Vietnam for cement supply. We had export our cements (in bulk, in 40 kilo, 50 kilo and jumbo bag, container etc., ) directly or via oversea partners
We hope to have chance to cooperate with you and your esteemed company in supplying cement and other building materials to oversea markets for our mutual benefits.
II. CEMENT STANDARD
1.Vietnam standard (TCVN)
- Quality of Cement as per TCVN 6260 - 2009
2. European standards (EN)
- Certificate I -EN 197-1.2000- CEM II 42,5 R
- Certificate II - En 197-1.2000 CEM II 42,5N
- Certificate III - EN 197-1.2000 CEM I 42,5R
3. American standards (ASTM)
- ASTM C150 TYPE-1
- ASTM C1157 TYPE- GU
- ASTM C1157 TYPE- HE
SPECIFICATIONS FOR ORIDINARY PORTLAND CEMENT AS PER EN 197-1:2011/CEM I 42.5 | |||||||
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Items | CHARACTERISTICS | Units | SPECIFICATION LIMIT | TEST RESULT | TEST METHODS | ||
1 | SiO2 | % | ⤠26.00 | 23.41 | EN 196-2 | ||
2 | Al2O3 | % | ⤠6.50 | 5.5 | |||
3 | Fe2O3 | % | ⤠4.50 | 3.6 | |||
4 | CaO | % | ⥠54.00 | 57 | |||
5 | MgO | % | ⤠5.00 | 2.75 | |||
6 | SO3 | % | ⤠3.5 | 2.56 | |||
7 | Loss on Ignition, (LOI) | % | ⤠10.00 | 7.00 | |||
8 | Insoluble Residue | % | ⤠12.00 | 6.00 | |||
| sical and Mechanical Properties | ||||||
| Finess test |
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1 | Blaine | cm2/g | ⥠3200 | 3800 | EN 196-6 | ||
2 | Retained content on sieve 75mm | % | < 15.0 | 0.1 | |||
| Time of setting |
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1 | Initial set | Minutes | ⥠75 | 145 | EN 196-3 | ||
2 | Final set | Minutes | < 420 | 200 | |||
3 | Soundness (LeChatelier) | mm | < 10.0 | 1.0 | EN 196-3 | ||
| Compressive strength |
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1 | 2 Days | MPa | ⥠20.0 | 23.0 | EN 196-1 | ||
2 | 3 Days | MPa |
| 27.0 | |||
3 | 7 Days | MPa |
| 37.0 | |||
4 | 28 Days | MPa | ⥠42.5 | 50.0 |
1)Grade: WHITE CEMENT 42.5
(2)Chemical analysis:
CHINA STANDARD GB2015-91 P. W42.5 | ||
Items/ Indexes | National Standard | |
Cement MgO (%) | 4.5 MAX | |
Cement SO 3 (%) | 3.5 MAX | |
Cement loss on ignition (%) | 5.0 MAX | |
Cement fineness (%) | 10.0 MAX | |
Setting time (min) | 45 MIN | |
Final setting time | 600 MAX | |
Bright white | 80% MIN | |
Strength(MPa) | 3-day compressive strength | 24.0 MIN |
3-day bending strength | 4 MIN | |
28-day bending strength | 6.5 MIN | |
28-day bending strength | 42.5 MIN |
15 types of cement which our company do produces and supplies
Cement is a binding material which makes a bond between aggregates and reinforcing materials together. With the development of technology, quality and types of cement have also developed. So there are different types of cement for different construction works.
Types of Cement
Cement is mainly classified into two categories depending on the hardening and setting mechanism. These are-
Hydraulic Cement
Non-hydraulic Cement
Along with these main types, depending on the composition and characteristics there are many types of cement. Followings are the other cement types:
Ordinary Portland Cement (OPC)
Portland Pozzolana Cement (PPC)
Rapid Hardening Cement
Quick Setting Cement
Low Heat Cement
Sulte Resisting Cement
Blast Furnace Cement
High Alumina Cement
White Cement
Colored Cement
Air Entraining Cement
Expansive Cement
Hydrobic Cement
Nomenclature Differences
In the US, three separate standards may apply depending on the category of cement. For portland cement types, ASTM C150 describes: Cement Type Description Type I Normal Type II Moderate Sulfate Resistance Type II (MH) Moderate Heat of Hydration (and Moderate Sulfate Resistance) Type III High Early Strength Type IV Low Heat Hydration Type V High Sulfate Resistance
For blended hydraulic cements â specified by ASTM C595 â the following nomenclature is used:
Cement Type Description Type IL Portland-Limestone Cement Type IS Portland-Slag Cement Type IP Portland-Pozzonlan Cement Type IT Ternary Blended Cement
In addition, some blended cements have special performance properties verified by additional testing. These are designated by letters in parentheses following the cement type. For example Type IP(MS) is a portland-pozzolan cement with moderate sulfate resistance properties. Other special properties are designated by (HS), for high sulfate resistance; (A), for air-entraining cements; (MH) for moderate heat of hydration; and (LH) for low heat of hydration. Refer to ASTM C595 for more detail.
However, with an interest in the industry for performance-based specifications, ASTM C1157 describes cements by their performance attributes: Cement Type Description Type GU General Use Type HE High Early-Strength Type MS Moderate Sulfate Resistance Type HS High Sulfate Resistance Type MH Moderate Heat of Hydration Type LH Low Heat of Hydration
Cements
Portland cement CEM I
Portland cement CEM I 42.5 N
Portland cement CEM I 42.5 R
Portland cement CEM I 52.5 N
Portland cement CEM I 52.5 R
Portland cement CEM I 52.5 R (fc) â
Portland cement CEM I 52.5 R (ft)
Portland-composite cement CEM II
Portland limestone cement CEM II/A-LL 32.5 R
Portland limestone cement CEM II/A-LL 42.5 N
Portland limestone cement CEM II/A-LL 42.5 R
Portland-composite cement CEM II/B-M (S-D) 52.5 N â
Blast furnace cement CEM III
Blast furnace cement CEM III/B 42.5 N-LH/SR
Product Specifications
Characteristics | Unit | Specification EN 197-1.2011/ CEM I/ 42.5N | Result | Test methods |
Compressive strength | Mpa |
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| EN 197-1 |
After 2 days | ⥠10 | 21.8 | ||
After 7 days |
| 34.8 | ||
After 28 days | ⥠52.5 | 47.8 | ||
Setting time: |
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| EN 196-1 |
- Initial time | Min | ⥠45 | 120 | |
- Final time | ⤠420 | 170 | ||
SiO2 | % |
| 21.44 | EN 196-3 |
Al2O3 | % |
| 5.08 | EN 196-4 |
Fe2O3 | % |
| 3.06 | EN 196-5 |
CaO | % |
| 58.58 | EN 196-6 |
MgO | % | ⤠5 | 2.46 | EN 196-7 |
SO3 | % | ⤠5⤠3.5 | 2.03 | EN 196-2 |
Loss on Ignition (LOI) | % | ⤠5 | 4.75 | |
Insoluble Residue (IR) | % | ⤠5 | 2.93 | |
Cl- content | % | ⤠0.1 | 0.02 |
Clinker 1-525 (M500) Standard Tests
The following table contains standard tests for Clinker 1-525 (M500).
Clinker 1-525 (M500) | ||
Component | standard | test result |
SiO2 | - | 22.50 % |
Al2O3 | - | 5.50 % |
Fe2O3 | - | 3.46 % |
CaO | - | 65.46 % |
MgO | <5 | 1.10 % |
SO3 | <3.5 | 0.31 % |
Insoluble Residue | <0.70 | 0.25 % |
Loss On Ignation | <3.00 | 0.30 % |
K2O | - | 0.60 % |
Na2O | - | 0.35 % |
Free CaO | - | 1.20 % |
Liter Weight | - | 1250 g/lit |
Lime Saturation Factor (LSF) | - | 91.25 % |
Silica Modulus (SM) | - | 2.51 % |
Alumina Modulus (AM) | - | 1.59 % |
C3S | - | 53.55 % |
C2S | - | 24.11 % |
C3A | - | 8.72 % |
C4AF | - | 10.53 % |
Clinker 1-425 (M400) Standard Tests
The following table contains standard tests for Clinker 1-425 (M400).