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Portland Cement 42.5 52.5 type II and I
  • Portland Cement 42.5 52.5 type II and I

Portland Cement 42.5 52.5 type II and I

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Meo Food Co., Ltd.
Meo Food Co., Ltd.
China - Hangzhou
Trading Company
Trade Capacity
Export Percentage
0-30%
Nearest Port
Penang, Valparaiso,Jetta
Accepted Delivery Terms
Employees
501-1000 people
Accepted Payment Currency
USD,EUR
Average Lead Time
5 Day(s)
Certifications
Product Specifications
--
Product Description
Overview
Quick Details
Warranty:
More than 5 years
Project Solution Capability:
graphic design, 3D model design, total solution for projects, Cross Categories Consolidation
Application:
Other
Design Style:
Industrial
Place of Origin:
Ratchaburi, Thailand
Brand Name:
Certified Cement
Model Number:
42/35
Type:
Composite Portland Cement
Hardening Feature:
Rapid Hardening
Heat of Hydration:
Moderate Heat
Strength Grade(Mpa):
32-62
White, Ash, Red:
brown, Red ,Grey
Supply Ability
Supply Ability:
500000 Metric Ton/Metric Tons per Week
Packaging & Delivery

I. BRIEF INTRODUCTION:

 

 

 

Our company is specializing in building materials export with main focus on cement. We had made capital contribution to some of cement factories here in Thailand and built long term business relation, thus our services and price are extremely competitive with high quality standard.

 

 

 

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 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.

 

 

 

 

 

III. SPECIFICATIONS FOR ORIDINARY PORTLAND CEMENT AS PER EN 197-1:2011/CEM I 42.5

 

 

 

Items

 

Units

 

Specification

 

Test Results

 

Test Method

 

SiO2

 

%

 

≤ 26.00

 

23.41

 

EN 196-2

 

Al2O3

 

%

 

≤ 6.50

 

5.50

 

Fe2O3

 

%

 

≤ 4.50

 

3.60

 

CaO

 

%

 

≥ 54.00

 

57.00

 

MgO

 

%

 

≤ 5.00

 

2.75

 

SO3

 

%

 

≤ 3.5

 

2.56

 

Loss on Ignition, (LOI)

 

%

 

≤ 10.00

 

7.00

 

Insoluble Residue

 

%

 

≤ 12

 

6.00

 

Physical and Mechanical Properties

 

Finess test

 

 

 

 

 

 

 

EN 196-6

 

-          Blaine

 

cm2/g

 

≥  3200

 

3800

 

-          Retained content on sieve 75mm

 

%

 

< 15.0

 

0.10

 

Time of setting

 

-                      Initial set

 

-                      Final set

 

Minutes

 

 

 

             ≥  75                      

 

< 420

 

 

 

145

 

200

 

EN 196-3

 

Soundness (LeChatelier)

 

mm

 

< 10.0

 

1.0

 

EN 196-3

 

Compressive strength

 

MPa

 

 

 

 

 

EN 196-1

 

2 Days

 

≥ 20.0

 

23.0

 

3 Days

 

-

 

27.0

 

7 Days

 

-

 

37.0

 

28 Days

 

≥  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

 

 

 

 

 

 

 AMERICIAN SOCIETY FOR TESTING MATERIALS

 

 

 

 

 

 

 

 

 

 

 

 

 

Items

 

CHARACTERISTICS

 

Units

 

SPECIFICATION LIMIT

 

TEST RESULT

 

TEST METHODS

 

ASTM C150-TYPE I

 

1

 

SiO2 

 

%

 

22 max

 

20.26

 

ASTMC114

 

2

 

Al2O3 

 

%

 

-

 

5.16

 

3

 

Fe2O3 

 

%

 

-

 

3.18

 

4

 

CaO

 

%

 

60 min

 

63.28

 

5

 

MgO

 

%

 

6 max

 

1.05

 

6

 

SO3

 

%

 

3 max

 

2.55

 

7

 

Loss on Ignition, (LOI)

 

%

 

3 max

 

2.71

 

8

 

Insoluble Residue

 

%

 

0.75 max

 

0.69

 

9

 

Chloride conten

 

%

 

 

-

 

10

 

Total Alkali Na2Ot®= Na2O + 0.658 K2O

 

%

 

0.75 max

 

0.55

 

11

 

C3S

 

%

 

A

 

 

 

BY
CALCULATED

 

12

 

C2S

 

%

 

A

 

 

 

13

 

C3A

 

%

 

A

 

 

 

14

 

C4AF

 

%

 

A

 

 

 

15

 

Specific surface or Blaine

 

cm2/g

 

3200 min

 

3537

 

ASTM C204

 

16

 

Retained content on sieve 45mm 

 

%

 

A

 

 

 

ASTM C430

 

17

 

Setting time

 

 

 

 

 

 

 

 

 

18

 

- Initial Setting Time

 

Minute

 

45 min

 

125

 

ASTMC191

 

19

 

- Final Setting Time

 

Minute

 

375 max

 

185

 

20

 

Heat of hydration:

 

 

 

 

 

 

 

 

 

21

 

 7 Days

 

KJ/kg

 

A

 

 

 

ASTM C 186

 

22

 

28 Days

 

KJ/kg

 

A

 

 

 

ASTM C 186

 

23

 

Mass density

 

g/cm

 

A

 

 

 

ASTM C 188

 

24

 

Sulfate resistance, 14 days expansion

 

%

 

A

 

 

 

ASTM C 452

 

25

 

Air content of mortar

 

%

 

≤ 12.0

 

 

 

ASTM C 185

 

26

 

Autoclave expansion

 

%

 

< 0.80

 

 

 

ASTM C 151

 

27

 

Compressive strength

 

 

 

 

 

 

 

 

 

28

 

- 3 days

 

MPa

 

12 min

 

16.8

 

ASTMC109

 

29

 

- 7 days

 

19 min

 

25.3

 

30

 

- 28 days

 

28 min

 

37.2

 

31

 

Fineness

 

 

 

 

 

 

 

 

 

32

 

Retained content on sieve 0.09mm

 

%

 

3 max

 

0.12

 

ASTM C430

 

33

 

Chloride content

 

%

 

0.1 max

 

0.04

 

ASTMC114

 

34

 

CaO free

 

%

 

1.5 max

 

0.65

 

ASTMC114

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

A: No applicable, 

 

 

 

 

 

 

 

 

 

 

 

C3S = (4.071x%CaO)-(7.60x%SiO2)-(6.718x%Al2O3)-(1.43x%Fe2O3),

 

 

 

C2S=(2.867) x % SiO2- (0.7544 x % C3S), 

 

 

 

C3A =(2.650x% Al2O3)-(1.692x% Fe2O3), C4AF = 3.043 x % Fe2O3

 

 

 

 

Cement is the most-widely used construction raw material in the world. Clay, limestone, and marl are the most important raw materials for producing it. When mixed with water, its main role is serving as an adhesive to bind hard rock, sand, and gravel in concrete.

 

 

 

different types our products:

Ordinary Portland Cement

 

Moderate Sulfate Resistance Cement

 

High Early Strength Cement

 

Low Heat Hydration Cement

 

High Sulfate Resistance Cement

 

Portland Pozzolana Cement (PPC)

 

White Portland Cement

 

Portland Cement Type 1 (Ordinary Portland Cement) (OPC):

This grade can be applied for general uses that don’t require any specific properties. They use it for side-walks, tanks, pavements, pipes, floors, bridges, etc. Ordinary Portland is manufactured in three strength levels of 1-325, 1-425, and 1-525. Grades with high resistance (1-425) and (1-525) release more heat during hydration.

Portland Cement Type 2 (Moderate Sulfate Resistance Cement):

This type has moderate resistance against sulfates attacks. Type 2 takes more time than type 1 for hardening, and produces less heat. They use type 2 can for bulk concreting as it produces less heat, and the concreting volume won’t be limited. They can use it for soil and groundwater that have moderate sulfate ions, and also warm weather.

Portland Cement Type 3 (High Early Strength Cement):

Type 3 is almost like type 1 in case of raw materials and ingredients. The difference is that it is more milled, and it gets hardened faster. Type 3 usually gets hardened in one week or less, and its 7-day resistance is almost same as 28-day resistance of type 1. It produces more heat when hardening. It is suitable for quick setting and where formwork needs to be removed. Type 3 is also appropriate for application in cold weather.

Portland Cement Type 4 (Low Heat Hydration Cement):

This grade releases less heat during hydration. Where the heat level matters, this grade has huge consumption. The resistance growth of concretes produced with type 4 is slower. The main application of type 4 is for bulk concrete construction such as dams. They use Cement type 4 in bulk for new concrete control in hot weather above 40C.

Portland Cement Type 5 (High Sulfate Resistant Cement):

Type 5 is almost same as type 2. The only difference is that it has higher resistance against sulfate ions attacks. If the soil or the groundwater includes high amounts sulfate ions, type 5 will be used. Type 5 gets hardened slower than other types, and the 3, 7, and 28 day resistance level of this grade is lower compared to other grades, therefore it is used limited for the structure that require high resistance.

Portland Pozzolana Cement (PPC):

Pozzolana is a natural material containing silica. Portland pozzolana consists maximum 15% pozzolana materials. They use Portland pozzolana mainly for general purposes such as making concrete. Low heat during hydration, reducing concrete penetrability, and causing high resistance in rich corrosive materials places are the main reasons that Portland pozzolana is in high demand. It is highly used in hot weather, and in the places including sulfate and chlorine ions.

White Portland Cement (White Cement):

White Portland cement is almost like type 1. The main difference is in color. It is produced by reducing the percentage of metal oxides, primarily iron and manganese. It also requires more ingredients such as pigments in order to produce white color. Therefore, it is more complex and expensive. They use white Portland mainly for facing panels, terrazzo surface, mortar, curtain walls and colored concrete.

 

 

 

 

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