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Portland Grey Cement Turkey ports FOB Prices

Quantity:
Up to 10,000 / 50.000  Mt per Month


Terms of delivery :
FOB     port of any /  safe in a Mediterranean, Marmara sea,black sea Ports,Turkey    (Seller Option).


Price:
1)Cement CEM I 42,5 R .................. 50 USD / MT. FOB From Turkey ports 50Kg bags
2)Cement CEM I 42,5 R .................. 52 USD / MT. FOB From Turkey ports 25Kg bags


3)Cement CEM II 42,5 R ................. 48 USD / MT. FOB From Turkey ports 50Kg bags
4)Cement CEM II 42,5 R ................. 50 USD / MT. FOB From Turkey ports 25Kg bags


Loading port :
Turkey ports


daily loading rate :
2.000 - 4.000 between

Payment :
According to proforma invoice %30 of advance payment for commencement of production by factory for each shipment or agreed quantity.  Remain  balance  % 70 should be paid   10 days before loading of the vessel.


Delivery :
Delivery will be after 10 days completion of the payment and will be subject to mutual aggreement.

Lay-Can :
To be advised from cement factory regarding to port availability & production Schedule of the factory.


Inspection :
Seller’s account at where house the time of loading by SGS or  equivalent.  (Seller Option).





MUSA YAPI / Cement & Clinker Trading

WEB : www.musayapi.com.tr
E-MAIL : musayapi@musayapi.com.tr
musayapi@gmail.com

Composite cement (CEM V/A (S-P-V) 32.5 R)

Composite cement

Portland Composite Cement is produced by milling clinker, limestone and some hydraulic material and a given amount of gypsum. They are classified into two according to the amount of additives in them. Type A includes 6-20% limestone by weight and type B includes 21-35% slug by weight. Portland Composite Cement is classified into six types according to their early strength periods within 28 days: PKC 32.5, PKC 32.5R, PKC 42.5, PKC 42.5R, PKC 52.5, PKC 52.5R. This cement type is newly adopted from European standards. 

A hydraulic cement obtained by milling 40-64 parts (by weight) of Portland cement clinker together with a corresponding amount (60-36 parts) of suitable additives and a certain quantity of gypsum. 

It conforms to the TS EN 197-1 

Used in all concrete structures, road pavements, foundations and retaining walls, water arcs, dams, wall adhesives and mortars, concrete pipes, in industrial work grounds contaminated with medium level sulfate, refineries and in general-purpose construction works where a low hydration temperature is needed. 

Composite cement (CEM V/A (S-P-V) 32.5 R)

A hydraulic cement obtained by milling 40-64 parts (by weight) of Portland cement clinker together with a corresponding amount (60-36 parts) of suitable additives and a certain quantity of gypsum. 

It conforms to the TS EN 197-1 

Used in all concrete structures, road pavements, foundations and retaining walls, water arcs, dams, wall adhesives and mortars, concrete pipes, in industrial work grounds contaminated with medium level sulfate, refineries and in general-purpose construction works where a low hydration temperature is needed. Filds of use include:

• General purpose
• All kinds of concrete structures
• Road pavements
• Foundation and retaining walls
• Water arcs
• Dams
• Plaster and wall mortar
• Concrete pipes
• Industrial site grounds with medium level sulfate
• Refineries

PORTLAND COMPOSITE CEMENT  CEM II 42.5  N    B-M (P-L) 

Chemical analysis	Results (%)	Limit values
Silicon Oxide, % SiO2	23,34
Aluminium Oxide, % Al2O3	6,61
Iron Oxide, % Fe2O3	3,16
Calcium Oxide, % CaO	55,86
Magnesium Oxide, % MgO	1,41
Sulphur Oxide, % SO3	2,55	≤ 3,5%
Sodium Oxide, % Na2O	0,80
Potassium Oxide, % K2O	1,25
CI	0,0160	≤ 0,10%
Loss on Ignition % ( L.O.I)	7,86
Free lime	0,87
Total Additive	26,84	21-35

Physical analysis	Results	Limit values
Initial Setting Time (minutes)	180	≥ 60
Final Setting Time (minutes)	275
Soundness/Expansion (mm)	1,0	≤ 10
Specific Surface Area Blaine (cm2/g)	4321
2 days - Compressive Strength (MPa)	18,0	≥ 10
7 days - Compressive Strength (MPa)	30,7
28 days - Compressive Strength (MPa)	45,9	≥ 42,5; ≤ 62,5

The best raw materials and Minerals, ores – we procure high-quality raw materials for you from Turkey in the quantities and types you require.

PORTLAND COMPOSITE CEMENT    CEM II  32.5 R     B-M (P-L)

Chemical analysis	Results (%)	Limit values
Silicon Oxide, % SiO2	24,84
Aluminium Oxide, % Al2O3	7,51
Iron Oxide, % Fe2O3	3,18
Calcium Oxide, % CaO	51,49
Magnesium Oxide, % MgO	1,55
Sulphur Oxide, % SO3	2,43	≤ 4,0%
Sodium Oxide, % Na2O	1,15
Potassium Oxide, % K2O	1,56
CI	0,0164	≤ 0,10%
Loss on Ignition % ( L.O.I)	6,63
Free lime	0,83
Total Additive	32,87	21-35%

Physical analysis	Results	Limit values
Initial Setting Time (minutes)	175	≥ 75
Final Setting Time (minutes)	265
Soundness/Expansion (mm)	1,0	≤ 10
Specific Surface Area Blaine (cm2/g)	3851
2 days - Compressive Strength (MPa)	15,7	≥ 20
7 days - Compressive Strength (MPa)	28,9
28 days - Compressive Strength (MPa)	38,6	≥ 32,5; ≤ 52,5

PORTLAND COMPOSITE CEMENT CEM II 42.5 R A-M (P-L)

PORTLAND COMPOSITE CEMENT     CEM II  42.5 R    A-M (P-L)

Chemical analysis	Results (%)	Limit values
Silicon Oxide, % SiO2	23,14
Aluminium Oxide, % Al2O3	6,48
Iron Oxide, % Fe2O3	3,17
Calcium Oxide, % CaO	57,14
Magnesium Oxide, % MgO	1,47
Sulphur Oxide, % SO3	2,59	Max. 4,0%
Sodium Oxide, % Na2O	0,66
Potassium Oxide, % K2O	1,13
CI	0,0046	Max. 0,10%
Loss on Ignition % ( L.O.I)	6,13
Free lime	0,97
Total Additive	18,42	12-20%

Physical analysis	Results	Limit values
Initial Setting Time (minutes)	170	Min. 60
Final Setting Time (minutes)	265
Soundness/Expansion (mm)	1,0	Max. 10
Specific Surface Area Blaine (cm2/g)	4251
2 days - Compressive Strength (MPa)	23,0	Min. 20
7 days - Compressive Strength (MPa)	35,8
28 days - Compressive Strength (MPa)	50,1	42,5 – 62,5

SULFUR RESISTANT CEMENT CEM I 42.5 R SR5

SULFUR RESISTANT CEMENT   CEM I  42.5 R  SR5


A hydraulic cement produced by milling Portland cement clinker containing max 5% tricalcium aluminates together with a given quantity of gypsum.

Produced in compliance with TS 10157 standards.

Typically SDC 32,5 can be used in places where ordinary Portland cement is used. Since it has a C3A ratio less than 5% it is technically much more convenient in the areas that are subjected to higher sulfate rates such as tunnels, dam constructions, port constructions, irrigation channels, building chemicals etc. Fields of use include:

• Shore and Port Structures
• Off shore constructions
• Disposed Water Facilities
• Foundation, Bored Piles
• Water Arcs
• Dams
• Underground water pipes, of concrete
• Sulfate contaminated industrial grounds and structures
• Refineries
• Tunnel Shoring

Chemical analysis	Results (%)	Limit values
Silicon Oxide, % SiO2	19,26
Aluminium Oxide, % Al2O3	4,46
Iron Oxide, % Fe2O3	5,47
Calcium Oxide, % CaO	61,47
Magnesium Oxide, % MgO	1,46
Sulphur Oxide, % SO3	2,58	≤ 4,0%
Sodium Oxide, % Na2O	0,28
Potassium Oxide, % K2O	0,62
CI	0,0117	≤ 0,10%
Loss on Ignition % ( L.O.I)	3,19	≤ 5,0%
Insoluble Residue % (I.R)	0,29
Free Lime	0,95
C3A	2,57	≤ 5,0%
2C3A+C4AF	21,76	≤ 25,0%

Physical analysis	Results	Limit values
Initial Setting Time (minutes)	160	≥ 60
Final Setting Time (minutes)	255
Soundness/Expansion (mm)	1,0	≤ 10
Specific Surface Area Blaine (cm2/g)	3358
2 days - Compressive Strength (MPa)	23,2	≥ 20
7 days - Compressive Strength (MPa)	38,9
28 days - Compressive Strength (MPa)	51,8	≥ 42,5; ≤ 62,5

PORTLAND CEMENT CEM I 52.5 N

PORTLAND CEMENT   CEM I  52.5  N

A hydraulic cement produced by milling Portland cement clinker (TS 3441) together with gypsum. It is classified as PC 42.5, and PC 52.5. "PC" is the symbol for Portland cement while the numbers 42.5, 52.5 indicate the minimum desired strength value achieved within 28 days.

Produced in compliance with TS 19 (Turkish), EN 197-1 (British) and (American) standards. The quality is also in compliance with Russian standards and the factory has the certificate enabling us to export to Russia.

It is generally used in works requiring high strength values, concrete works performed at low temperatures, precast buildings, tunnel-form applications, building chemical maunfacturing and foundations.

• General purpose
• All kinds of concrete structures
• High Buildings
• Road pavements
• Sidewalk Concretes
• Ground concretes
• Buildings made up with slide-molds
• General purpose prefabricated concrete components
• Bridges
• Railway Slippers
• Art Works (viaducts, sub-passageways, upper passageways)
• Water Storages
• Concrete Pipes
• Concrete Brickets
• Tunnel Mould Applications
• Pretensioning Concretes

Please note that 52.5 cement is manufactured upon customer demand. 

Chemical analysis	Results (%)	Limit values
Silicon Oxide, % SiO2	19,47
Aluminium Oxide, % Al2O3	4,75
Iron Oxide, % Fe2O3	3,43
Calcium Oxide, % CaO	63,16
Magnesium Oxide, % MgO	1,43
Sulphur Oxide, % SO3	2,68	≤ 4,0%
Sodium Oxide, % Na2O	0,28
Potassium Oxide, % K2O	0,62
CI	0,0094	≤ 0,10%
Loss on Ignition % ( L.O.I)	3,26	≤ 5,0%
Insoluble Residue % (I.R)	0,31	≤ 5,0
Free lime	0,86

Physical analysis	Results	Limit values
Initial Setting Time (minutes)	170	≥ 45
Final Setting Time (minutes)	260
Soundness/Expansion (mm)	1,0	≤ 10
Specific Surface Area Blaine (cm2/g)	3635
2 days - Compressive Strength (MPa)	27,1	≥ 20
7 days - Compressive Strength (MPa)	43,9
28 days - Compressive Strength (MPa)	58,2	≥ 52,5; ≤ 72,5