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Cement
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Home Metals and Minerals Minerals Natural Compounds Pozzolanic Portland Cement – type IP
Diesel EN590 10PPM
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Pozzolanic Portland Cement – type IP

HS Code

252329

Packaging

Bulk, Custom Packaging, Paper bags

Incoterms

CFR, CIF – ASWP, FOB, EXW, CPT

Payment Terms

LC/SBLC

Minimum Order Quantity (MOQ)

A full container (20ft)

GEO Commerce

Pozzolanic Portland Cement – type IP
Bulk, Paper bags, Custom Packaging
minumum order count :

Inquiry Categories: Natural Compounds
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Description

Our wholesale Pozzolanic Portland Cement Type IP is used where enhanced durability and improved performance are desired.

The “IP” in Pozzolanic Portland Cement Type IP stands for “pozzolanic” and “Portland.” Pozzolanic materials, such as fly ash, silica fume, or calcined clay, are added to the cement mixture during the manufacturing process. These pozzolanic materials are finely divided, siliceous or siliceous-aluminous substances that react chemically with calcium hydroxide in the presence of water to form additional cementitious compounds. The pozzolanic reaction contributes to the strength, durability, and other beneficial properties of the cement.


The strengths of Pozzolanic Portland Cement Type IP include:

  1. Improved strength: The presence of pozzolanic materials enhances the strength development of the cement. It forms additional cementitious compounds, resulting in improved compressive and flexural strengths.
  2. Enhanced durability: The pozzolanic reaction produces a denser cement matrix, reducing permeability and enhancing resistance to chemical attacks, such as sulfate and chloride ingress. This improved durability extends the service life of concrete structures.
  3. Reduced heat of hydration: Pozzolanic materials have a lower heat of hydration compared to pure Portland cement. This characteristic is particularly beneficial in large concrete pours, preventing excessive heat buildup and the associated cracking and shrinkage.
  4. Reduced carbon footprint: The use of pozzolanic materials in cement production reduces the reliance on clinker, which is energy-intensive to produce. By incorporating supplementary cementitious materials, Pozzolanic Portland Cement Type IP helps lower the overall carbon dioxide emissions associated with cement manufacturing.
  5. Improved workability: The presence of pozzolanic materials can enhance the workability and cohesiveness of fresh concrete. This allows for easier placement, compaction, and finishing of the concrete.
Specification
CHEMICAL TEST RESULTS *
Test Items Units Test Methods Norms Uncer-
tainty
Test
Results
Silisium Oxide (SiO2) WW (%) ISIRI 1692 - ± 0.335 28.11
Aluminum Oxide (Al2O3) WW (%) ISIRI 1692 - ± 0.364 6.20
Ferric Oxide (Fe2O3) WW (%) ISIRI 1692 - ± 0.329 3.95
Calcium Oxide (CaO) WW (%) ISIRI 1692 - ± 0.532 53.44
Magnesium Oxide (MgO) WW (%) ISIRI 1692 ≤ 6.00 ± 0.125 2.45
Loss on Ignition (LOI) WW (%) ISIRI 1692 ≤ 5.00 ± 0.397 3.54
Sulfite 2-
(SO3  )
WW (%) ISIRI 1692 - ± 0.038 1.97
Insoluble Residue (IR) WW (%) ISIRI 1692 - ± 0.118 11.20
Sodium Oxide (Na2O) WW (%) ISIRI 1695 - ± 0.025 0.38
Potassium Oxide (K2O) WW (%) ISIRI 1695 - ± 0.038 0.78
Chloride Ion (Cl-) WW (%) ISIRI 6443 ≤ 0.10 ± 0.001 0.018
Free Lime (Free CaO) WW (%) EN 196-2:1995 - ± 0.143 1.40
Lime Saturation Factor (LSF) WW (%) - -
Silica Modulus (SiM) WW (%) - -
Alumina Modulus (AlM) WW (%) - -
Tricalcium Silicate (C3S) WW (%) - -
Dicalcium Silicate (C2S) WW (%) - -
Tricalcium Aluminate (C3A) WW (%) - -
Tetracalcium Aluminofer (C4AF) WW (%) - -
Lime to Silica Ratio (CaO/SiO2) - EN 197-1:2011b ≥ 2.0 - 1.90
Total Alite & Belite (C3S+C2S) WW (%) EN 197-1:2011b ≥ 66.667 - 68.56
PHYSICAL TEST RESULTS *
Test Items Units Test Methods Norms Uncer- tainty Test Results
Fineness (Blaine) (Cm2/g) ISIRI 390 ≥ 3200 ± 61.133 3870
Residue on 90 µ Sieve WW (%) - - ± - 4.88
Autoclave Expansion (%) ISIRI 391 ≤ 0.8 ± 0.057 0.18
Le Chatelier Expansion (mm) EN 196-3:2005 - ± 0.729 1.0
Initial Setting Time (min) ISIRI 392 ≥ 60 ± 1.689 120
Final Setting Time (min) ISIRI 392 ≤ 420 ± 12.518 195
Density (g/cm3) ISIRI 7148 - ± 0.252 3.07
2 days Comp. Strength (Kg/Cm2) ISIRI 393 - ± 5.751 155
3 days Comp. Strength (Kg/Cm2) ISIRI 393 - ± 5.634 215
7 days Comp. Strength (Kg/Cm2) ISIRI 393 ≥ 150 ± 9.388 320
28 days Comp. Strength (Kg/Cm2) ISIRI 393 ≥ 275 ± 16.534 442

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