Portland cement is the product obtained by pulverizing clinker, consisting of hydraulic calcium silicates to which some calcium sulfate has usually been provided as an interground addition. When first made and used in the early 19th century in England, it was termed portland cement because its hydration product resembled a building stone from the Isle of Portland off the British coast. The first patent for portland cement was obtained in 1824 by Joseph Aspdin, an English mason. The specific gravity of portland cement particles is about 3.15
There are four primary phases in portland cement: tricalcium silicate (C3S), dicalcium silicate (C2S), tricalcium aluminate (C3A), and tetracalcium aluminoferrite (C4AF). The strength and other properties of concrete are mainly derived from the hydration of tricalcium and dicalcium silicates. The composition of any of these phases in a particular clinker will not be precisely in the composition indicated.
Identified indicators | Requirements of GOST 22266-94 | The results obtained |
---|---|---|
Compressive strength of a 28-day sample, MPa | 39.2 | 40.3 |
Freezing time: - beginning - finish |
At least 45 min 10 hours with excess |
2 hours 15 min 4 hours 25 min |
Fine content (№008 sieve residue), in% | 15 each | 10 |
SO3 content,% | With a surplus of 3.0 | 2.0 |
Amount of chloride ions Cl,% | With a surplus of 0.1 | 0.06 |
Clinker composition, by weight % yes | ||
Aluminum oxide (Al2O3) | With a surplus of 5.0 | 4.78 |
Magnesium oxide (MgO) | With a surplus of 5.0 | 2.28 |
Tri-calcium silicate (3CaO SiO2) | With more than 50 | 49.78 |
Tri Calcium Aluminate (3CaO Al2O3) | With a surplus of 5.0 | 3.59 |
The sum of three calcium aluminates (3CaO Al2O3) and four calcium aluminoferrites (4CaO Al2O3 Fe2O3) | With a surplus of 22.0 | 19.85 |