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Cement Production
CE 611
Advanced Concrete Technology
Modern cement….
 John Smeaton, while planning the building
of Eddystone lighthouse tower in 1756,
discovered that the best limes for mortar
contained a high degree of clayey matter
 Ultimately, such a lime was used along with
pozzolana in equal quantities
Eddystone Lighthouse Tower
•Completed in 1759
•72 feet tall; 93 steps
•Newer lighthouse
constructed in 1882;
Smeaton’s tower was
moved stone-by-stone to
Plymouth, where it is
still the most major
landmark
Portland Cement
 L. J. Vicat: Prepared artificial hydraulic lime
by calcining an intimate mixture of limestone
(chalk) and clay – principal forerunner to
Portland Cement
 1824 – Joseph Aspdin, while obtaining a patent
for his hydraulic cement, termed it as Portland
cement, upon Portland stone (limestone from
Dorset, UK), which had a high quality and
durability and a similar appearance
Aspdin’s Creation
Kiln for burning
A – Alite, or C3S
B – Belite, or C2S
Portland Cement
• An unusual industrial product produced in huge quantities
in special plants that can produce nothing else
• The product is produced by a combination of unusual unit
operations involving mining, very fine scale blending of raw
materials, very high temperature clinkering reactions,
controlled cooling, grinding, blending, and finally shipping
under controlled conditions
• Chemical composition is maintained within narrow limits
despite huge tonnages
Portland cement production
• Typical plant costs range upwards of $250 million - a
fairly substantial fixed investment.
• Plant must produce continuously to pay off capital
costs
• Plant must also produce continuously to maintain kiln
integrity - 3 shifts per day!
• Plant must comply with severe environmental
constraints
• All this must be done to produce a commodity product
that sells for Rs. 3.2 / kg
Raw Materials for Cement
 Calcareous material – Containing CaCO3
(primary source – limestone); impurities such as
iron and alumina are sometimes present
 Argillaceous material – Containing clayey
matter, source of SiO2, Al2O3 and Fe2O3
 Gypsum – Added in the final stages of
manufacture as a set regulator
 Sometime, ground limestone is also added to
cement
Location of cement plants
 Outskirts of the city
 Primarily, where raw material sources are
easily available
 Necessary infrastructure (power, equipment,
manpower, access) should be available
Schematic depiction of process
www.ieagreen.org.uk/jan46.htm
Pulverization
 Raw material feedstock should be
pulverized to the right size
 Reduces overall power consumption
 Better blending and burning possible with
reduced size of material
Blending of raw materials
• Choice of blending process
- Wet or dry
• Wet process – more uniform mixing
• Dry process – higher output, lower power
consumption
• Dry process with precalciners are the order
of the day
Blending – Wet Vs. Dry
 When moisture content of raw materials is >
15%, wet blending (in slurry form) is
preferred
 When MC < 8%, dry blending is done
 For 8% < MC < 15%, dry blending with
precalciners used
 Wet blending – better blend
Picture of a cement
plant, showing a
precalciner and rotary
kiln
Burning in kiln
• Only rotary kilns used nowadays
• Typical kilns are long ~ 30 – 40 m
• Length of kiln also depends on blending process
• Temperature inside kiln varies from 850 (at inlet)
to 1450 oC (at the outlet)
• Reactions are not completed inside kiln; some
require cooling to occur
• What comes out of kiln is called ‘clinker’
Reactions in the kiln
• The clinkering reactions involve conversion of
mixtures of calcium carbonate and silica and
alumina- bearing components to a mixture of special
crystalline components capable of reacting with
water to produce controlled setting and strength gain
• The major components in clinker are impure but
well crystallized fine (ca. <50 m) crystals of
tricalcium silicate and dicalcium silicate
Kiln reactions (continued)
• Minor but important crystalline components are
extremely fine crystals of tricalcium aluminate and
calcium aluminate ferrite solid solution (ferrite)
• Of great importance despite minor amount present
are deposits of soluble crystalline components (alkali
sulfates and calcium alkali sulfates) on the surfaces of
clinkers
From P. C. Hewlett's 'Lea's Chemistry
of Cement and Concrete'
Up to 700 oC: activation of silicates
through removal of water and changes in
crystal structure
700 – 900 oC: dacarbonation of CaCO3,
initial combination of A, F, and activated
silica with lime
900 – 1200 oC: Belite (C2S) formation
> 1250 oC (more particularly, > 1300 oC):
liquid phase appears and promotes the
reaction between belite and free lime to
form alite (C3S)
Cooling stage: molten phase (containing
C3A and C4AF) gets transformed to a
glass; if cooling is slow, C3A crystallizes
out (causes setting problems), or alite
converts to belite and free lime
www.ieagreen.org.uk/jan46.htm
www.wonjin.co.kr/eng/Item/
cement-rotary-kiln.html
Some cement plants
Intergrinding with gypsum
• Final step in cement manufacture
• Gypsum added as a set regulator (absence
 flash set)
• Strict control on temperature required
• Done in ball mills
• Cement of required fineness produced
Other issues
• Cement manufacture today is a highly
controlled process
• However, there is lot of variation in quality
of cements (between brands, in the same
brand, sometimes in batches produced on
the same day!)
• Quality control during cement manufacture
 done at every stage in the process
Quality control
• Sampling and evaluation should be
performed after excavation from the
quarry, before and after blending the
feedstock, after formation of clinker,
after intergrinding clinker with gypsum,
and finally before packaging in the bags
and drums
Quality control parameters
Lime saturation factor (LSF) = C/(2.8S + 1.2A + 0.65F),
where C, S, A, and F are the % amounts of CaO, SiO2,
Al2O3, and Fe2O3, respectively.
Silica ratio (or modulus) = S/(A + F)
Alumina ratio (or modulus) = A/F
Potential C3S from Bogue formulation
The LSF is particularly important because it dictates the
amount of free lime that will be present in the product.
Too much free lime can cause unsoundness of the
cement.

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1.Production.ppt

  • 1. Cement Production CE 611 Advanced Concrete Technology
  • 2. Modern cement….  John Smeaton, while planning the building of Eddystone lighthouse tower in 1756, discovered that the best limes for mortar contained a high degree of clayey matter  Ultimately, such a lime was used along with pozzolana in equal quantities
  • 3. Eddystone Lighthouse Tower •Completed in 1759 •72 feet tall; 93 steps •Newer lighthouse constructed in 1882; Smeaton’s tower was moved stone-by-stone to Plymouth, where it is still the most major landmark
  • 4. Portland Cement  L. J. Vicat: Prepared artificial hydraulic lime by calcining an intimate mixture of limestone (chalk) and clay – principal forerunner to Portland Cement  1824 – Joseph Aspdin, while obtaining a patent for his hydraulic cement, termed it as Portland cement, upon Portland stone (limestone from Dorset, UK), which had a high quality and durability and a similar appearance
  • 5. Aspdin’s Creation Kiln for burning A – Alite, or C3S B – Belite, or C2S
  • 6. Portland Cement • An unusual industrial product produced in huge quantities in special plants that can produce nothing else • The product is produced by a combination of unusual unit operations involving mining, very fine scale blending of raw materials, very high temperature clinkering reactions, controlled cooling, grinding, blending, and finally shipping under controlled conditions • Chemical composition is maintained within narrow limits despite huge tonnages
  • 7. Portland cement production • Typical plant costs range upwards of $250 million - a fairly substantial fixed investment. • Plant must produce continuously to pay off capital costs • Plant must also produce continuously to maintain kiln integrity - 3 shifts per day! • Plant must comply with severe environmental constraints • All this must be done to produce a commodity product that sells for Rs. 3.2 / kg
  • 8. Raw Materials for Cement  Calcareous material – Containing CaCO3 (primary source – limestone); impurities such as iron and alumina are sometimes present  Argillaceous material – Containing clayey matter, source of SiO2, Al2O3 and Fe2O3  Gypsum – Added in the final stages of manufacture as a set regulator  Sometime, ground limestone is also added to cement
  • 9. Location of cement plants  Outskirts of the city  Primarily, where raw material sources are easily available  Necessary infrastructure (power, equipment, manpower, access) should be available
  • 10.
  • 11. Schematic depiction of process www.ieagreen.org.uk/jan46.htm
  • 12. Pulverization  Raw material feedstock should be pulverized to the right size  Reduces overall power consumption  Better blending and burning possible with reduced size of material
  • 13. Blending of raw materials • Choice of blending process - Wet or dry • Wet process – more uniform mixing • Dry process – higher output, lower power consumption • Dry process with precalciners are the order of the day
  • 14. Blending – Wet Vs. Dry  When moisture content of raw materials is > 15%, wet blending (in slurry form) is preferred  When MC < 8%, dry blending is done  For 8% < MC < 15%, dry blending with precalciners used  Wet blending – better blend
  • 15. Picture of a cement plant, showing a precalciner and rotary kiln
  • 16. Burning in kiln • Only rotary kilns used nowadays • Typical kilns are long ~ 30 – 40 m • Length of kiln also depends on blending process • Temperature inside kiln varies from 850 (at inlet) to 1450 oC (at the outlet) • Reactions are not completed inside kiln; some require cooling to occur • What comes out of kiln is called ‘clinker’
  • 17. Reactions in the kiln • The clinkering reactions involve conversion of mixtures of calcium carbonate and silica and alumina- bearing components to a mixture of special crystalline components capable of reacting with water to produce controlled setting and strength gain • The major components in clinker are impure but well crystallized fine (ca. <50 m) crystals of tricalcium silicate and dicalcium silicate
  • 18. Kiln reactions (continued) • Minor but important crystalline components are extremely fine crystals of tricalcium aluminate and calcium aluminate ferrite solid solution (ferrite) • Of great importance despite minor amount present are deposits of soluble crystalline components (alkali sulfates and calcium alkali sulfates) on the surfaces of clinkers
  • 19. From P. C. Hewlett's 'Lea's Chemistry of Cement and Concrete' Up to 700 oC: activation of silicates through removal of water and changes in crystal structure 700 – 900 oC: dacarbonation of CaCO3, initial combination of A, F, and activated silica with lime 900 – 1200 oC: Belite (C2S) formation > 1250 oC (more particularly, > 1300 oC): liquid phase appears and promotes the reaction between belite and free lime to form alite (C3S) Cooling stage: molten phase (containing C3A and C4AF) gets transformed to a glass; if cooling is slow, C3A crystallizes out (causes setting problems), or alite converts to belite and free lime
  • 21. Intergrinding with gypsum • Final step in cement manufacture • Gypsum added as a set regulator (absence  flash set) • Strict control on temperature required • Done in ball mills • Cement of required fineness produced
  • 22. Other issues • Cement manufacture today is a highly controlled process • However, there is lot of variation in quality of cements (between brands, in the same brand, sometimes in batches produced on the same day!) • Quality control during cement manufacture  done at every stage in the process
  • 23. Quality control • Sampling and evaluation should be performed after excavation from the quarry, before and after blending the feedstock, after formation of clinker, after intergrinding clinker with gypsum, and finally before packaging in the bags and drums
  • 24. Quality control parameters Lime saturation factor (LSF) = C/(2.8S + 1.2A + 0.65F), where C, S, A, and F are the % amounts of CaO, SiO2, Al2O3, and Fe2O3, respectively. Silica ratio (or modulus) = S/(A + F) Alumina ratio (or modulus) = A/F Potential C3S from Bogue formulation The LSF is particularly important because it dictates the amount of free lime that will be present in the product. Too much free lime can cause unsoundness of the cement.