1.Constitutents of Concrete and Cement Production

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    CEMENT CONCRETE

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    Outline

    Concrete

    History of Cement

    Raw Materials

    Manufacturing process

    Quality Control

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    What is Concrete?

    Cement Concrete

    Cement Paste Phase Aggregate Phase(OPC, PPC....)

    Cement+Admixtures+Water Coarse Fine

    SP, VMA, SRA...

    Mineral + Chemical River Msand

    Synthetic Natural Recycled

    Pozzolanic + Inert Fillers

    FA, slag, silica fume, Metakaolin Light wt. Normal wt. Heavy wt.3

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    Why Concrete?

    Excellent water resistance

    Ease of moulding in to any shape and size Availability of raw materials

    Economy (~ Rs 5-6)

    Less energy consumption (relatively with steel) Sustainable

    Durable

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    5.5 billion tonnes of concrete per year

    (~ 1 tonne perhuman being)

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    Pantheon

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    World's largest unreinforced concrete domeRome - 126 AD

    Elliptical amphitheatre

    Rome - 80 AD

    Colosseum

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    History of Cement

    Lime mortar - Hydraulic Cement - Portland Cement

    John Smeaton (Civil Engineer) -1756 - EddystoneLighthouse - discovered that the best limes for

    mortar contained a high degree ofclayey matter

    Ultimately, this kind of lime was usedin equal quantities withpozzolana

    for the construction of Light house

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    Portland Cement

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    L. J. Vicat: Prepared artificial hydraulic lime bycalcining an intimate mixture of limestone (chalk)and clay principal forerunner to PortlandCement

    1824 Joseph Aspdin, while obtaining a patentfor his hydraulic cement, termed it as Portlandcement, due to the resemblance of hardened

    cement in appearance and quality of Portlandstone (limestone from Dorset, UK)

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    Portland Cement (PC) over the ages Proto PC Calcined mixture of limestone and clay;

    no CaO-SiO2 interaction; low burning temperatures

    Meso PC C2S clearly evident; some C3S present;

    poorly defined flux phases (C3A and C4AF); Aspdins

    patented cement falls in this category

    Normal PC Controlled production; suitable

    proportioned mixture of calcareous and argillaceous

    components, as in the modern day cements.

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    Raw Materials for Cement

    Calcareous material Containing CaCO3 (primarysource limestone); impurities such as iron andalumina are sometimes present

    Argillaceous material Containing clayey matter,source of Silica (SiO2), Alumina (Al2O3 )

    Gypsum Added in the final stages ofmanufacture as a set regulator

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    Cement Production-Schematic

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    1400C

    800C

    Fluidised calciner - 800C

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    Process of Manufacturing CementWet Process and Dry process

    Wet process Mechanical stirrers for avoidingsedimentation , more uniform mixing, energy

    intensive

    Dry process higher output, lower powerconsumption

    Preheaters for drying and partially calcination of

    the rawmeal

    Fluidised calciners used to increase the

    decarbonation (dissociation of CaCO3)

    Dry process with precalciners are the order of the

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    Wet Vs. Dry ? When moisture content of raw materials is >

    15%, wet blending (in slurry form) is preferred When moisture content < 8%, dry blending is

    done

    For 8% < moisture content < 15%, dryblending with precalciners used

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    Process WetDry

    Preheater Precalciner

    Kiln length (m) 40 232 40 95 54 110

    Output (tons/day) 100 3350 200 3500 1500 8500

    Fuel consumption

    (kcal/kg clinker)

    1000 2200 800 950 800 95

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    Cement kiln

    Only rotary kilns used nowadays

    Typical kilns are long ~ 30 40 m

    Length and diameter of kiln also depends on

    blending process, output required and energy

    Temperature inside kiln varies from 850 (at inlet) to

    1450C (at the outlet)

    Reactions are not completed inside kiln; some

    require cooling to occur

    The material comes out of kiln is called clinker

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    Cement Clinker

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    3 to 25 mm

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    Reactions in the kiln Conversion of mixtures of calcium carbonate, silica

    and alumina - bearing components to 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 Qm) crystals of tricalciumsilicate (C3S) and dicalcium silicate (C2S)

    Minor in quantity but important crystalline components are

    extremely fine crystals of tricalcium aluminate (C3

    A)

    and calcium aluminate ferrite solid solution (C4AF)

    Of greater importance despite minor amount present are

    deposits of soluble crystalline components (alkali sulfates

    and calcium alkali sulfates) on the surfaces of clinkers

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    Kiln reactions - schematic

    Mindess and Young, 1981

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    Hewlett, 2001

    Up to 700 oC: activation of silicates

    through removal of water andchanges in crystal structure

    700 900 oC: decarbonation of

    CaCO3, initial combination of A, F,

    and activated silica with lime

    900 1200 oC: Belite (C2S) formation

    > 1250 oC (more particularly, > 1300oC): 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

    Kiln reactions - schematic

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    Amorphous vs. crystalline Describes the structure of certain elements and compounds

    in the solid state.

    A crystalline solid is one in which there is a there is long-

    range order or in other words, regular repeating pattern in

    the structure. (Eg) diamond, table salt.

    An amorphous solid is one which does not have long-rangeorder. In other words, there is no repeat unit. (Eg) Glass,

    wax and plastics.

    If a liquid cools very quickly, the molecules will not have

    time to arrange themselves in the most favorable pattern andso they are locked into a disordered solid.

    Properties of an element existing in amorphous form will

    differ considerably from the same element existing in

    crystalline form (with same chemical composition)18

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    Appearance of clinker

    Typical PC clinker is composed of

    - large irregular crystals that are grains of alite

    (C3S),- more rounded smaller crystals that are belite

    (C2S), and

    - groundmass consisting of the flux p

    hases(mixture of ferrite and C3A solid solutions)

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    ClinkerClinkers viewed under reflected light in optical microscope

    These figures show the important phases of alite (C3S, generally

    angular), belite (C2S, generally rounded), interstitial material (C3A andC4AF, light colour regions) and epoxy resin in clinker pores.

    Clinker showing in left fig. has

    Typical C3S (alite) structure with

    Relativelyh

    ighproportion ofaluminate hases white areas

    In right fig. a zone of high C2S

    (belite) content is visible

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    Clinker

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    In the Left fig. high C2S content

    surrounded by C3S crystals

    In the Right fig. fine grained,

    nested C2S zone with much

    porosity in clinker

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    Intergrinding with gypsum Final step in cement manufacture

    Gypsum added as a set regulator (absence flashset)

    Strict control on temperature required

    Done in ball mills

    Cement of required

    fineness produced

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    Other issues Cement manufacture today is a highly controlled

    process

    Closed circuit grinding is preferred

    However, there is lot of variation in quality ofcements (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

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    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

    finally before packaging in the bags and drums

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    Quality control parametersLime 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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    Some informations

    UK 50 kg

    US 42.6 kg*

    Environmental impact

    1 tonne of cement = 1 tonne of CO2 ( ) Depletion of natural resources

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    Acknowledgments

    The instructor is indebted to Dr. Manu Santhanam

    from Indian Institute of Technology Madras forproviding some of the images and illustrations

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