New Binders Based on the Addition of Reactive Magnesia to Hydraulic Cements With or Without Added Pozzolan. - PowerPoint PPT Presentation

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New Binders Based on the Addition of Reactive Magnesia to Hydraulic Cements With or Without Added Pozzolan.

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Title: New Binders Based on the Addition of Reactive Magnesia to Hydraulic Cements With or Without Added Pozzolan.


1
New Binders Based on the Addition of Reactive
Magnesia to Hydraulic Cements With or Without
Added Pozzolan.
Hobart, Tasmania, Australia
All I ask is that the industry think about what I
am saying. John Harrison B.Sc. B.Ec. FCPA.
2
Construction Industry Minerals
  • Vitrified and calcined minerals and their
    derivatives are the main materials used to
    construct the built environment which is our
    footprint on earth.
  • Globally over 3 billion tonnes of calcined
    minerals (cement, lime and magnesia) are produced
    annually. Global Portland cement production is in
    the order of 1.8 billion tonnes. The largest
    producers of Portland cement are China at over
    500 million tonnes followed by India at over 109
    million tonnes. The figures for vitrified clays
    are substantial but unknown.
  • TecEco estimate that buildings and infrastructure
    account for over 60 of anthropogenic materials
    flows.
  • The built environment represents a huge
    opportunity for sustainability.
  • Greater durability
  • Lower embodied and lifetime energies
  • Waste utilisation and recycling
  • Abatement and better still - sequestration

TecEco technology address sustainability issues
in a holistic way
3
Sustainability Issues
  • Calcined mineral materials and their derivatives
    used in construction such as Portland cement,
    lime and magnesia are made from carbonates.
  • The process of calcination involves driving off
    chemically bound CO2 with heat.
  • MCO3 ?MO CO2
  • ?
  • Fuel oil, coal, natural gas or other fuels are
    directly or indirectly burned to produce the
    energy required for vitrification of clays and
    producing calcined materials releasing CO2.
  • The production of vitrified and calcined mineral
    materials accounts for around 12 -15 of global
    anthropogenic CO2.

4
Materials Science Issues with OPC Concrete
  • Talked about
  • Rheology
  • Time for and method of placing and finishing
  • Shrinkage
  • Cracking, crack control
  • Durability and Performance
  • Sulphate and chloride resistance
  • Carbonation
  • Corrosion of steel and other reinforcing
  • Bonding to brick and tiles
  • Alkali aggregate reactions
  • Delayed reactions (eg ettringite)
  • Efflorescence
  • Rarely discussed
  • Sustainability
  • Emissions and embodied energies

Should the discussion be more about how we could
fix the material, overcoming rather than
tolerating and mitigating these problems?
5
Conclusions?
  • Sustainability can be improved with improved
    performance (eg.durability) and emissions
    reductions (lower embodied energies).
  • Cementitous calcined mineral materials or
    composites including OPC concretes offer more
    scope for sustainability than vitrified minerals.
  • Portlandite is the main problem with Portland
    cement.
  • Better to fundamentally fix the material than
    continue with what amount to band aid fixes.
  • The merits of removing and replacing Portlandite
    with another less soluble, easily manufactured
    alkali should be considered.
  • Technology improvements increase market share and
    fuel economic growth
  • Carbon trading and regulations will favour
    adoption of better technologies.

The TecEco technology is an opportunity to be
taken not a threat to be ignored!
6
TecEco Technology - Simple Yet Ingenious?
The consequences of removing Portlandite (lime)
with the pozzolanic reaction and filling the
voids between hydrating cement grains with
brucite, an insoluble alkaline mineral, need to
be considered.
Glue as well as Velcro?
Partially hydrated Portland cement paste
Soroos,1999 .
The important thing in science is not so much to
obtain new facts as to discover new ways of
thinking about them. -- Sir William Bragg
7
TecEco Cements A Blending System
Imagination is more important than knowledge,
knowledge is limited. Albert Einstein
TecEco cements are a system of blending reactive
magnesia, Portland cement and usually a pozzolan
8
TecEco Cement Summary
  • Two main formulation strategies so far
  • TecEco modified Portland cements (eg 10 MgO, 90
    OPC.)
  • Contain more Portland cement than reactive
    magnesia
  • Reactive magnesia hydrates in the same rate order
    as Portland cement forming brucite which
    densifies, maintains a lower long term pH and due
    to its low solubility, mobility and reactivity
    results in greater durability.
  • Other benefits include improvements in rheology,
    the use of a wider range of aggregates and
    possibly no shrinkage
  • TecEco eco-cements (eg 50-75 MgO, 50-25 OPC)
  • Contain more reactive magnesia than Portland
    cement
  • Brucite in porous materials eventually carbonates
  • Forming stronger fibrous minerals.
  • Resulting in huge opportunities for abatement.

9
Reactivity Overcomes Delayed Hydration Problems.
  • Delayed hydration leads to dimensional distress.
  • Magnesium was banned in Portland cements because
    when it goes through the high temperature process
    of making Portland cement it becomes periclase.
    It is dead burned, hydrates slowly and causes
    dimensional distress.
  • Dead burned lime is much more expansive than dead
    burned magnesia(1), a problem largely forgotten
    about by cement chemists.
  • The reactivity of magnesia is a function of the
    state of disorder, specific surface area and
    glass forming impurities.
  • The state of disorder is dependent on the
    temperature of calcining and probably the most
    important, followed by the level of impurities
    such as iron.
  • Make a particle small enough and it will react
    with just about anything
  • A new patented TecEco kiln technology which
    combines calcining and grinding should make it
    possible to calcine at lower temperatures and
    produce more reactive magnesia with reduced
    problems due to impurities as well as capture
    CO2.
  • (1) Ramachandran V. S., Concrete Science, Heydon
    Son Ltd. 1981, p 358-360.

10
Why Replace Portlandite with Brucite?
  • Portlandite is reactive, carbonates readily and
    being soluble can act as an electrolyte. TecEco
    remove Portlandite in reactions with Pozzolans.
  • TecEco replace Portlandite with brucite which is
    much less soluble, mobile and reactive, does not
    act as an electrolyte or carbonate as readily.
  • Improving the rheology
  • Using up bleed water as it hydrates
  • Filling in the pores, increasing the density
  • Sealing off the atmosphere
  • Providing long term pH control with many
    consequences including greater durability.

11
Ramifications of Adding Reactive Magnesia (1)
  • A lower more Stable Long Term pH? As Portlandite
    is removed the pH becomes governed by the
    solubility of brucite and is much lower at around
    10.5 -11, allowing a wider range of aggregates to
    be used without AAR problems. Carbonation is
    slower and the pH remains high enough to keep Fe
    FeO and Fe3O4 stable for much longer.
  • Durability TecEco modified Portland cements are
    denser, protected by brucite, are not attacked
    by salts, do not carbonate readily and last
    indefinitely.
  • Easy to Use With improved homogeneity and
    rheology. Fine magnesia acts as a lubricant for
    Portland cement.

12
Ramifications of Adding Reactive Magnesia (2)
  • Greater Density, reduced permeability? Brucite
    fills pore spaces taking up mix and bleed water
    as it hydrates reducing voids and shrinkage.
    (brucite is 58.3 mass water!)
  • Greater Strength? Less shrinkage? A lower water
    cement ratio could mean greater strength and in
    the right propotion, no shrinkage.
  • More Sustainable TecEco cements and eco-cements
    use a high proportion of recycled materials,
    immobilise toxic and hazardous wastes, can use a
    wider range of aggregates reducing transport
    emissions and have superior durability.
    Eco-cements reabsorb chemically released CO2.

13
Ramifications of Adding Reactive Magnesia (3)
  • Insulating Properties / High Thermal Mass / Low
    Embodied Energy Eco-cement products will be
    favoured for energy conserving buildings.
  • Recyclable Eco-cement products can be
    reprocessed and reused, making them more
    attractive to many users.
  • A Fire Retardant Brucite and magnesite are both
    fire retardants. TecEco cement products put fires
    out by releasing CO2 at relatively low
    temperatures
  • Low Capital Cost No new plant and equipment is
    required.
  • Lower Materials Cost With economies of scale
    TecEco cements should be cheaper.

14
Durability - A Lower More Stable Long Term pH
Long term pH is governed by the solubility of
brucite and is much lower at around 10.5 -11,
allowing a wider range of aggregates to be used,
reducing problems such as AAR and etching, but
still high enough to keep Fe and Fe3O4 stable. As
the hydroxides of most heavy metals are also
least soluble at around pH 10.5 11, TecEco
cements are suitable for toxic and hazardous
waste immobilisation.
Eh-pH or Pourbaix Diagram The stability fields
of iron in the presence of oxygen and carbon
dioxide. Source Krauskopf K. B., Introduction to
Geochemistry, McGraw Hill Book Company, 1967,
page 168, after Garrels Christ (1965), page 224.
TecEco Cement zone.
15
Durability Reduced Delayed Reactions
  • A wide range of delayed reactions can occur in
    Portland cement based concretes such as delayed
    alkali silica and alkali carbonate reactions, the
    delayed formation of ettringite and thaumasite,
    delayed hydration of minerals such as dead burned
    lime and magnesia.
  • Delayed reactions are reduced in TecEco modified
    Portland cement concretes because
  • The hydration of magnesia consumes water drying
    concrete from the inside out. Reactions occur
    very slowly by diffusion.
  • A lower long term pH results in reduced
    reactivity.
  • Potentially reactive ions are trapped in the
    structure of brucite.

16
Durability Rapidly Reduced Pore Water
  • Ordinary Portland cement concretes can take years
    to dry out.
  • The presence of water allows reactions to occur
    much more rapidly than by diffusion.
  • Reactive magnesia consumes water on hydration
    resulting in more rapid onset of a water deficit.
  • Delayed reactions such as
  • Hydration of dead or hard burned magnesia.
  • The formation of alkali aggregate reaction
    products.
  • Chlorides, sulphates and carbonates
  • Ettringite and thaumasite.
  • Are therefore likely to be minimised.

17
Durability Increased Acid Resistance
  • Carbonates are stable phases of both calcium and
    magnesium.
  • The Portlandite in Portland cement concretes
    carbonates at the surface resulting in a lower
    pH.
  • The addition of reactive magnesia in a TecEco
    modified Portland cement concrete results in
    reduced carbonation due to a lower carbonation
    rate and surface tightening due to expansion.
  • Magnesium carbonates that form at the surface of
    TecEco modified Portland cement concretes are
    more acid resistant.
  • Eco-cements are also more acid resistant as the
    main magnesium phase is magnesium carbonate.

18
Durabiliy - Reduced Steel Corrosion
  • A pH of over 8.9 is maintained for much longer
    and steel remains passive.
  • Brucite does not react readily resulting in
    reduced carbonation rates and reactions with
    salts.
  • Concrete with brucite is denser and carbonation
    is expansive, sealing the surface preventing
    further access by moisture, CO2 and salts.
  • Brucite is less soluble and traps salts as it
    forms resulting in less ionic transport to
    complete a circuit for electrolysis and less
    corrosion.

Anode
Ionic transport
Cathode
19
Durability - Reduced Salt Attack and Carbonation
  • Brucite has always played a protective role
    during salt attack. Putting it in the matrix of
    concretes in the first place makes sense.
  • Brucite does not react with salts because of its
    low solubility (reactivity, mobility) and lower
    pH (reactivity)
  • Ksp brucite 1.8 X 10-11
  • Ksp Portlandite 5.5 X 10-6
  • Carbonation of brucite is slow
  • ?Gor Brucite -19.55
  • ?Gor Portlandite -64.62

20
Durability - Increased Density
  • On hydration magnesia expands 116.9 filling
    voids and surrounding hydrating cement grains.
  • Brucite is 58.3 water.
  • Lower water cement ratios result in greater
    density.
  • Greater density results in greater strength, more
    durable concrete with a higher salt resistance
    and less corrosion of steel etc.

Picture Courtesy Applied Petrographic Services
NSW Aust.
21
Durability Reduced Permeability
  • As bleed water exits ordinary Portland cement
    concretes it creates an interconnected pore
    stucture that remains in concrete allowing the
    entry of aggressive agents such as SO4--, Cl- and
    CO2
  • TecEco modified Portland cement concretes do not
    bleed they tend to dry from within.
  • In TecEco modified Portland cement concretes mix
    water is used up in the hydration of reactive
    magnesia forming brucite
  • TecEco modified Portland cement concretes are
    denser and less permeable even to vapours

22
Strength - Enhanced Pozzolanic Reactions?
  • With small substitutions by reactive magnesia for
    OPC it is likely that the early stage pH during
    the plastic stage of concrete setting is actually
    higher due to supersaturation cause by the
    additional removal of water by magnesia as it
    hydrates.
  • If there is an early high pH then the pozzolanic
    and other silicification reactions should ensue
    more readily.

23
Strength A lower Water Cement Ratio?
  • TecEco modified Portland cement concretes have
    excellent rheology resulting in a lower water
    cement ratio.
  • There is a linear correlation between the water
    cement ratio and strength.
  • Lower water cement ratios result in greater
    strength.
  • Water is also removed by brucite as it hydrates
    increasing the density.

24
Safety Reduced Fire Damage
  • The main phase in TecEco modified ordinary
    Portland cement concretes is brucite.
  • The main phases in TecEco eco-cements are
    magnesite and hydromagnesite.
  • Brucite, magnesite and hydromagnesite are
    excellent fire retardants and extinquishers.
  • At relatively low temperatures
  • Brucite releases water and reverts to magnesium
    oxide.
  • Magnesite releases CO2 and converts to magnesium
    oxide.
  • Hydromagnesite releases CO2 and water and
    converts to magnesium oxide.
  • Fires are therefore not nearly as aggressive
    resulting in less damage to structures.

25
Improved Rheology
  • Suitable reactive magnesia is much finer than
    most other cements such as Portland cement and
    carries what we suspect is a high positive
    surface charge.
  • Finely ground reactive magnesia therefore acts as
    a plasticiser.
  • Improving rheology
  • Lower water cement ratio results in greater
    strength and reduced porosity.
  • The proportion and cost of binders and
    plasticisers can be reduced.

26
Reasons for Improved Rheology
There are also surface charge affects and water
reducing agents are not required. Reactive
Magnesia is a plasticiser as well.
27
Dimensionally Neutral TecEco Modified Portland
Cement Concretes on Hydration?
  • Portland cement shrinks around .05. Over the
    long term much more (gt.1).
  • When magnesia hydrates it expands
  • MgO (s) H2O (l) ? Mg(OH)2 (s)
  • 40.31 18.0 ? 58.3 molar
    mass
  • 11.2 liquid ? 24.3
    molar volumes1
  • lt116.96 expansion depending on whether the
    water is coming from mix water or bleed water
    from OPC.
  • So far we have not observed shrinkage in TecEco
    modified Portland cement concretes (10 subst,
    OPC) also containing flyash.
  • Could it be that the water lost by Portland
    cement as it shrinks is used by the reactive
    magnesia as it hydrates?
  • At some ratio, thought to be around 10 reactive
    magnesia and 90 OPC volume changes cancel each
    other out and setting and curing are close to
    neutral.
  • More research is required for both modified
    Portland cements and eco-cements.
  • 1 The molar volume (L.mol-1)is equal to the
    molar mass (g.mol-1) divided by the density
    (g.L-1).

28
Potential for Neutral Cure Modified Portland
Cement Concretes
29
Volume Changes with TecEco Modified Portland
Cements on Carbonation
  • Consider what happens when Portlandite
    carbonates
  • Ca(OH)2 CO2 ? CaCO3
  • 74.08 44.01 ? 100 molar mass
  • 33.22 gas ? 28.10 molar volumes
  • 18.22 shrinkage
  • Surface shrinkage causing cracks to appear.
  • Compared to brucite forming magnesite as it
    carbonates
  • Mg(OH)2 CO2 ? MgCO3
  • 58.31 44.01 ? 84.32 molar mass
  • 24.29 gas ? 28.10 molar volumes
  • 15.68 expansion
  • Slight expansion and densification of the surface
    preventing further ingress of CO2 and carbonation.

30
TecEco Eco-Cements - Solving Waste Problems
  • The best thing to do with wastes is if at all
    possibleto use them. If they cannot directly be
    usedthen they have to be immobilised.
  • TecEco cements are ideal for immobilising
    /utilising toxic and hazardous wastes such as
    flyand bottom ash, iron slags, red mud etc.
  • They are more durable.
  • Brucite results in an ideal long term equilibrium
    pH of 10.5 11 at which most heavy metal
    hydroxides are relatively insoluble.
  • The OPC in TecEco cements takes up lead.
  • Homogenous and do not bleed water
  • Not attacked by salts in ground or sea water.
  • Dimensionally more stable with less cracking.

31
Toxic and Hazardous Waste Immobilisation
The brucite in TecEco cements has a structure
comprising electronically neutral layers and is
able to accommodate a wide variety of extraneous
substances between the layers and cations of
similar size substituting for magnesium within
the layers and is known to be very suitable for
toxic and hazardous waste immobilisation.
32
SustainabilityAbatementLower Cost
  • TecEco cements generally
  • A high proportion of brucite compared to
    Portlandite is water and of magnesite compared to
    calcite is CO2.
  • Every mass unit of TecEco cements therefore
    produces a greater volume of built environment
    than Portland and other calcium based cements.
    Less need therefore be used reducing
    costs/energy/emissions.
  • Improved durability and other properties results
    in lower long run costs/energies/emissions due to
    less frequent replacement.
  • Brucite is less soluble, mobile or reactive than
    Portlandite and not attacked by salts.
  • The pH is lower but more stable resulting in less
    AAR, etching and other problems but still high
    enough for longer, maintaining the passivity of
    steel for longer.
  • TecEco eco-cements
  • Carbon dioxide is also reabsorbed by brucite from
    the atmosphere. A free resource resulting in
    carbon sequestration and carbon credits.

33
SustainabilityAbatementLower Cost (2)
  • Energy costs money and results in emissions and
    is the largest cost factor in the production of
    mineral binders.
  • Whether more or less energy is required for the
    manufacture of reactive magnesia compared to
    Portland cement or lime depends on the stage in
    the utility adding process.
  • Volume of built material has greater utility and
    is more validly compared.
  • The new TecEco kiln technology will result in
    around 25 less energy being required and the
    capture of CO2 during production resulting in
    lower costs and carbon credits.
  • A wider range of aggregates can be utilised
    without problems reducing transport and other
    costs/energies/emissions.
  • The manufacture of reactive magnesia is a benign
    process that can be achieved with waste or
    intermittently available energy.
  • Because reactive magnesia is also an excellent
    plasticiser, other costly additives are not
    required for this purpose.
  • Eco-cement products absorb CO2, utilise wastes
    and can to a certain extent be recycled.

34
Basic Chemical Reactions
Notice the low solubility of brucite compared to
Portlandite and that magnesite is stronger and
adopts a more ideal habit than calcite aragonite
35
The Magnesium Thermodynamic Cycle
36
Manufacture of Portland Cement
37
Specific Comments Regarding Problems in India
  • The lower long term pH of TecEco cements means
    that a wider range of aggregates can be tolerated
    without problems.
  • Many problems appear to be due to the failure of
    contractors to adhere to reasonable standards,
    compromising particularly with aggregates.
  • TecEco cements result in better renders, gunnites
    and other mortars.
  • Good rheology, white colour, less efflorescence
    and a better bond to concrete and tiles (Tile
    de-bonding appears common)
  • Greater durability
  • A lower pore water ionic concentration should
    result in less corrosion of steel reinforcement
    and pipes.
  • Lower pollution, greater sustainability
  • Replacement of topsoil clay bricks etc. with less
    polluting, excellent quality bricks, blocks and
    pavers made substantially with wastes.

38
The TecEco Challenge
  • Although the technology is new and not yet fully
    characterised, TecEco challenge universities and
    construction authorities to come to grips with
    the new cement technology and quantify
    performance in comparison to ordinary Portland
    cement and other competing materials.
  • TecEco will do its best to assist.
  • Negotiations are underway in many countries to
    organise supplies to allow such scientific
    endeavour to proceed.
  • TecEco technologies are an opportunity not a
    threat.

39
TecEco Technology Summary
  • Simple, smart and sustainable?
  • TecEco cement technology has resulted in
    potential solutions to a number of problems with
    Portland and other cements including durability
    and corrosion, the alkali aggregate reaction
    problem and the immobilisation of many problem
    wastes and will provides a range of more
    sustainable building materials.
  • The right technology at the right time?
  • TecEco cement technology addresses important
    triple bottom line issues solving major global
    problems with positive economic and social
    outcomes.

Climate Change Pollution
Durability Corrosion
ASR Rheology
Shrinkage Placement , Finishing
40
Addressing Issues in Concrete Science
  • Addressing the research objectives of concrete
    science.
  • Durability salt resistance and steel corrosion
    may become problemsof the past.
  • Lower use of materials and energyover time
    saving money and the environment.
  • Lower more stable long term alkalinity.
  • Reduced AAR and steel corrosion etc.
  • Better rheology.
  • Lower water cement ratio, less shrinkage, and
    easier placement.
  • Other improved properties
  • Greater density, adjustable placing and finishing
    times. Fire retarding properties
  • Lower Costs
  • Making reactive magnesia is a benign process with
    potential for using waste energy and capture of
    CO2.
  • A wider range of aggregates including wastes will
    be availablereducing cartage costs and
    emissions.
  • Water or CO2 from the air comprise a high mass
    and volume of the magnesium minerals in TecEco
    cements. Water and CO2 are free or attract carbon
    credits
  • Expensive plasticisers are not required

41
TecEcos Immediate Focus
  • Form strategic alliances with major companies.
  • Raise money for Research Around 1 millions
    dollars worth in the pipeline.
  • Concentrate on defined markets for low technical
    risk products that require minimal research and
    development and for which performance based
    standards apply.
  • Carbonated products such as bricks, blocks,
    stabilised earth blocks, pavers, roof tiles
    pavement and mortars that utilise large
    quantities of waste and products where
    sustainability, rheology or fire retardation are
    an issue. (Mainly eco-cement technology using fly
    ash).
  • The immobilisation of wastes including toxic
    hazardous and other wastes because of the
    superior performance of the technology and the
    rapid growth of markets. (Eco-cements and
    modified Portland cements).
  • Products such as renders and mortars where
    excellent rheology and bond strength are
    required.
  • Products where extreme durability is required.
  • Products for which weight is an issue.
  • Continue our awareness campaign regarding TecEco
    cements, the new TecEco kiln design and the Tech
    Tendon method of prestressing, partial
    prestressing and reinforcing.

42
TecEco Minding the Future
  • TecEco are aware of the enormous weight
    ofopinion necessary before standards can
    bechanged globally for TecEco modified
    cementconcretes for general use.
  • TecEco already have a number of institutions and
    universities around the world doing research.
  • TecEco have received huge global publicity not
    all of which is correct and have therefore
    publicly released the technology.
  • TecEco research documents are available from
    TecEco by request. Soon they will be able to be
    purchased from the web site.
  • Other documents by other researchers will be made
    available in a similar manner as they become
    available.

Technology standing on its own is not inherently
good. It still matters whether it is operating
from the right value system and whether it is
properly available to all people. -- William
Jefferson Clinton
43
TecEco Eco - Cements for Sustainable Cities
44
Manufacture of Eco-Cement Products
45
TecEco Kiln Technology
  • Remember
  • The reactivity of most calcined materials
    including magnesia is a function of the state of
    disorder, specific surface area and glass forming
    impurities.
  • What if calcining and grinding occurred at the
    same time?
  • Heat would literally be squashed into the
    material to be calcined, reducing the risk of
    overburning.
  • The clastic conditions should increase the state
    of disorder and reduce the formation of glasses
    resulting in greater reactivity.
  • CO2 could be captured at source.
  • The heat lost through grinding could be used for
    calcining resulting in around 25 greater
    efficiency.

46
Energy On a Mass Basis
Relative to Raw Material Used to make Cement From Manufacturing Process Energy Release 100 Efficient (Mj.tonne-1) From Manufacturing Process Energy Release with Inefficiencies (Mj.tonne-1) Relative Product Used in Cement From Manufacturing Process Energy Release 100 Efficient (Mj.tonne-1) From Manufacturing Process Energy Release with Inefficiencies (Mj.tonne-1) Relative to Mineral Resulting in Cement From Manufacturing Process Energy Release 100 Efficient (Mj.tonne-1) From Manufacturing Process Energy Release with Inefficiencies (Mj.tonne-1)
CaCO3 Clay 1545.73 2828.69 Portland Cement 1807 3306.81 Hydrated OPC 1264.90 2314.77
CaCO3 1786.09 2679.14 Ca(OH)2 2413.20 3619.80
MgCO3 1402.75 1753.44 MgO 2934.26 3667.82 Mg(OH)2 2028.47 2535.59
47
Energy On a Volume Basis
Relative to Raw Material Used to make Cement From Manufacturing Process Energy Release 100 Efficient (Mj.metre-3) From Manufacturing Process Energy Release with Inefficiencies (Mj.metre-3) Relative Product Used in Cement From Manufacturing Process Energy Release 100 Efficient (Mj.metre-3) From Manufacturing Process Energy Release with Inefficiencies (Mj.metre-3) Relative to Mineral Resulting in Cement From Manufacturing Process Energy Release 100 Efficient (Mj.metre-3) From Manufacturing Process Energy Release with Inefficiencies (Mj.metre-3)
CaCO3 Clay 4188.93 7665.75 Portland Cement 5692.05 10416.45 Hydrated OPC 3389.93 6203.58
CaCO3 6286.62 8429.93 Ca(OH)2 5381.44 8072.16
MgCO3 4278.39 5347.99 MgO 9389.63 11734.04 Mg(OH)2 4838.32 6085.41
48
Abatement TecEco Eco-Cements
49
Global Abatement
Without CO2 Capture during manufacture (billion tonnes) With CO2 Capture during manufacture (billion tonnes)
Total Portland Cement Produced Globally 1.80 1.80
Global mass of Concrete (assuming a proportion of 15 mass cement) 12.00 12.00
Global CO2 Emissions from Portland Cement 3.60 3.60
Mass of Eco-Cement assuming an 80 Substitution in global concrete use 9.60 9.60
Resulting Abatement of Portland Cement CO2 Emissions 2.88 2.88
CO2 Emissions released by Eco-Cement 2.59 1.34
Resulting Abatement of CO2 emissions by Substituting Eco-Cement 0.29 1.53
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Abatement from Substitution
Building Material to be substituted Realistic Subst-itution by TecEco technology Size of World Market (million tonnes Substituted Mass (million tonnes) CO2 Factors (1) Emission From Material Before Substitution Emission/Sequestration from Substituted Eco-Cement (Tonne for Tonne Substitution Assumed) Emission/Sequestration from Substituted Eco-Cement (Tonne for Tonne Substitution Assumed) Net Abatement Net Abatement
            Emissions - No Capture Emissions - CO2 Capture Abatement - No Capture Abatement CO2 Capture
Bricks 85 250 212.5 0.28 59.5 57.2 29.7 2.3 29.8
Steel 25 840 210 2.38 499.8 56.6 29.4 443.2 470.4
Aluminium 20 20.5 4.1 18.0 73.8 1.1 0.6 72.7 73.2
TOTAL 426.6 20.7 633.1 114.9 59.7 518.2 573.4
Concretes already have low lifetime energies. If
embodied energies are improved could
substitution mean greater market share?
Figures are in millions of Tonnes
51
TecEco Movie Theatre
Discovery Channel Movie on Eco-Cements
Shown courtesy Discovery Channel Canada
52
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