WO2013077892A2 - Compositions de béton et procédés associés - Google Patents

Compositions de béton et procédés associés Download PDF

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Publication number
WO2013077892A2
WO2013077892A2 PCT/US2012/000498 US2012000498W WO2013077892A2 WO 2013077892 A2 WO2013077892 A2 WO 2013077892A2 US 2012000498 W US2012000498 W US 2012000498W WO 2013077892 A2 WO2013077892 A2 WO 2013077892A2
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WO
WIPO (PCT)
Prior art keywords
composition
calcium carbonate
aggregate
psi
water
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PCT/US2012/000498
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English (en)
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WO2013077892A3 (fr
WO2013077892A9 (fr
Inventor
Irvin Chen
Patricia Tung LEE
Joshua Patterson
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Calera Corporation
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Priority claimed from US13/294,967 external-priority patent/US20120111236A1/en
Application filed by Calera Corporation filed Critical Calera Corporation
Publication of WO2013077892A2 publication Critical patent/WO2013077892A2/fr
Publication of WO2013077892A9 publication Critical patent/WO2013077892A9/fr
Publication of WO2013077892A3 publication Critical patent/WO2013077892A3/fr

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Classifications

    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2/00—Lime, magnesia or dolomite
    • C04B2/005—Lime, magnesia or dolomite obtained from an industrial by-product
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/10—Lime cements or magnesium oxide cements
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00—Technologies relating to the processing of minerals
    • Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
    • Y02P40/18—Carbon capture and storage [CCS]
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00—Technologies for solid waste management
    • Y02W30/50—Reuse, recycling or recovery technologies
    • Y02W30/91—Use of waste materials as fillers for mortars or concrete

Definitions

  • Concrete may be a widely used engineering material in the world. It is estimated that the present world consumption of concrete may be 1 1 billion metric tons per year. Concrete refers to a composite material of a binding medium having particles or fragments of aggregate embedded therein. In most construction concretes employed, the binding medium typically is formed from a mixture of a hydraulic cement and water. Typically, most of the hydraulic cements employed today are based upon Portland cement. Portland cement is made primarily from limestone, certain clay minerals, and gypsum in a high temperature process that drives off carbon dioxide and chemically combines the primary ingredients into new compounds. The energy required to fire the mixture may consume about 4 GJ per ton of cement produced.
  • cement production is typically a leading source of carbon dioxide atmospheric emissions. It is estimated that cement plants account for 5% of global emissions of carbon dioxide. Additionally, cement plants produce other pollutants like NOx, SOx, VOCs, particulates and mercury. Cement plants also produce cement kiln dust (C D), which need to be land filled, often in hazardous materials landfill sites. As global warming, pollution, and ocean acidification become an increasing problem and the desire to reduce carbon dioxide gas emissions (a principal cause of global warming) continues, there exists a need for more environment friendly methods to produce cement or concrete.
  • a cementitious composition comprising between 10-55 wt% of a composition comprising calcium carbonate, wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 6 ,3 C value of between -12 to -30 6o; and between 45-90 wt% of aggregate, wherein the cementitious composition after combination with water sets and hardens into cement where the calcium carbonate binds to the aggregate and the cement has a
  • the cementitious composition comprises between 10-25 wt% of the
  • composition comprising calcium carbonate and between 75-90 wt% of the aggregate.
  • the calcium carbonate comprises other polymorphic forms selected from the group consisting of amorphous calcium carbonate, aragonite, calcite, and combinations thereof.
  • the aggregate comprises fine aggregate, coarse aggregate, or a combination thereof.
  • the fine aggregate is sand.
  • the coarse aggregate is rock.
  • the compressive strength of at least 2000 psi is after at least 1 day, 7 days, or 28 days.
  • the cement has a compressive strength of at least 3000 psi or between 2000-6000psi. In some embodiments of the foregoing aspect and embodiments, the cement has a porosity of between 10-90%. In some embodiments of the foregoing aspect and embodiments, the cementitious composition further comprises fly ash, slag, metakaolin, admixture, or combinations thereof.
  • compositions comprising less than 50% calcium carbonates by weight, the remainder of the composition being aggregate, wherein the calcium carbonates bind to the aggregate, and wherein the composition has a compressive strength of at least 3000 psi and a porosity of at least 25% at least 7-days after preparation of the composition.
  • the composition comprises less than 40% calcium carbonates by weight, the remainder of the composition being aggregate.
  • the composition comprises less than 30% calcium carbonates by weight, the remainder of the composition being aggregate.
  • the composition comprises less than 20% calcium carbonates by weight, the remainder of the composition being aggregate.
  • the composition comprises less than 10% calcium carbonates by weight, the remainder of the composition being aggregate.
  • the aggregate comprises fine aggregate, coarse aggregate, or a combination of fine and coarse aggregate.
  • the aggregate comprises fine aggregate.
  • the fine aggregate is sand.
  • the aggregate comprises coarse aggregate.
  • the coarse aggregate is rock.
  • the aggregate comprises a combination of fine aggregate and coarse aggregate.
  • the fine aggregate is sand and the coarse aggregate is rock.
  • the composition has a compressive strength of at least 4000 psi at least 7-days after preparation of the composition. In some embodiments of the foregoing aspect and embodiments, the composition has a compressive strength of at least 5000 psi at least 7-days after preparation of the composition. In some embodiments of the foregoing aspect and embodiments, the composition has a porosity of at least 25% and less than 55%.
  • a method for forming a cementitious composition comprising mixing between 10-55 wt% of a composition comprising calcium carbonate, wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 6 13 C value of between -12 to -30%o, with between 45-90 wt% of aggregate to form a cementitious composition, and contacting the cementitious composition with water when the cementitious composition sets and hardens into cement with a compressive strength of at least 2000 psi where the calcium carbonate binds to the aggregate.
  • the method further comprises before the mixing step a) making the composition comprising calcium carbonate by contacting an industrial waste gas stream comprising carbon dioxide with a proton removing agent to form a carbon dioxide charged water; and b) contacting the carbon dioxide charged water with divalent cations to form the composition comprising calcium carbonate.
  • the contacting of the carbon dioxide charged water with the divalent cations is under precipitation conditions that favor the formation of the composition comprising calcium carbonate that has between 50-100 wt% of the calcium carbonate in a metastable polymorphic form comprising vaterite.
  • the precipitation conditions are selected from temperature, pH, residence time, proton removing agent, additive, ion ratio, rate of precipitation, mixing rate, form of agitation, presence of seed crystal, catalyst, membrane, substrate, separation, drying, refining, and combinations thereof.
  • the industrial waste gas stream is from an industrial plant selected from power plant, chemical processing plant, steel mill, paper mill, cement plant, other industrial plant that produces C0 2 as a byproduct, and combinations thereof.
  • the proton removing agent is NaOH, Na 2 C0 3 , KOH, K 2 C0 3 , NH4OH, Ca(OH) 2 , Mg(OH) 2 , or combinations thereof.
  • the method further comprises drying the composition to form the composition having a mean particle size of between 1-50 microns.
  • the calcium carbonate binds to the aggregate when the vaterite transforms to aragonite.
  • the calcium carbonate comprises other polymorphic forms selected from the group consisting of amorphous calcium carbonate, aragonite, calcite, and combinations thereof.
  • the aggregate comprises fine aggregate, coarse aggregate, or a combination thereof.
  • the fine aggregate is sand and the coarse aggregate is rock.
  • the compressive strength of at least 2000 psi is after at least 1 day, 7 days, or 28 days.
  • the method further comprises adding fly ash, slag, metakaolin, admixture, or combinations thereof to the cementitious composition.
  • the method further comprises pouring the cementitious composition to form a building material.
  • a method comprising: a) processing a waste gas stream comprising carbon dioxide to produce an original composition comprising one or more carbonates; b) removing process water from the original composition to produce a concentrated composition, concentrated with respect to the one or more carbonates; d) producing from the concentrated composition a hardened composition, wherein the hardened composition has a compressive strength of at least 2000 psi and a porosity of at least 25% at 7-days.
  • the carbonates are calcium carbonates, magnesium carbonates, or a combination of calcium carbonates and magnesium carbonates.
  • the carbonates are calcium carbonates.
  • the carbonates are selected from the group of calcium carbonates consisting of amorphous calcium carbonate, vaterite, aragonite, ikaite, and calcite. In some embodiments, the carbonates comprise vaterite. In some embodiments, the carbonates further comprise calcite. In some embodiments, the vaterite to calcite ratio is at least 1 : 1. In some embodiments, the vaterite to calcite ratio is at least 3:1. In some embodiments, the vaterite to calcite ratio is at least 9:1. In some embodiments, removing process water from the original composition produces a concentrated composition comprising at least 50% solids. In some embodiments, removing process water from the original composition produces a concentrated composition comprising at least 25% solids.
  • removing process water from the original composition produces a concentrated composition comprising at least 99% solids.
  • removing process water from the original composition comprises drying the composition at room temperature.
  • removing process water from the original composition comprises drying the composition at elevated temperature.
  • the elevated temperature is at least 30 °C and less than 250 °C.
  • the elevated temperature is at least 50 °C and less than 100 °C.
  • particles of the concentrated composition have a mean particle size of less than 250 microns.
  • particles of the concentrated composition have a mean particle size of less than 100 microns.
  • particles of the concentrated composition have a mean particle size of less than 50 microns.
  • the method further comprises adding mix water to the concentrated composition after removing process water.
  • mix water is added to produce a watencarbonates ratio of at least 0.25 and less than 0.60.
  • mix water is added to produce a waterxarbonates ratio of at least 0.25 and less than 0.50.
  • mix water is added to produce a waterxarbonates ratio of at least 0.25 and less than 0.40.
  • the method further comprises adding aggregate to the concentrated composition prior to producing the hardened composition.
  • the composition comprises at least 60% aggregate by weight, the remainder of the composition being the concentrated composition.
  • the composition comprises at least 70% aggregate by weight, the remainder of the composition being the concentrated composition.
  • the composition comprises at least 80% aggregate by weight, the remainder of the composition being the concentrated composition. In some embodiments, the composition comprises at least 90% aggregate by weight, the remainder of the composition being the concentrated composition. In some embodiments, the aggregate comprises fine aggregate, coarse aggregate, or a combination of fine and coarse aggregate. In some embodiments, the aggregate comprises fine aggregate. In some embodiments, the fine aggregate is sand. In some embodiments, the aggregate comprises coarse aggregate. In some embodiments, the coarse aggregate is rock. In some embodiments, the aggregate comprises a combination of fine aggregate and coarse aggregate. In some
  • the fine aggregate is sand and the coarse aggregate is rock.
  • the method further comprises heating the hardened composition, increasing the compressive strength of the hardened composition.
  • the hardened composition is heated to at least 80 °C.
  • the hardened composition has a compressive strength of at least 4000 psi at 7-days.
  • the hardened composition has a compressive strength of at least 5000 psi at 7-days.
  • the hardened composition has a porosity of at least 25% and less than 55%.
  • composition produced according to any one of the foregoing methods.
  • Fig. 1 illustrates a flow diagram for some embodiments provided herein.
  • Fig. 2 illustrates an embodiment of the electrochemical system provided herein.
  • FIG. 3 illustrates an embodiment of the electrochemical system provided herein.
  • Fig. 4 illustrates a Gibbs free energy diagram of the transition from vaterite to aragonite.
  • FIG. 5 illustrates a flow diagram for some embodiments provided herein.
  • Fig. 6 illustrates scanning electron microscopy (SEM) images of 100wt% calcium carbonate cement in a paste.
  • Fig. 7 illustrates SEM images of calcium carbonate cement binding with sand in a mortar.
  • cementitious compositions cement, mortar, concrete etc.
  • methods for making and using the same are provided. Aspects of the cementitious compositions include producing carbonate compositions from C0 2 , which compositions when combined with conventional and/or formed aggregate components form cementitious compositions. The compositions find use in a variety of applications, including use in a variety of building materials and building applications.
  • compositions A. Compositions
  • cementitious compositions including aggregates and a composition comprising calcium carbonate.
  • cementitious composition or “cement composition” as used herein includes cement, mortar, or concrete compositions that after combination with water set and harden into cement. Fine aggregates such as sand may be added to the cement to make mortar and coarse aggregates such as rocks (optionally including fine aggregates) may be added to the cement to make concrete.
  • composition containing calcium carbonate are used interchangeably herein and include the composition containing calcium carbonate where the calcium carbonate wholly or partially is in the form of vaterite.
  • Other polymorphic forms of calcium carbonate may also be present along wit vaterite and include, without limitation, aragonite, calcite, amorphous calcium carbonate or combination thereof.
  • composition comprising calcium carbonate is the binding medium in the
  • the composition comprising calcium carbonate comprises a metastable component vaterite.
  • the metastable polymorphic form vaterite imparts unexpected and surprising properties to the calcium carbonate composition.
  • the vaterite in the calcium carbonate composition upon contact with water transforms to aragonite which leads to the binding of the calcium carbonate composition with the aggregates.
  • the spherical morphology of the vaterite may also provide higher surface area thereby providing more nucleation sites for the interaction with the aggregate.
  • the binding of the calcium carbonate composition with aggregate leads to high compressive strengths resulting in a material suitable for building applications.
  • the cementitious composition formed from calcium carbonate composition of the invention have high porosity of more than 10% or between 10-90% after setting.
  • the vaterite in the calcium carbonate composition dissolves after combination with water and reprecipitates into aragonite instead of participating in the actual cementing reactions like traditional cements. Therefore, all the initial mix solution may remain in the system after the cementing reaction is completed and may leave porosity after drying.
  • vaterite has a lower specific gravity than aragonite and it is contemplated that the transformation from vaterite to aragonite may leave extra pore space in the matrix.
  • the porosity of the calcium carbonate cement may be controlled to be between 10%-90%. Porosity may be beneficial for lightweight, thermal insulating, and filtration applications. It is contemplated that conversion of spherical vaterite to needle shaped aragonite may lead to bigger pores in the cement which is not seen in conventional cements such as Ordinary Portland Cement (OPC).
  • OPC Ordinary Portland Cement
  • compositions comprising calcium carbonate may further include calcium bicarbonate forms and carbonate and bicarbonate forms with other cations, such as, but not limited to sodium, magnesium, etc.
  • the compositions comprising calcium carbonates may reduce carbon dioxide emissions as these are formed by sequestering carbon dioxide from a carbon dioxide source such as waste streams, such as, but not limited to, flue gases from power plants or carbon dioxide emitted by cement plants and the like.
  • the composition comprising calcium carbonates contains carbon derived from a fuel used by humans, e.g., carbon having a fossil fuel origin.
  • the compositions comprising calcium carbonates contain carbon that was released in the form of C0 2 from the combustion of fuel.
  • the carbon sequestered in the composition is in the form of a carbonate compound.
  • the sequestered carbon dioxide in the form of carbonate and/or bicarbonate is then treated with divalent cations, such as calcium optionally containing magnesium, to precipitate calcium carbonate optionally containing magnesium carbonate compound.
  • the compositions provided herein contain calcium carbonate compounds where at least part of or whole of the carbon in the calcium carbonate compounds is derived from a fuel used by humans, e.g., a fossil fuel.
  • compositions results in the placement of C0 2 into a storage stable form in the cementitious composition, for example, components of the built environment, which environment comprises man-made structures such as buildings, walls, roads, etc.
  • Production of the cementitious compositions thus results in the prevention of C0 2 gas from entering the atmosphere.
  • Such capture of the carbon dioxide from burning of fossil fuel results in specific 8 13 C value for the carbonate in the composition, described in detail herein.
  • the cementitious compositions provided herein are reduced-carbon footprint compositions.
  • Such reduced-carbon footprint may be achieved by forming cementitious compositions of the invention using carbon dioxide from flue gas, as well as by offsetting the carbon dioxide emission by replacing the carbon dioxide producing conventional cements, such as OPC.
  • a carbon reduction may result from combining both a cement credit from offsetting the use of ordinary Portland cement (i.e., the C0 2 avoided) and the quantity of sequestered carbon from fossil point sources.
  • Each ton of material comprising a C0 2 - sequestering component may result in a C0 2 reduction of up to 1 ton or more, such as 1.2 tons or more, including 1.6 tons or more, for example 2 tons or more of C0 2 .
  • the carbon isotopic fractionation (6 I C) value when compared to a standard value (PeeDee Belemnite, or PDB, standard), is termed the carbon isotopic fractionation (6 I C) value.
  • 6 I C values for coal are generally in the range -30 to -20 6o and 8 13 C values for methane may be as low as -2096o to -40 o or even -40 6o to -80 6o.
  • 6 13 C values for atmospheric C0 2 are - 10%o to -7%o, for limestone +396o to -3%o, and for marine bicarbonate, 0%o.
  • the precipitation material that forms the calcium carbonate composition of the invention which comprises one or more synthetic carbonates derived from industrial C0 2 , reflects the relative carbon isotope composition (5 I3 C) of the fossil fuel (e.g., coal, oil, natural gas, or flue gas) from which the industrial C0 2 (from combustion of the fossil fuel) was derived.
  • the relative carbon isotope composition (5 I3 C) value with units of %o (per mil) is a measure of the ratio of the concentration of two stable isotopes of carbon, namely 12 C and 13 C, relative to a standard of fossilized belemnite (the PDB standard).
  • 12 C is preferentially taken up by plants during photosynthesis and in other biological processes that use inorganic carbon because of its lower mass.
  • the lower mass of 12 C allows for kinetically limited reactions to proceed more efficiently than with ,3 C.
  • materials that are derived from plant material e.g., fossil fuels, have relative carbon isotope composition values that are less than those derived from inorganic sources.
  • the carbon dioxide in flue gas produced from burning fossil fuels reflects the relative carbon isotope composition values of the organic material that was fossilized. Table I lists relative carbon isotope composition value ranges for relevant carbon sources for comparison.
  • the 5 13 C value of the composition comprising carbonates may serve as a fingerprint for a C0 2 gas source.
  • the 6 13 C value may vary from source to source (i.e., fossil fuel source), but the 8 13 C value for composition provided herein may range between -996o to -35%o.
  • the 8 13 C value for the composition is between -9 o and -5096o, or between -1596o and -40%o, or between - 1 5%o and -35%o, or between - 15%o and -25%o.
  • the 5 ,3 C value for the composition is less than (i.e., more negative than) -9%o, - 10%o, - 1 1 %o, - 12%o, - 13%o, - 14%o, - 1 5%o, - 16%o, - 1 7%o, - 1 8%o, - 19%o, -2096o, -21 %o, -22%o, -23%o, -24%o, -2596o, -26%o, -2796o, -2896o, -29%o, -30%o, -3 1 %o, -32%o, -3396o, -34%o, -35%o, -3696o, - 37%o, -38%o, -39%o, -4096o, -41 %o, -42%o, -43%o, -4496o, or -4596o.
  • Any suitable method may be used for measuring the 6 13 C value, methods including, but not limited to, mass spectrometry or off-axis integrated-cavity output spectroscopy (off-axis ICOS).
  • mass spectrometry or off-axis integrated-cavity output spectroscopy (off-axis ICOS).
  • off-axis ICOS off-axis integrated-cavity output spectroscopy
  • off-axis ICOS off-axis integrated-cavity output spectroscopy
  • the composition contains carbonates, e.g., magnesium and/or calcium carbonates that are characterized by having a 8 13 C value less than - 1096o. In some embodiments, the composition contains carbonates, e.g., magnesium and/or calcium carbonates that are characterized by having a 6 13 C value less than - 1 596o, such as - 1696o, such as less than - 20%o, such as -21 6o, such as -22%o, such as -23%o, such as -24%o, such as less than -25%o.
  • the composition contains organic matter or fossil fuel burning originated carbonates, that are characterized by having a 5 ,3 C value less than -1 096o, such as less than - 1 596o, such as -1 6%o, such as less than -20%o, such as -21 %o, such as -22%o, such as -23%o, such as - 24 o, such as less than -25%o.
  • the composition contains organic matter or fossil fuel burning originated carbonates, e.g., calcium carbonates that are characterized by having a I3 C value less than -1096o.
  • the composition contains organic matter or fossil fuel burning originated carbon, e.g., calcium carbonates that are characterized by having a 8 13 C value less than -1 5%o or between -1 5%o to -4096o.
  • the composition comprising calcium carbonates may further include nitrogen oxide, sulfur oxide, mercury, metal, derivative of any of nitrogen oxide, sulfur oxide, mercury, and/or metal, or combination thereof.
  • the derivatives of nitrogen oxide and sulfur oxide include, but not limited to, nitrates, nitrites, sulfates, and sulfites, etc.
  • the mercury and/or the metal may be present in their derivatized form, such as, oxides and/or hydroxides, or the mercury and/or the metal may be encapsulated or present in the composition comprising carbonates in un-derivatized form.
  • the composition comprising calcium carbonates may further include one or more additional components including, but are not limited to, blast furnace slag, fly ash, diatomaceous earth, and other natural or artificial pozzolans, silica fumes, limestone, gypsum, hydrated lime, air entrainers, retarders, waterproofers and coloring agents.
  • additional components including, but are not limited to, blast furnace slag, fly ash, diatomaceous earth, and other natural or artificial pozzolans, silica fumes, limestone, gypsum, hydrated lime, air entrainers, retarders, waterproofers and coloring agents.
  • These components may be added to modify the properties of the cement, e.g., to provide desired strength attainment, to provide desired setting times, etc.
  • the amount of such components present in a given composition of the invention may vary, and in certain
  • these components range from 0.1 to 1 % w/w; or 0.1 to 10% w/w; or 1 to 50% w/w, or 10% w/w to 50% w/w, such as 2 to 10% w/w.
  • these components present in the composition comprising carbonates are in a non-leachable form such that when a leachate is formed from the composition, no more than 2mg/L of the component is leached from the composition.
  • the precursor form of vaterite may comprise nanoclusters of vaterite and the precursor form of aragonite may comprise sub-micron to nanoclusters of aragonite needles.
  • Aragonite if present in the composition, may be needle shaped, columnar, or crystals of the rhombic system.
  • Calcite if present, may be cubic, spindle, or crystals of hexagonal system.
  • An intermediary phase that is less stable than calcite may be a phase that is between vaterite and calcite, a phase between precursor of vaterite and calcite, a phase between aragonite and calcite, and/or a phase between precursor of aragonite and calcite.
  • Ratios of the calcium and magnesium compounds in precipitation material may be determined using X-ray diffraction (XRD), Raman spectroscopy, or a combination of both.
  • XRD X-ray diffraction
  • Raman spectroscopy Raman spectroscopy
  • the ratio of vaterite to calcite (v/c ratio) in precipitation material comprising both polymorphs may be determined by comparison of Raman peak intensities corresponding to vaterite and calcite, respectively. Such a ratio may be helpful in determining the cementing property of the precipitation material.
  • the compositions of the invention are non-medical or are not for medical procedures. In some embodiments, the compositions of the invention are synthetic compositions and are not naturally occurring. [0042] In some embodiments of the aspects and embodiments described herein, the compositions comprising calcium carbonates provided herein includes at least 10% w/w vaterite; or at least 20% w/w vaterite; or at least 30% w/w vaterite; or at least 40% w/w vaterite; or at least 50% w/w vaterite; or at least 60% w/w vaterite; or at least 70% w/w vaterite; or at least 80% w/w vaterite; or at least 90% w/w vaterite; or at least 95% w/w vaterite; or at least 99% w/w vaterite; or from 10% w/w to 99% w/w vaterite; or from 10% w/w to 95% w//
  • vaterite or 30% w/w vaterite; or 40% w/w vaterite; or 50% w/w vaterite; or 60% w/w vaterite; or 70% w/w vaterite; or 75% w/w vaterite; or 80% w/w vaterite; or 85% w/w vaterite; or 90% w/w vaterite; or 95% w/w vaterite; or 99% w/w vaterite.
  • compositions comprising calcium carbonates provided herein includes more than 40 wt% of vaterite, or more than 50 wt% of vaterite, or between 40-99 wt% vaterite or between 50-99 wt% vaterite or between 50-99.9 wt% vaterite.
  • the composition comprising calcium carbonate is a particulate composition with an average particle size of 0.1-100 microns.
  • the average particle size may be determined using any conventional particle size determination method, such as, but is not limited to, multi-detector laser scattering or sieving (i.e. ⁇ 38 microns).
  • unimodel or multimodal, e.g., bimodal or other, distributions are present. Bimodal distributions allow the surface area to be minimized, thus allowing a lower liquids/solids mass ratio for the cement yet providing smaller reactive particles for early reaction.
  • the average particle size of the larger size class can be upwards of 1000 microns (1 mm).
  • the composition comprising calcium carbonate is a particulate composition with an average particle size of 0.1 -1000 microns; or 0.1 -500 microns; or 0.1-200 microns; or 0.1 -100 microns; or 0.1 -80 microns; or 0.1 -50 microns; or 0.1 -40 microns; or 0.1 -30 microns; or 0.1 -20 microns; or 0.1-10 microns; or 0.1-5 microns; or 0.5-100 microns; or 0.5-70 microns; or 0.5-50 microns; or 0.5-10 microns; or 0.5-5 microns; or 1 -100 microns; or 1-70 microns; or 1-50 microns; or 1-10 microns; or 1 -5 microns; or 3-100 microns; or 3-50 microns; or 3-10 microns; or 3-8 microns; or 5-100 microns; or 5-50 microns; or 5-10 microns; or
  • the composition comprising calcium carbonate is a particulate composition with an average particle size of 0.1 -30 micron; 0.1 -20 micron; or 0.1-15 micron; or 0.1 -10 micron; or 0.1-8 micron; or 0.1 -5 micron; or 1-5 micron; or 5-10 micron.
  • the composition comprising calcium carbonate may be derived from, e.g., precipitated from, absorbing solution and/or water.
  • the C0 2 sequestering products may include one or more additives that are present in the water from which they are derived.
  • the composition may include one or more compounds found in the salt water source. These compounds may be used to identify the solid precipitations of the compositions that come from the salt water source, where these identifying components and the amounts thereof are collectively referred to herein as a saltwater source identifier.
  • the "marker” compound is strontium, which may be present in the precipitated incorporated into the aragonite lattice, and make up 10,000 ppm or less, ranging in certain embodiments from 3 to 10,000 ppm, such as from 5 to 5000 ppm, including 5 to 1000 ppm, e.g., 5 to 500 ppm, including 5 to 100 ppm.
  • Another "marker” compound of interest is magnesium, which may be present in amounts of up to 20% mole substitution for calcium in carbonate compounds.
  • the saltwater source identifier of the compositions may vary depending on the particular saltwater source employed to produce the saltwater-derived carbonate composition. Also of interest are isotopic markers that identify the water source.
  • the surface area of the components making up the composition of the invention may vary.
  • Given cement may have an average surface area sufficient to provide for a liquid/solid ratio upon combination with a liquid to produce a settable composition ranging from 0.5 m /gm to 50 m 2 /gm, 0.75 to 20 m 2 /gm, or 0.80 to 10 m 2 /gm.
  • the surface area of the cementitious composition and/or the composition comprising calcium carbonate ranges from 10 to 25 m 2 /gm, 10 to 20 mVgm, or 10 to 15 m 2 /gm, or 15 to 25 m 2 /gm, as determined using the surface area determination protocol described in Breunner, Emmit, and Teller (1953).
  • the surface area of the carbonate compositions is greater than the surface area of ground calcite due to the spherical morphology of vaterite.
  • the larger surface area of the vaterite may provide larger number of nucleation sites for binding thereby resulting in high compressive strengths.
  • a cementitious composition comprising between 10-55 wt% of a composition comprising calcium carbonate, wherein between 50- 100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 13 C value of between - 12 to -30 6o; and the cementitious composition comprises between 45-90 wt% of aggregate.
  • the cementitious composition after combination with water sets and hardens into cement where the calcium carbonate binds to the aggregate and the cement has a compressive strength of at least 2000 psi or between 2000-6000 psi.
  • the cementitious composition after setting and hardening into cement has a porosity of at least 10 vol% or between 10-90 vol%.
  • a cementitious composition comprising between 10-55 wt% of a composition comprising calcium carbonate, wherein between 50- 100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 13 C value of between -12 to -30 6o; and the cementitious composition comprises between 45-90 wt% of aggregate, where the cementitious composition after combination with water sets and hardens into cement where the calcium carbonate binds to the aggregate and the cement has a compressive strength of at least 2000 psi or between 2000-6000 psi, and further wherein the cement has a porosity of at least 10 vol% or between 10-90 vol%.
  • the aggregate component in the cementitious compositions includes fine and/or coarse aggregates, which aggregates may be CCH-sequestering aggregate prepared from precipitation material as described in U.S. Patent Application No. 12/475,378, filed 29 May 2009, which application is incorporated herein by reference in its entirety.
  • the "aggregate” is used herein in its art-accepted manner to include a particulate composition that finds use in concretes, mortars and other materials, e.g., roadbeds, asphalts, and other structures and is suitable for use in such structures.
  • Aggregates are particulate compositions that may in some embodiments he classified as fine or coarse.
  • the fine aggregates are particulate compositions that almost entirely pass through a Number 4 sieve (ASTM C 125 and ASTM C 33). In some embodiments, the fine aggregates have an average particle size ranging from 0.001 inch (in) to 0.25 in, such as 0.05 in to 0.125 in and including 0.01 in to 0.08 in. In some embodiments, the coarse aggregates are compositions that are predominantly retained on a Number 4 sieve (ASTM C 125 and ASTM C 33). In some embodiments, the coarse aggregate have an average particle size ranging from 0.125 in to 6 in, such as 0.187 in to 3.0 in and including 0.25 in to 1.0 in.
  • the aggregates may include one or more of hardness, abrasion resistance, density, porosity, chemical composition, mineral composition, isotopic composition, size, shape, acid resistance, alkaline resistance, leachable chloride content, reactivity (or lack thereof), or combination thereof.
  • the aggregates have a density that may vary so long as the aggregate provides the desired properties for the use for which it will be employed, e.g., for the building material in which it is employed.
  • the density of the aggregate particles ranges from 1.1 to 5 gm/cc, such as 1.3 gm/cc to 3.15 gm/cc, and including 1.8 gm/cc to 2.7 gm/cc.
  • particle densities e.g., for lightweight aggregates, may range from 1.1 to 2.2 gm/cc, e.g, 1.2 to 2.0 g cc or 1.4 to 1.8 g/cc.
  • the aggregates range in bulk density (unit weight) from 50 lb/ft 3 to 200 lb/ft 3 , or 75 lb/ft 3 to 175 lb/ft 3 , or 50 lb/ft 3 to 100 lb/ft 3 , or 75 lb/ft 3 to 125 lb/ft 3 , or 90 lb/ft 3 to 1 15 lb/ft 3 , or 100 lb/ft 3 to 200 lb/ft 3 , or 125 lb/ft 3 to 175 lb/ft 3 , or 140 lb/ft 3 to 160 lb/ft 3 , or 50 lb/ft 3 to 200 lb/ft
  • Some embodiments of the invention include lightweight aggregate, e.g., aggregate that has a bulk density (unit weight) of 75 lb/ft 3 to 125 lb/ft 3 . Some embodiments of the invention include lightweight aggregate, e.g., aggregate that has a bulk density (unit weight) of 90 lb/ft 3 to 1 15 lb/ft 3 .
  • the hardness of the aggregate particles making up the aggregate in the compositions and methods provided herein may also vary, and in some embodiments the hardness, expressed on the Mohs scale, ranges from 1.0 to 9, such as 1 to 7, including 1 to 6 or 1 to 5. In some embodiments, the Mohr's hardness of aggregates of the invention ranges from 2-5, or 2-4. In some embodiments, the Mohs hardness ranges from 2-6.
  • hardness scales may also be used to characterize the aggregate, such as the Rockwell, Vickers, or Brinell scales, and equivalent values to those of the Mohs scale may be used to characterize the aggregates; e.g., a Vickers hardness rating of 250 corresponds to a Mohs rating of 3; conversions between the scales are known in the art.
  • the abrasion resistance of an aggregate may also be of significance, e.g., for use in a roadway surface, where aggregates of high abrasion resistance are useful to keep surfaces from polishing. Abrasion resistance may be related to hardness but may not be the same.
  • Aggregates include aggregates that have an abrasion resistance similar to that of natural limestone, or aggregates that have an abrasion resistance superior to natural limestone, as well as aggregates having an abrasion resistance lower than natural limestone, as measured by art accepted methods, such as ASTM CI 31-03.
  • aggregates have an abrasion resistance of less than 50%, or less than 40%, or less than 35%, or less than 30%, or less than 25%, or less than 20%, or less than 15%, or less than 10%, when measured by ASTM C131 -03.
  • Aggregates may also have a porosity within a particular ranges.
  • a highly porous aggregate is desired, in others an aggregate of moderate porosity is desired, while in other cases aggregates of low porosity, or no porosity, are desired.
  • Porosities of aggregates as measured by water uptake after oven drying followed by full immersion for 60 minutes, expressed as % dry weight, can be in the range of 1-40%, such as 2-20%, or 2-15%, including 2- 10% or even 3-9%.
  • the chemical, mineral, and/or isotopic composition of aggregates may vary depending on methods of manufacturing, raw materials, and the like.
  • the aggregate may be synthesized from the calcium carbonate compositions, as described in the methods section.
  • the aggregate thus formed from the cemented calcium carbonate compositions would have all the properties of the calcium carbonate composition such as 5 13 C value, aragonite content, C0 2 sequestration, etc.
  • the cementitious compositions may further include one or more conventional SCMs (e.g., fly ash, slag, etc.).
  • the cementitious compositions include the presence of a C0 2 - sequestering component (i.e. calcium carbonate composition or a component comprising precipitation material, or a component prepared from precipitation material), and an aggregate, fine and/or coarse.
  • precipitation material or calcium carbonate composition When precipitation material or calcium carbonate composition is used to the exclusion of any additional cement components, it may be referred to as cement substitute (CS).
  • cement substitute such precipitation material or calcium carbonate composition or cement substitute comprises calcium carbonate polymorph vaterite and optionally other polymorphs such as, amorphous calcium carbonate, aragonite, and/or calcite.
  • Such calcium carbonate composition is used in conjunction with fine and/or coarse aggregate, and further optionally in conjunction with supplementary cementitious material (SCM) such fly ash, slag, and/or metakaolin as described in more detail herein.
  • SCM supplementary cementitious material
  • Table II below gives few examples of various combinations of components that may be used in cementitious compositions where the cement component is calcium carbonate composition to the exclusion of any additional cement component.
  • the fine aggregate described in the Table II may be conventional fine aggregate such as sand or C0 2 -sequestering fine aggregate made from the calcium carbonate composition, as described herein and in U.S. Patent Application No. 12/475,378, filed 29 May 2009, which application is incorporated herein by reference in its entirety.
  • the coarse aggregate described in the Table II may be conventional coarse aggregate such as gravel, crushed stone, slag, recycled concrete, geosynthetic aggregate, glass, or coarse C0 2 -sequestering aggregate made from the calcium carbonate composition as described herein and in U.S. Patent Application No.
  • the cements may further include one or more SCMs, such as, but not limited to, fly ash, slag, metakaolin, and the like.
  • the cements may be blends, in that they include not only calcium carbonate composition described herein, but also one or more additional components that may be added to modify the properties of the cement (e.g., to provide desired strength attainment, to provide desired setting times, etc.).
  • Components of interest that may be present in blended cements include, but are not limited to: blast furnace slag, fly ash,
  • diatomaceous earth natural or artificial pozzolans, silica fumes, limestone, gypsum, hydrated lime, etc.
  • the amount of such components present in a given concrete composition may vary, and in certain embodiments the amounts of these components range from 1 % to 50% w/w, such as 2% to 25% w/w, including 10% to 20% w/w.
  • the calcium carbonate composition acts much like a conventional cement.
  • the calcium carbonate composition when prepared (e.g., mix water added, cast, etc.) and allowed to harden in accordance with standard procedures known in the art for pastes, achieves high compressive strengths as described below in reference to the compressive strengths of the compositions of Table II.
  • Mortars comprising fine aggregate such as sand, which may be prepared (e.g., mixed, mix water added, cast, etc.) and allowed to harden in accordance with standard procedures known in the art (e.g., ASTM 109), achieves high compressive strengths as described below in reference to the compressive strengths of the compositions of Table ⁇ .
  • Such mortars also behave like cement, binding the fine aggregate (e.g., sand) as shown in Fig. 7.
  • the mortars which may be considered binary mixtures of the calcium carbonate composition and fine aggregate (e.g., sand), may comprise at least 5%, at least 10%, at least 20%, at least 30%, at least 40%, at least 50%, at least 60%, at least 65%, at least 70%, at least 75%, at least 80%, at least 85%, at least 90%, or at least 95% by weight or between 45-95%, or between 45-90%; or between 45-80%, or between 45-75%, or between 45-70%, or between 45-60%, or between 45-55%, or between 45-50%, or between 50-95%, or between 50-90%; or between 50- 80%, or between 50-75%, or between 50-70%, or between 50-60%, or between 65-95%, or between 65-90%; or between 65-80%, or between 65-75%, or between 75-95%, or between 75- 90%; or between 75-80%, or between 80-95%, or between 80-90%; or between 85-95%, or between 85-90%, by weight of the
  • a cementitious composition comprising between 10-55 wt%, or between 10-50 wt%, or between 10-40 wt%, or between 10-30 wt%, or between 10-20 wt%, or between 20-55 wt%, or between 20-50 wt%, or between 20-40 wt%, or between 20-30 wt%, or between 30-55 wt%, or between 30-50 wt%, or between 30-40 wt%, or between 40-55 wt%, or between 40-50 wt%, or between 50-55 wt%, of a composition comprising calcium carbonate, wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 13 C value of between -12 to -30%o; and between 45-95%, or between 45-90%; or between 45-80%, or between 45-75%, or between 45-70%, or between 45-60%,
  • the mortars which may be considered binary mixtures of precipitation material or the calcium carbonate composition and fine aggregate (e.g., sand), may comprise at least 1% and less than 95% fine aggregate by weight, at least 25% and less than 95% fine aggregate by weight, at least 50% and less than 95% fine aggregate by weight, at least 50% and less than 90% fine aggregate by weight, at least 50% and less than 85% fine aggregate by weight, at least 55% and less than 85% fine aggregate by weight.
  • fine aggregate e.g., sand
  • a cementitious composition comprising between 10-55 wt%, or between 10r50 wt%, or between 10-40 wt%, or between 10- 30 wt%, or between 10-20 wt%, or between 20-55 wt%, or between 20-50 wr%, or between 20- 40 wt%, or between 20-30 wt%, or between 30-55 wt%, or between 30-50 wt%, or between 30- 40 wt%, or between 40-55 wt%, or between 40-50 wt%, or between 50-55 wt%, of a composition comprising calcium carbonate, wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 13 C value of between -12 to -30%o; and the cementitious composition comprises between 45-90%, or between 45-80%, or between 45-75%, or
  • a cementitious composition comprising between 10-55 wt%, or between 10-50 wt%, or between 10-40 wt%, or between 10-30 wt%, or between 10-20 wt%, or between 20-55 wt%, or between 20-50 wt%, or between 20-40 wt%, or between 20-30 wt%, or between 30-55 wt%, or between 30-50 wt%, or between 30-40 wt%, or between 40-55 wt%, or between 40-50 wt%, or between 50-55 wt%, of a composition comprising calcium carbonate, wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 13 C value of between -12 to - 30%o; and the cementitious composition comprises between 45-90%, or between 45-80%, or between 45-75%, or between 45-70%,
  • the cement has a compressive strength of at least 2000 psi, or at least 3000 psi, or at least 4000 psi, or at least 5000 psi, or at least 6000 psi, or between 2000-6000 psi, or between 2000-5000 psi, or between 2000-4000 psi, or between 2000-3000 psi, or between 3000-6000 psi, or between 3000-5000 psi, or between 3000-4000 psi, or between 4000-6000 psi, or between 4000-5000 psi, or between 5000-6000 psi; and the cement has porosity in the range of between 10-90 vol%, or between 10-75 vol%, or between 10-55 vol%, or
  • a mortar comprises at least 65% and less than 95% fine aggregate (e.g., sand) by weight, between 5-45% by weight of composition comprising calcium carbonate wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 I3 C value of between -12 to -30%o, where the mortar after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the fine aggregate.
  • fine aggregate e.g., sand
  • a mortar comprises at least 85% and less than 95% fine aggregate (e.g., sand) by weight, between 5-15% by weight of composition comprising calcium carbonate wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 13 C value of between -12 to -30 6o, where the mortar after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the fine aggregate.
  • fine aggregate e.g., sand
  • a mortar comprises at least 75% and less than 85% fine aggregate (e.g., sand) by weight, between 15-25% by weight of composition comprising calcium carbonate wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 13 C value of between -12 to -30%o, where the mortar after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the fine aggregate.
  • fine aggregate e.g., sand
  • a mortar comprises at least 70% and less than 80% fine aggregate (e.g., sand) by weight, between 20-30% by weight of composition comprising calcium carbonate wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 ,3 C value of between -12 to -30%o, where the mortar after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the fine aggregate.
  • fine aggregate e.g., sand
  • a mortar comprises at least 65% and less than 75% fine aggregate (e.g., sand) by weight, between 25-35% by weight of composition comprising calcium carbonate wherein between 50-100 wt% of the calcium carbonate is in' a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 13 C value of between -12 to -30%o, where the mortar after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the fine aggregate.
  • fine aggregate e.g., sand
  • the foregoing embodiments optionally have a porosity of between 10-90vol%, or between 10-60vol%, or between 10-40vol%, or between 25-90vol%, or between 25-60vol%, or between 30-90vol%.
  • the compressive strength is after 1 day, 7 days or 28 days.
  • the foregoing paste and mortar compositions may further comprise one more admixtures or additives (e.g., GLENIUM® 7500) which provides the paste and mortar performance for pastes and mortars.
  • GLENIUM® 7500 e.g., GLENIUM® 7500
  • Coarse aggregate may be used in place of a portion of fine aggregate in the foregoing mortars to produce concrete compositions.
  • the concretes which may be considered binary mixtures of the calcium carbonate composition and coarse aggregate (e.g., rock), may comprise at least 5%, at least 10%, at least 20%, at least 30%, at least 40%, at least 50%, at least 60%, at least 65%, at least 70%, at least 75%, at least 80%, at least.85%, at least 90%, or at least 95% by weight or between 45-95%, or between 45-90%; or between 45-80%, or between 45-75%, or between 45-70%, or between 45-60%, or between 45-55%, or between 45-50%, or between 50- 95%, or between 50-90%; or between 50-80%, or between 50 ⁇ 75%, or between 50-70%, or between 50-60%, or between 65-95%, or between 65-90%; or between 65-80%, or between 65- 75%, or between 75-95%, or between 75-90%; or between 75
  • a cementitious composition comprising between 10-55 wt%, or between 10-50 wt%, or between 10-40 wt%, or between 10-30 wt%, or between 10-20 wt%, or between 20-55 wt%, or between 20-50 wt%, or between 20-40 wt%, or between 20-30 wt%, or between 30-55 wt%, or between 30-50 wt%, or between 30-40 wt%, or between 40-55 wt%, or between 40-50 wt%, or between 50-55 wt%, of a composition comprising calcium carbonate, wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 8 13 C value of between -12 to -30 6o; and between 45-95%, or between 45-90%; or between 45-80%, or between 45-75%, or between 45-70%, or between 45-60%,
  • a cementitious composition comprising between 10-55 wt%, or between 10-50 wt%, or between 10-40 wt%, or between 10- 30 wt%, or between 10-20 wr%, or between 20-55 wt%, or between 20-50 wt%, or between 20- 40 wt%, or between 20-30 wt%, or between 30-55 wt%, or between 30-50 wt%, or between 30- 40 wt%, or between 40-55 wt%, or between 40-50 wt%, or between 50-55 wt%, of a composition comprising calcium carbonate, wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 6 13 C value of between -12 to -30%o; and the cementitious composition comprises between 45-90%, or between 45-80%, or between 45-75%, or between
  • a cementitious composition comprising between 10-55 wr%, or between 10-50 wt%, or between 10-40 wt%, or between 10-30 wt%, or between 10-20 wt%, or between 20-55 wt%, or between 20-50 wt%, or between 20-40 wt%, or between 20-30 wt%, or between 30-55 wt%, or between 30-50 wt%, or between 30-40 wt%, or between 40-55 wt%, or between 40-50 wt%, or between 50-55 wt%, of a composition comprising calcium carbonate, wherein between 50-100 wr% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 13 C value of between -12 to - 30 6o; and the cementitious composition comprises between 45-90%, or between 45-80%, or between 45-75%, or between 45-70%
  • the concrete comprises at least 65% and less than 95% coarse aggregate by weight, between 5-45% by weight of composition comprising calcium carbonate wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 8 13 C value of between - 12 to -30 6o, where the concrete after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the coarse aggregate.
  • a concrete comprises at least 85% and less than 95% coarse aggregate by weight, between.5-15% by weight of composition comprising calcium carbonate wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 8 13 C value of between -12 to -30 6o, where the concrete after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the coarse aggregate.
  • a concrete comprises at least 75% and less than 85% coarse aggregate by weight, between 15-25% by weight of composition comprising calcium carbonate wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the. calcium carbonate has a 5 13 C value of between - 12 to -30 o, where the concrete after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the coarse aggregate.
  • a concrete comprises at least 70% and less than 80% coarse aggregate by weight, between 20-30% by weight of composition comprising calcium carbonate wherein between 50- 100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 8 , 3 C value of between - 12 to -30 6o, where the concrete after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the coarse aggregate.
  • a concrete comprises at least 65% and less than 75% coarse aggregate by weight, between 25-35% by weight of composition comprising calciiim carbonate wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 8 13 C value of between -12 to -30%o, where the concrete after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the coarse aggregate.
  • the foregoing embodiments optionally have a porosity of between 10-90vol%, or between 10-60vol%, or between 10-40vol%, or between 25-90vol%, or between 25-60vol%, or between 30-90vol%.
  • the compressive strength is after 1 day, 7 days or 28 days.
  • the concrete compositions which may be considered ternary mixtures of calcium carbonate compositions, fine aggregate (e.g., sand), and coarse aggregate (e.g., rock) may comprise at least 5%, at least 10%, at least 20%, at least 30%, at least 40%, at least 50%, at least 60%, at least 65%, at least 70%, at least 75%, at least 80%, at least 85%, at least 90%, or at least 95% by weight or between 45-95%, or between 45-90%; or between 45-80%, or between 45-75%>, or between 45-70%, or between 45-60%», or between 45-55%, or between 45-50%, or between 50-95%, or between 50-90%; or between 50-80%, or between 50-75%, or between 50- 70%, or between 50-60%, or between 65-95%, or between 65-90%; or between 65-80%
  • a cementitious composition comprising between 10-55 wt%, or between 10-50 wt%, or between 10-40 wt%, or between 10-30 wt%, or between 10-20 wt%, or between 20-55 wt%, or between 20-50 wt%, or between 20-40 wr%, or between 20-30 wt%, or between 30-55 wt%, or between 30-50 wt%, or between 30-40 wt%, or between 40-55 wt%, or between 40-50 wt%, or between 50-55 wt%, of a composition comprising calcium carbonate, wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 8 13 C value of between -12 to -30 6o; and between 45-95%, or between 45-90%; or between 45-80%, or between 4
  • a cementitious composition comprising between 10-55 wt%, or between 10-50 wt%, or between 10-40 wt%, or between 10- 30 wt%, or between 10-20 wt%, or between 20-55 wt%, or between 20-50 wt%, or between 20- 40 wt%, or between 20-30 wt%, or between 30-55 wt%, or between 30-50 wt%, or between 30- 40 wt%, or between 40-55 wt%, or between 40-50 wt%, or between 50-55 wt%, of a composition comprising calcium carbonate, wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 8 I 3 C value of between -12 to -3096o; and the cementitious composition comprises between 45-90%, or between 45-80%, or between 45-75%, or
  • cementitious composition after combination with water sets and hardens into cement where the calcium carbonate binds to the aggregate and the cement has a compressive strength of at least 2000 psi, or at least 3000 psi, or at least 4000 psi, or at least 5000 psi, or at least 6000 psi, or between 2000-6000 psi, or between 2000-5000 psi, or between 2000-4000 psi, or between 2000-3000 psi, or between 3000-6000 psi, or between 3000-5000 psi, or between 3000-4000 psi, or between 4000-6000 psi, or between 4000-5000 psi, or between 5000-6000 psi.
  • a cementitious composition comprising between 10-55 wt%, or between 10-50 wt%, or between 10-40 wt%, or between 10-30 wt%, or between 10-20 wt%, or between 20-55 wt%, or between 20-50 wt%, or between 20-40 wt%, or between 20-30 wt%, or between 30-55 wt%, or between 30-50 wt%, or between 30-40 wt%, or between 40-55 wt%, or between 40-50 wt%, or between 50-55 wt%, of a composition comprising calcium carbonate, wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 8 13 C value of between -12 to - 30%o; and the cementitious composition comprises between 45-90%, or between 45-80%, or between 45-75%, or between 45-70%,
  • the cement has a compressive strength of at least 2000 psi, or at least 3000 psi, or at least 4000 psi, or at least 5000 psi, or at least 6000 psi, or between 2000-6000 psi, or between 2000-5000 psi, or between 2000-4000 psi, or between 2000-3000 psi, or between 3000-6000 psi, or between 3000-5000 psi, or between 3000-4000 psi, or between 4000-6000 psi, or between 4000-5000 psi, or between 5000-6000 psi; and the cement has porosity in the range of between 10-90 vol%, or between 10-75 vol%, or between 10-55 vol%, or between 10-45 vol%, or between 10-35 vol%, or between 10-25 vol%.
  • compositions containing both the fine and coarse aggregate can have the fine and the coarse aggregate in any ratio, such as, fine aggregate: coarse aggregate in the range of 4: 1 to 1 :4, or 3: 1 to 1 :3, or 2: 1 to 1 :2, or 1 : 1.
  • the concrete comprises at least 65% and less than 95% aggregate (i.e. both fine and coarse aggregate) by weight, between 5-45% by weight of composition comprising calcium carbonate wherein between 50- 100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 13 C value of between -12 to -30%o, where the concrete after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the aggregate.
  • a concrete comprises at least 85% and less than 95% aggregate (i.e. both fine and coarse aggregate) by weight, between 5-15% by weight of composition comprising calcium carbonate wherein between 50- 100 wt% of the calcium carbonate is in a . metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 6 I3 C value of between -12 to -30%o, where the concrete after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the aggregate.
  • a concrete comprises at least 75% and less than 85% aggregate (i.e.
  • composition comprising calcium carbonate wherein between 50-100 wt%.of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 8 13 C value of between -12 to -30%o, where the concrete after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the aggregate.
  • a concrete comprises at least 70% and less than 80% aggregate (i.e. both fine and coarse aggregate) by weight, between 20-30% by weight of composition comprising calcium carbonate wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 6 13 C value of between -12 to -30%o, where the concrete after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the aggregate.
  • a concrete comprises at least 65% and less than 75% aggregate (i.e. both fine and coarse aggregate) by weight, between 25-35% by weight of composition comprising calcium carbonate wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 8 13 C value of between -12 to -30 6o, where the concrete after combination with water, sets and hardens into cement that has a compressive strength of at least 3000 psi and less than 8000 psi and where the calcium carbonate binds with the aggregate.
  • the foregoing embodiments optionally have a porosity of between 10-90vol%, or between 10-80vol%, or between 10-70vol%, or between 10-60vol%, or between 10-50vol%, or between 10-40vol%, or between 10-30vol%, or between 20-90vol%, or between 20-70vol%, or between 25-90vol%, or between 25-60vol%, or between 30-60vol%, or between 50-90vol%, or between 50-60vol%, or between 40-90vol%, or between 70-90vol%.
  • the compressive strength is after 1 day, 7 days or 28 days.
  • the foregoing concrete compositions may further comprise one more admixtures or additives (e.g., GLENIUM® 7500) as described herein, which may add to the concrete performance for concrete.
  • GLENIUM® 7500 e.g., GLENIUM® 7500
  • cementitious compositions of the invention behave in a fashion similar to conventional OPC-concrete compositions enabling the cementitious compositions to be used in similar places and for similar functions.
  • the cementitious compositions may be placed into parking areas (e.g. a 5,000 square foot parking lot).
  • the cementitious compositions due to the higher albedo of such compositions, reduce carbon emissions via reduced lighting demands. This reduction of carbon emissions may occur over the lifetime of the cementitious compositions.
  • albedo and luminance measurements of parking areas comprising the cementitious compositions compared to asphalt parking areas may be used to determine the difference in lighting needed and, thus, the level of carbon reduction that may be possible due to the use of higher albedo cementitious compositions.
  • Albedo tests of such compositions demonstrate urban heat island reduction abilities, e.g., by 2-fold or more, 5-fold or more, 10-fold or more, 20-fold or more.
  • the carbon footprint of the cementitious compositions may be determined by multiplying the pounds per cubic yard of each constituent by its per pound carbon footprint, summing these values, and adding 10.560 kg yd 3 (the carbon footprint of transporting one yard of concrete 20 miles on average).
  • each pound of Portland cement has a production carbon footprint of 0.86 pounds.
  • the transportation footprint for each pound of Portland cement is 0.016 pounds, for a total carbon footprint of 0.876 pounds C0 2 per pound of OPC.
  • conventional aggregate may be assumed to have a carbon footprint of 0.043 lbs C0 2 /lb aggregate, while carbon footprint of conventional supplementary cementitious materials (SCMs), e.g., fly ash, slag, etc., may be assumed to be 0.045 lbs C0 2 /lb conventional SCM.
  • SCMs supplementary cementitious materials
  • the magnitude of the carbon footprint reduction of the reduced-carbon footprint concrete compositions may be equal to or more than 25 lbs C0 2 /yd 3 concrete, 50 lbs C0 2 /yd 3 concrete, 100 lbs C0 2 /yd 3 concrete, more than 200 lbs C0 2 /yd 3 concrete, more than 300 lbs C0 2 /yd 3 concrete, more than 400 lbs C0 2 /yd 3 concrete, or more than 500 lbs C0 2 /yd 3 concrete.
  • a reduced-carbon footprint concrete composition comprising OPC, 20% calcium carbonate composition, and 20% fly ash may exhibit a carbon footprint reduction of about 250 lbs C0 /yd 3 concrete, such as a reduction of 244 lbs C0 2 /yd 3 concrete.
  • Such a reduced-carbon footprint concrete composition exhibits nearly half the carbon footprint of a conventional concrete composition.
  • These reductions in carbon footprint may be achieved with concrete mixes that include less than 50% by weight conventional SCMs, such as less than 40% by weight conventional SCMs, including less than 30% by weight conventional SCMs, for example, less than 20% conventional SCMs.
  • compositions described in this section, or elsewhere in this application may be used to prepare formed building materials as described in U.S. Provisional Patent Application No. 61/475,204, filed 13 April 201 1.
  • Binary mixtures comprising the calcium carbonate composition and the aggregate may have up to 60% SCM by weight, ternary mixtures comprising at least two SCMs, quaternary mixtures comprising as least three SCMs, etc. may also have up to 60% SCM by weight, the remainder of material being the calcium carbonate composition and the aggregate.
  • Ternary mixtures may be described with respect to the cement component comprising the calcium carbonate composition and the aggregate in combination with a bulk SCM, which bulk SCM includes, for example, one of fly ash, slag, or metakaolin in excess of any other SCM.
  • the bulk SCM e.g., fly ash, slag, or metakaolin
  • the bulk SCM may be up to 60% by weight of the combined cement component and the bulk SCM.
  • the cementitious compositions may be employed with one or more admixtures.
  • Admixtures are compositions added to concrete compositions to provide fresh concrete or set concrete with desirable characteristics that may not obtainable with basic concrete mixtures (e.g., cement, fine and/or coarse aggregate, water), or to modify properties of fresh concrete to make it more readily useable.
  • an admixture may be any material or composition, other than the hydraulic cement, aggregate and water, that is used as a component of the concrete or mortar to enhance some characteristic, or lower the cost, thereof.
  • the amount of admixture that is employed may vary depending on the nature of the admixture.
  • the amounts of these admixture components which include synthetic admixtures range from 1 % to 50% w/w, such as 5% to 25% w/w, including 10% to 20% w/w, for example, 2% to 10% w/w.
  • Some reasons for using admixtures may be (1 ) to achieve certain structural improvements in the resulting cured concrete; (2) to improve the quality of concrete through the successive stages of mixing, transporting, placing, and curing during adverse weather or traffic conditions; (3) to overcome certain emergencies during concreting operations; and/or (4) to reduce the cost of concrete construction.
  • the desired concrete performance characteristics can be achieved by the use of an admixture.
  • using an admixture allows for the use of less expensive construction methods or designs, the savings from which can more than offset the cost of the admixture.
  • Admixtures of interest include finely divided mineral admixtures.
  • Finely divided mineral admixtures are materials in powder or pulverized form added to concrete before or during the mixing process to improve or change some of the plastic or hardened properties of the cement.
  • the finely divided mineral admixtures can be classified according to their chemical or physical properties as: cementitious materials; pozzolans; pozzolanic and cementitious materials; and nominally inert materials.
  • a pozzolan is a siliceous or aluminosiliceous material that possesses little or no cementitious value but will, in the presence of water and in finely divided form, chemically react with the calcium hydroxide released by the hydration of Portland cement to form materials with cementitious properties.
  • Pozzolans can also be used to reduce the rate at which water under pressure is transferred through concrete.
  • Diatomaceous earth, opaline cherts, clays, shales, fly ash, silica fume, volcanic tuffs, and pumicites are some of the known pozzolans.
  • Certain ground granulated blast-furnace slags and high calcium fly ashes possess both pozzolanic and cementitious properties.
  • Nominally inert materials can also include finely divided raw quartz, dolomites, limestone, marble, granite, and others.
  • Fly ash as well as material comprising metal silicates (e.g., wollastonite, mafic minerals such as olivine and serpentine), may be used to produce pozzolanic material (i.e., a synthetic admixture), which may be used in the cementitious compositions.
  • pozzolanic materials are described in U.S. Patent Application 12/486,692, filed 17 June 2009 and U.S. Patent Application No. 12/501,217, filed 10 July 2009, each of which is incorporated herein by reference.
  • silica-based material which, if present during precipitation of carbonate compositions, may be encapsulated by calcium carbonate, magnesium carbonate, or a combination thereof.
  • silica-based material acts as a nucleation site for precipitation of calcium carbonate, magnesium carbonate, or a mixture thereof.
  • Pozzolanic material prepared in this way may be passivated, which reduces the reactivity of the pozzolanic material, which may be desired in certain embodiments.
  • Fly ash such as that described in U.S. Patent Application 12/486,692, filed 17 June 2009, which is incorporated herein by reference, may be used as above, or it may be used as an additive to cementitious compositions containing precipitation material described herein.
  • Quaternary mixtures e.g., precipitation material, fly ash, and slag; precipitation material, fly ash, and metakaolin; or precipitation material, slag, and metakaolin
  • quinary mixtures e.g., precipitation material, fly ash, slag, and metakaolin
  • Plasticizers may be added to a concrete to provide it with improved workability for ease of placement with reduced consolidating effort and in reinforced concretes required to flow uniformly without leaving void space under reinforcing bars.
  • accelerators also of interest as admixtures are accelerators, retarders, air- entrainers, foaming agents, water reducers, corrosion inhibitors, and pigments. Accelerators are used to increase the cure rate (hydration) of the concrete formulation and are of particular importance in applications where it is desirable for the concrete to harden quickly and in low temperature applications. Retarders act to slow the rate of hydration and increase the time available to pour the concrete and to form it into a desired shape.
  • Air-entrainers are used to distribute tiny air bubbles throughout the concrete. Air-entrainers are of particular value for utilization in regions that experience cold weather because the tiny entrained air bubbles help to allow for some contraction and expansion to protect the concrete from freeze-thaw damage. Pigments can also be added to concrete to provide it with desired color characteristics for aesthetic purposes.
  • admixtures of interest include, but are not limited to: set accelerators, set retarders, air-entraining agents, defoamers, alkali-reactivity reducers, bonding admixtures, dispersants, coloring admixtures, corrosion inhibitors, damp proofing admixtures, gas formers, permeability reducers, pumping aids, shrinkage compensation admixtures, fungicidal admixtures, germicidal admixtures, insecticidal admixtures, rheology modifying agents, finely divided mineral admixtures, pozzolans, aggregates, wetting agents, strength enhancing agents, water repellents, and any other concrete or mortar admixture or additive.
  • the fresh cementitious composition, to which the admixture raw materials are introduced may be mixed for sufficient time to cause the admixture raw materials to be dispersed relatively uniformly throughout the fresh concrete.
  • a set accelerator that can be used with the admixture system can be, but is not limited to, a nitrate salt of an alkali metal, alkaline earth metal, or aluminum; a nitrite salt of an alkali metal, alkaline earth metal, or aluminum; a thiocyanate of an alkali metal, alkaline earth metal or aluminum; an alkanolamine; a thiosulfate of an alkali metal, alkaline earth metal, or aluminum; a hydroxide of an alkali metal, alkaline earth metal, or aluminum; a carboxylic acid salt of an alkali metal, alkaline earth metal, or aluminum (preferably calcium formate); a polyhydroxylalkylamine; a halide salt of an alkali metal or alkaline earth metal (e.g., chloride).
  • set accelerators that may be used in the present dispensing method include, but are not limited to, POZ
  • RHEOCRETE®CNI calcium nitrite-based corrosion inhibitor both sold under the above trademarks by BASF Admixtures Inc. of Cleveland, Ohio.
  • Set retarding also known as delayed- setting or hydration control
  • admixtures are used to retard, delay, or slow the rate of setting of concrete. They can be added to the concrete mix upon initial batching or sometime after the hydration process has begun.
  • Set retarders are used to offset the accelerating effect of hot weather on the setting of concrete, or delay the initial set of concrete or grout when difficult conditions of placement occur, or problems of delivery to the job site, or to allow time for special finishing processes. Most set retarders also act as low level water reducers and can also be used to entrain some air into concrete.
  • Retarders that can be used include, but are not limited to an oxy-boron compound, corn syrup, lignin, a polyphosphonic acid, a carboxylic acid, a hydroxycarboxylic acid, polycarboxylic acid, hydroxylated carboxylic acid, such as fumaric, itaconic, malonic, borax, gluconic, and tartaric acid, lignosulfonates, ascorbic acid, isoascorbic acid, sulfonic acid- acrylic acid copolymer, and their corresponding salts, polyhydroxysilane, polyacrylamide, carbohydrates and mixtures thereof.
  • Illustrative examples of retarders are set forth in U.S. Pat. Nos.
  • a further example of a retarder suitable for use in the admixture system is a hydration control admixture sold under the trademark DELVO® by BASF Admixtures Inc. of Cleveland, Ohio.
  • air entrainer includes any substance that will entrain air in cementitious compositions. Some air entrainers can also reduce the surface tension of a composition at low concentration. Air-entraining admixtures are used to purposely entrain microscopic air bubbles into concrete. Air-entrainment dramatically improves the durability of concrete exposed to moisture during cycles of freezing and thawing. In addition, entrained air greatly improves concrete's resistance to surface scaling caused by chemical deicers. Air entrainment also increases the workability of fresh concrete while eliminating or reducing segregation and bleeding.
  • Materials used to achieve these desired effects can be selected from wood resin, natural resin, synthetic resin, sulfonated lignin, petroleum acids, proteinaceous material, fatty acids, resinous acids, alkylbenzene sulfonates, sulfonated hydrocarbons, vinsol resin, anionic surfactants, cationic surfactants, nonionic surfactants, natural rosin, synthetic rosin, an inorganic air entrainer, synthetic detergents, and their corresponding salts, and mixtures thereof.
  • Air entrainers are added in an amount to yield a desired level of air in a cementitious composition. Examples of air entrainers that can be utilized in the admixture system include, but are not limited to MB AE 90, MB VR and MICRO AIR®, all available from BASF Admixtures Inc. of Cleveland, Ohio.
  • defoamers are used to decrease the air content in the cementitious composition.
  • defoamers that can be utilized in the cementitious composition include, but are not limited to mineral oils, vegetable oils, fatty acids, fatty acid esters, hydroxyl functional compounds, amides, phosphoric esters, metal soaps, silicones, polymers containing propylene oxide moieties, hydrocarbons, alkoxylated
  • hydrocarbons alkoxylated polyalkylene oxides, tributyl phosphates, dibutyl phthalates, octyl alcohols, water-insoluble esters of carbonic and boric acid, acetylenic diols, ethylene oxide- propylene oxide block copolymers and silicones.
  • dispersant as used throughout this specification includes, among others, polycarboxylate dispersants, with or without polyether units.
  • dispersant is also meant to include those chemicals that also function as a plasticizer, water reducer such as a high range water reducer, fluidizer,
  • antiflpcculating agent, or superplasticizer for cementitious compositions such as lignosulfonates, salts of sulfonated naphthalene sulfonate condensates, salts of sulfonated melamine sulfonate condensates, beta naphthalene sulfonates, sulfonated melamine formaldehyde condensates, naphthalene sulfonate formaldehyde condensate resins for example LOMAR D® dispersant (Cognis Inc., Cincinnati, Ohio), polyaspartates, or oligomeric dispersants.
  • LOMAR D® dispersant Cognis Inc., Cincinnati, Ohio
  • polyaspartates or oligomeric dispersants.
  • Polycarboxylate dispersants can be used, by which is meant a dispersant having a carbon backbone with pendant side chains, wherein at least a portion of the side chains are attached to the backbone through a carboxyl group or an ether group.
  • the polycarboxylate dispersants of interest include but are not limited to dispersants or water reducers sold under the trademarks GLENIUM® 3030NS, GLENIUM® 3200 HES, GLENIUM 3000NS®, GLENIUM® 7500 (BASF Admixtures Inc., Cleveland, Ohio), ADVA® (W. R. Grace Inc., Cambridge, Mass.), VISCOCRETE® (Sika, Zurich, Switzerland), and SUPERFLUX® (Axim Concrete Technologies Inc., Middlebranch, Ohio).
  • Alkali reactivity reducers can reduce the alkali-aggregate reaction and limit the disruptive expansion forces that this reaction can produce in hardened concrete.
  • the alkali-reactivity reducers include pozzolans (fly ash, silica fume), blast-furnace slag, salts of lithium and barium, and other air-entraining agents.
  • Natural and synthetic admixtures are used to color concrete for aesthetic and safety reasons. These coloring admixtures are usually composed of pigments and include carbon black, iron oxide, phthalocyanine, umber, chromium oxide, titanium oxide, cobalt blue, and organic coloring agents.
  • Corrosion inhibitors in concrete serve to protect embedded reinforcing steel from corrosion due to its highly alkaline nature.
  • the high alkaline nature of the concrete causes a passive and noncorroding protective oxide film to form on steel.
  • carbonation or the presence of chloride ions from deicers or seawater can destroy or penetrate the film and result in corrosion.
  • Corrosion-inhibiting admixtures chemically arrest this corrosion reaction.
  • the materials most commonly used to inhibit corrosion are calcium nitrite, sodium nitrite, sodium benzoate, certain phosphates or fluorosilicates, fluoroaluminates, amines and related chemicals.
  • Damp proofing admixtures reduce the permeability of concrete that have low cement contents, high water-cement ratios, or a deficiency of fines in the aggregate. These admixtures retard moisture penetration into dry concrete and include certain soaps, stearates, and petroleum products.
  • Gas formers are sometimes added to concrete and grout in very small quantities to cause a slight expansion prior to hardening. The amount of expansion is dependent upon the amount of gas-forming material used and the temperature of the fresh mixture.
  • Aluminum powder, resin soap and vegetable or animal glue, saponin or hydrolyzed protein can be used as gas formers.
  • permeability reducers are used to reduce the rate at which water under pressure is transmitted through concrete.
  • Silica fume, fly ash, ground slag, natural pozzolans, water reducers, and latex can be employed to decrease the permeability of the concrete.
  • Rheology modifying agent admixtures can be used to increase the viscosity of cementitious compositions.
  • Suitable examples of rheology modifier include firmed silica, colloidal silica, hydroxyethyl cellulose, hydroxypropyl cellulose, fly ash (as defined in ASTM C618), mineral oils (such as light naphthenic), hectorite clay, polyoxyalkylenes, polysaccharides, natural gums, or mixtures thereof.
  • shrinkage compensation agent which may be used in the cementitious composition may include, but is not limited, to RO(AO)MOH, wherein R is a Ci-s alkyl or C5-6 cycloalkyl radical and A is a C2-3 alkylene radical, alkali metal sulfate, alkaline earth metal sulfates, alkaline earth oxides, preferably sodium sulfate and calcium oxide.
  • RO(AO)MOH wherein R is a Ci-s alkyl or C5-6 cycloalkyl radical and A is a C2-3 alkylene radical, alkali metal sulfate, alkaline earth metal sulfates, alkaline earth oxides, preferably sodium sulfate and calcium oxide.
  • TETRA GUARD® is an example of a shrinkage reducing agent and is available from BASF Admixtures Inc. of Cleveland, Ohio.
  • Bacterial and fungal growth on or in hardened concrete may be partially controlled through the use of fungicidal and germicidal admixtures.
  • the most effective materials for these purposes are polyhalogenated phenols, dialdrin emulsions, and copper compounds.
  • workability improving admixtures are workability improving admixtures. Entrained air, which acts like a lubricant, can be used as a workability improving agent.
  • Other workability agents are water reducers and certain finely divided admixtures.
  • the cements are employed with fibers, e.g., where one desires fiber-reinforced concrete.
  • Fibers can be made of zirconia containing materials, steel, carbon, fiberglass, or synthetic materials, e.g., polypropylene, nylon, polyethylene, polyester, rayon, high-strength aramid, (i.e. Kevlar®), or mixtures thereof.
  • a method for forming a cementitious or concrete composition by mixing between 10-55 wt% of a composition comprising calcium carbonate, wherein between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 8 13 C value of between -12 to -30%o, with between 45-90 wt% of aggregate to form a cementitious composition, and contacting the cementitious composition with water when the cementitious composition sets and hardens into cement with a compressive strength of at least 2000 psi where the calcium carbonate binds to the aggregate.
  • composition comprising calcium carbonate and the cementitious composition are described herein.
  • a method for forming a cementitious or concrete composition by a) making a composition comprising calcium carbonate by contacting an industrial waste gas stream comprising carbon dioxide with a proton removing agent or an alkali to form a carbon dioxide charged water; and b) contacting the carbon dioxide charged water with divalent cations to form the composition comprising calcium carbonate.
  • the foregoing method further includes contacting the carbon dioxide charged water with the divalent cations under precipitation conditions that favor the formation of the composition comprising calcium carbonate that has between 50-100 wt% of the calcium carbonate in a metastable polymorphic form comprising vaterite.
  • the precipitation conditions favor the formation of more than 50 wt% vaterite or between 50-100 wt% vaterite or between 50-99 wt% vaterite in the composition comprising calcium carbonate. Some examples of such precipitation conditions have been described herein.
  • An illustration of the process to make the composition comprising carbonate is depicted in Fig. 1.
  • an absorbing solution e.g., an alkaline solution is charged with C0 2 to produce C0 2 charged solution 30, which C0 2 charged solution is then subjected to carbonate compound precipitation conditions at step 20.
  • the divalent cation solution 10 is contacted with the C0 2 charged solution containing
  • bicarbonate/carbonate ions which solution is then subjected to carbonate compound precipitation conditions to form the carbonate composition
  • the "divalent cation” used herein includes calcium (such as in hydrated lime or carbide lime or gypsum or any solution containing calcium ions) optionally containing magnesium to precipitate calcium carbonate optionally containing calcium bicarbonate, and/or magnesium bicarbonate/carbonate.
  • a C0 2 gaseous stream 30 may also be contacted with the divalent cation solution at precipitation step 20.
  • the "C0 2 charged water” or “C0 2 charged solution” includes water that has had C0 2 gas contacted with it to produce, e.g., carbonic acid, bicarbonate and/or carbonate ion.
  • compositions comprising carbonate [00123] Below are provided various components that may be used in making the compositions comprising carbonate.
  • the source of C0 2 that is used in the embodiments provided herein may be any convenient C0 2 source.
  • the C0 2 source may be a liquid, solid (e.g., dry ice) or gaseous C0 2 source.
  • the C0 2 source is a gaseous C0 2 source.
  • This gaseous C0 2 is, in some embodiments, a waste stream or product from an industrial plant.
  • the nature of the industrial plant may vary in these embodiments, where industrial plants of interest include power plants, chemical processing plants, steel mills, paper mills, cement plants, and other industrial plants that produce C0 2 as a byproduct.
  • the industrial waste gas stream includes a stream of gas (or analogous stream) that is produced as a byproduct of an active process of the industrial plant.
  • the gaseous stream may be substantially pure C0 2 or a multi-component gaseous stream that includes C0 2 and one or more additional gases.
  • Multi-component gaseous streams (containing C0 2 ) that may be employed as a C0 2 source in embodiments of the methods include both reducing, e.g., syngas, shifted syngas, natural gas, and hydrogen and the like, and oxidizing condition streams, e.g., flue gases from combustion.
  • Particular multi-component gaseous streams of interest that may be treated according to the invention include: oxygen containing combustion power plant flue gas, turbo charged boiler product gas, coal gasification product gas, shifted coal gasification product gas, anaerobic digester product gas, wellhead natural gas stream, reformed natural gas or methane hydrates, and the like.
  • waste streams may be produced from a variety of different types of industrial plants.
  • Suitable waste streams for the invention include waste streams, such as, flue gas, produced by industrial plants that combust fossil fuels (e.g., coal, oil, natural gas) or anthropogenic fuel products of naturally occurring organic fuel deposits (e.g., tar sands, heavy oil, oil shale, etc.)-
  • a waste stream suitable for systems and methods of the invention is sourced from a coal-fired power plant, such as a pulverized coal power plant, a supercritical coal power plant, a mass burn coal power plant, a fluidized bed coal power plant.
  • Waste streams produced by cement plants are also suitable for systems and methods of the invention.
  • Cement plant waste streams include waste streams from both wet process and dry process plants, which plants may employ shaft kilns or rotary kilns, and may include pre-calciners. These industrial plants may each burn a single fuel, or may burn two or more fuels sequentially or simultaneously.
  • Contact protocols for absorbing C0 2 include, but are not limited to: direct contacting protocols, e.g., bubbling the gas through the volume of water, concurrent contacting means, i.e., contact between unidirectionally flowing gaseous and liquid phase streams, countercurrent means, i.e., contact between oppositely flowing gaseous and liquid phase streams, and the like.
  • direct contacting protocols e.g., bubbling the gas through the volume of water
  • concurrent contacting means i.e., contact between unidirectionally flowing gaseous and liquid phase streams
  • countercurrent means i.e., contact between oppositely flowing gaseous and liquid phase streams
  • Carbon dioxide may be the primary non-air derived component in waste gas streams.
  • waste gas streams may comprise carbon dioxide in amounts ranging from 200 ppm to 1 ,000,000 ppm, such as 200,000 ppm to 1000 ppm and including 200,000 ppm to 2000 ppm, for example 130,000 ppm to 2000 ppm, wherein the amounts of carbon dioxide may be considered time-averaged amounts.
  • waste gas streams may comprise carbon dioxide in an amount ranging from 40,000 ppm (4%) to 100,000 ppm (10%) depending on the waste gas stream (e.g., C0 2 from natural gas-fired power plants, furnaces, small boilers, etc.).
  • waste gas streams may comprise carbon dioxide in an amount ranging from 100,000 ppm (10%) to 150,000 ppm (1 5%) depending on the waste gas stream (e.g., C0 2 from coal-fired power plants, oil generators, diesel generators, etc.).
  • waste gas streams may comprise carbon dioxide in an amount ranging from 200,000 ppm (20%) to 400,000 ppm (40%) depending on the waste gas stream (e.g., C0 2 from cement plant calcination, chemical plants, etc.).
  • waste gas streams may comprise carbon dioxide in an amount ranging from 900,000 ppm (90%) to 1,000,000 ppm (100%) depending on the waste gas stream (e.g., C0 2 from ethanol fermenters, C0 2 from steam reforming at refineries, ammonia plants, substitute natural gas (SNG) plants, C0 2 separated from sour gases, etc.).
  • concentration of C0 2 in a waste gas stream may be decreased by 10% or more, 20% or more, 30% or more, 40% or more, 50% or more, 60% or more, 70% or more, 80% or more, 90% or more, 95% or more, 99% or more, 99.9% or more, or 99.99%.
  • at least 10%, 20%, 30%, 40%, 50%, 60%, 70%, 80%, 90%, 95%, 99%, 99.9%, or 99.99% of the carbon dioxide may be removed from the waste gas stream.
  • a portion of the waste gas stream (i.e., not the entire gaseous waste stream) from an industrial plant may be used to produce compositions comprising carbonates, bicarbonates, or carbonates and bicarbonates.
  • the portion of the waste gas stream that is employed in producing compositions may be 75% or less, such as 60% or less, and including 50% and less of the waste gas stream.
  • most (e.g., 80% or more) of the entire waste gas stream produced by the industrial plant is employed in producing compositions.
  • 80% or more, such as 90% or more, including 95% or more, up to 100% of the waste gas stream (e.g., flue gas) generated by the source may be employed for producing compositions of the invention.
  • a waste gas stream from an industrial plant offers a relatively concentrated source of C0 2 and/or additional components resulting from combustion of fossil fuels
  • methods and systems provided herein are also applicable to removing combustion gas components from less concentrated sources (e.g., atmospheric air), which may contain a lower concentration of pollutants than, for example, flue gas.
  • methods and systems encompass decreasing the concentration of C0 2 and/or additional components in atmospheric air by producing compositions of the invention.
  • concentration of CO the concentration of CO?
  • C0 2 in a portion of atmospheric air may be decreased by 10% or more, 20% or more, 30% or more, 40% or more, 50% or more, 60% or more, 70% or more, 80% or more, 90% or more, 95% or more, 99% or more, 99.9% or more, or 99.99%.
  • Such decreases in C0 2 may be accomplished with yields as described herein, or with higher or lower yields, and may be accomplished in one processing step or in a series of processing steps.
  • Waste gas streams suitable for the invention may further comprise one or more additional components including water; sulfur oxides (SOx); nitrogen oxides (NOx); carbon monoxide (CO); metals such as antimony (Sb), arsenic (As), barium (Ba), beryllium (Be), boron (B), cadmium (Cd), chromium (Cr), cobalt (Co), copper (Cu), lead (Pb), manganese (Mn), mercury (Hg), molybdenum (Mo), nickel (Ni), radium (Ra), selenium (Se), silver (Ag), strontium (Sr), thallium (Tl), vanadium (V), and zinc (Zn), wherein the metals may be in any available form including, but not limited to, an elemental form (e.g., Hg), a salt (e.g., HgCl 2 ), an inorganic compound (e.g., HgO), an organic compound (e.g., an organic compound (
  • 98% of the SOx and 95% of the mercury may be removed from a waste gas stream using systems and methods provided herein, while in other embodiments, 98% of the SOx and 98% of the mercury may be removed from the waste gas stream.
  • At least 99% S0 2 , at least 88% SO3, and 81% HC1, each of which may be considered an acid gas, may be removed from a waste gas stream using systems and methods provided herein.
  • acid gases e.g., SOx, HC1, etc.
  • at least 10%, 20%, 30%, 40%, 50%, 60%, 70%, 80%, 90%, 95%, 96%, 97%, 98%, 99%, 99.9%, or 99.99% of the carbon dioxide may be removed from the waste gas stream.
  • the flue gas may comprise H 2 0 (5-7%); 0 2 (3-4%); C0 2 (15-16%); Hg (1 ppb); CO (20 ppm); hydrocarbons ( 10 ppm); HC1 ( 100 ppm); SOx (810 ppm, wherein the
  • concentrations e.g., 10-15% C0 2 , 10-20 ppm CO, 500-3000 ppm SOx, 150-500 ppm NOx, 1 -2 ppb Hg, 5-10% fly ash, etc.
  • flue gases any of which flue gases are suitable for use herein.
  • concentrations e.g., 10-15% C0 2 , 10-20 ppm CO, 500-3000 ppm SOx, 150-500 ppm NOx, 1 -2 ppb Hg, 5-10% fly ash, etc.
  • flue gases are suitable for use herein.
  • the additional components of waste gas streams may be conveniently, though not strictly, grouped as soluble (e.g., HgCl 2 , N0 2 , etc.), reactive (e.g., HC1, HF, etc.), or not soluble and not reactive (e.g., As, Cd, Pb, Cr, V, Se, etc.).
  • Methods provided herein include treating waste gas streams such that certain additional components may be more soluble or more reactive in the medium in which C0 2 is processed.
  • elemental mercury may be oxidized to mercuric chloride (HgCl 2 ) in the presence of hydrogen chloride (HC1) or chlorine (Cl 2 ), which may be generated by electrochemical methods of the invention.
  • C0 2 sequestration protocols of interest include, but are not limited to, those disclosed in U.S. Patent Application Serial Nos. 12/126,776, filed 23 May 2008; 12/163,205, filed 27 June 2008; 12/486,692, filed 17 June 2009; 12/501 ,217, filed 10 July 2009; and
  • the absorbing solution charged with the partially or fully dissolved C0 2 is made by parging or diffusing the C0 2 gaseous stream through a solution to make a C0 2 charged water.
  • the solution with CO2 includes an alkaline agent or a proton removing agent or a pH raising agent.
  • the C0 2 gas is bubbled or parged through a solution containing alkali, such as sodium or potassium hydroxide or sodium or potassium carbonate, in an absorber.
  • the absorber may include a bubble chamber where the CO2 gas is bubbled through the solution containing the alkali.
  • the absorber may include a spray tower where the solution containing the alkali is sprayed or circulated through the C0 2 gas.
  • the absorber may include a pack bed to increase the surface area of contact between the C0 2 gas and the solution containing the alkali.
  • a typical absorber fluid temperature is 32-37°C.
  • the absorbing solution that comes into contact with the C0 2 source is an alkaline solution:
  • An "alkaline solution” or “alkali” or “proton removing agent” or “pH raising agent”, as used herein, includes solutions of pH greater than 8, e.g. 8-14, such as, but not limited to, NaOH, Na 2 C0 3 , KOH, K 2 C0 3 , NH 4 OH, Ca(OH) 2 , Mg(OH) 2 , or combinations thereof.
  • compositions comprising carbonates, bicarbonates, or carbonates and bicarbonates, wherein the composition is a solution or slurry.
  • a source of carbon dioxide facilitates dissolution of C0 2 into the alkaline solution producing carbonic acid (e.g., hydrated C0 2 ), a species in equilibrium with both bicarbonate and carbonate.
  • carbonic acid e.g., hydrated C0 2
  • protons are removed from various species (e.g.
  • proton-removing agents and/or methods are used while contacting an aqueous solution with C0 2 to increase C0 2 absorption in one phase of the reaction, wherein the pH may remain constant, increase, or even decrease, followed by a rapid removal of protons (e.g., by addition of a base), which, in some
  • Protons may be removed from the various species (e.g. carbonic acid, bicarbonate, hydronium, etc.) by any convenient approach, including, but not limited to use of naturally occurring proton-removing agents, use of microorganisms and fungi, use of synthetic chemical proton-removing agents, recovery of waste streams from industrial processes, and using electrochemical means.
  • species e.g. carbonic acid, bicarbonate, hydronium, etc.
  • the hydrated lime or the carbide lime that is being used as a source of divalent cations also acts as a source of proton removing agents due to the presence of CaO/Ca(OH) 2 .
  • the absorbing solution is a saltwater solution comprising the alkali.
  • a saltwater includes, but is not limited to, sea water, brackish water, brines, and salt containing solutions, such as, sodium chloride solutions.
  • Other absorbing solutions that may be used in methods of the invention to contact the C0 2 from the C0 2 source include, but are not limited to, water, municipal water, surface water, amine solutions, nonaqueous solutions, organic solvent solutions, or any combination thereof.
  • Absorbing solution may be used to remove gaseous carbon dioxide from a gaseous source of carbon dioxide in a gaseous carbon dioxide removal process.
  • Naturally occurring proton-removing agents encompass any proton-removing agents found in the wider environment that may create or have a basic local environment.
  • Some embodiments provide for naturally occurring proton-removing agents including minerals that create basic environments upon addition to solution.
  • Such minerals include, but are not limited to, lime (CaO); periclase (MgO); iron hydroxide minerals (e.g., goethite and limonite); and volcanic ash. Methods for digestion of such minerals and rocks comprising such minerals are described in U.S. Patent Application No. 12/501,217, filed 10 July 2009, which is incorporated herein by reference in its entirety.
  • Some embodiments provide for using naturally occurring bodies of water as a source proton-removing agents, which bodies of water comprise carbonate, borate, sulfate, or nitrate alkalinity, or some combination thereof.
  • Any alkaline brine e.g., surface brine, subsurface brine, a deep brine, etc.
  • a surface brine comprising carbonate alkalinity provides a source of proton- removing agents.
  • a surface brine comprising borate alkalinity provides a source of proton-removing agents.
  • a subsurface brine comprising carbonate alkalinity provides a source of proton-removing agents.
  • a subsurface brine comprising borate alkalinity provides a source of proton-removing agents.
  • a deep brine comprising carbonate alkalinity provides a source of proton- removing agents.
  • a deep brine comprising borate alkalinity provides a source of proton-removing agents.
  • naturally alkaline bodies of water include, but are not limited to surface water sources (e.g. alkaline lakes such as Mono Lake in California) and ground water sources (e.g. basic aquifers such as the deep geologic alkaline aquifers located at Searles Lake in California).
  • organisms that excrete basic molecules or solutions in their normal metabolism are used as proton-removing agents.
  • examples of such organisms are fungi that produce alkaline protease (e.g., the deep-sea fungus Aspergillus ustus with an optimal pH of 9) and bacteria that create alkaline molecules (e.g., cyanobacteria such as Lyngbya sp. from the Atlin wetland in British Columbia, which increases pH from a byproduct of photosynthesis).
  • organisms are used to produce proton-removing agents, wherein the organisms (e.g., Bacillus pasteurii, which hydrolyzes urea to ammonia) metabolize a contaminant (e.g. urea) to produce proton-removing agents or solutions comprising proton-removing agents (e.g., ammonia, ammonium hydroxide).
  • organisms are cultured separately from the precipitation reaction mixture, wherein proton-removing agents or solution comprising proton-removing agents are used for addition to the precipitation reaction mixture.
  • naturally occurring or manufactured enzymes are used in combination with proton-removing agents to invoke precipitation of precipitation material.
  • Carbonic anhydrase which is an enzyme produced by plants and animals, accelerates transformation of carbonic acid to bicarbonate in aqueous solution.
  • carbonic anhydrase may be used to enhance dissolution of C0 2 and accelerate precipitation of precipitation material, as described in herein.
  • Chemical agents for effecting proton removal generally refer to synthetic chemical agents that are produced in large quantities and are commercially available.
  • chemical agents for removing protons include, but are not limited to, hydroxides, organic bases, super bases, oxides, ammonia, and carbonates.
  • Hydroxides include chemical species that provide hydroxide anions in solution, including, for example, sodium hydroxide (NaOH), potassium hydroxide (KOH), calcium hydroxide (Ca(OH) 2 ), or magnesium hydroxide (Mg(OH) 2 ).
  • Organic bases are carbon-containing molecules that are generally nitrogenous bases including primary amines such as methyl amine, secondary amines such as diisopropylamine, tertiary amines such as diisopropylethylamine, aromatic amines such as aniline, heteroaromatics such as pyridine, imidazole, and benzimidazole, and various forms thereof.
  • an organic base selected from pyridine, methylamine, imidazole, benzimidazole, histidine, and a phosphazene is used to remove protons from various species (e.g., carbonic acid, bicarbonate, hydronium, etc.) for preparation of compositions of the invention.
  • ammonia is used to raise pH to a level sufficient for preparation of compositions of the invention.
  • Super bases suitable for use as proton-removing agents include sodium ethoxide, sodium amide (NaNH 2 ), sodium hydride (NaH), butyl lithium, lithium diisopropylamide, lithium diethylamide, and lithium bis(trimethylsilyl)amide.
  • Oxides including, for example, calcium oxide (CaO), magnesium oxide (MgO), strontium oxide (SrO), beryllium oxide (BeO), and barium oxide (BaO) are also suitable proton-removing agents that may be used.
  • Carbonates for use in the invention include, but are not limited to, sodium carbonate.
  • waste streams from various industrial processes may provide proton-removing agents.
  • waste streams include, but are not limited to, mining wastes; ash (e.g., coal ash such as fly ash, bottom ash, boiler slag); slag (e.g. iron slag, phosphorous slag); cement kiln waste (e.g., cement kiln dust (CKD)); oil
  • refinery/petrochemical refinery waste e.g. oil field and methane seam brines
  • coal seam wastes e.g. gas production brines and coal seam brine
  • paper processing waste e.g., water softening waste brine (e.g., ion exchange effluent)
  • silicon processing wastes e.g., agricultural waste; metal finishing waste; high pH textile waste; and caustic sludge.
  • Mining wastes include any wastes from the extraction of metal or another precious or useful mineral from the earth.
  • wastes from mining are used to modify pH, wherein the waste is selected from red mud from the Bayer aluminum extraction process; waste from magnesium extraction from seawater (e.g., Mg(OH)2 such as that found in Moss Landing, California); and wastes from mining processes involving leaching.
  • red mud may be used to modify pH as described in U.S.
  • Red mud depending on processing conditions and source material (e.g., bauxite) might comprise Fe 2 0 3 , AI2O3, Si0 2 , Na 2 0, CaO, Ti0 2 , 2 0, MgO, C0 2 , S 2 0, Mn0 2 , P2O5, each of which species are loosely listed in order from most abundant to least abundant, and each of which species are expressed as oxides for convenience.
  • Coal ash, cement kiln dust, and slag collectively waste sources of metal oxides, further described in U.S. Patent Application No.
  • Agricultural waste either through animal waste or excessive fertilizer use, may contain potassium hydroxide (KOH) or ammonia (NH3) or both.
  • KOH potassium hydroxide
  • NH3 ammonia
  • agricultural waste may be used in some embodiments of the invention as a proton- removing agent. This agricultural waste is often collected in ponds, but it may also percolate down into aquifers, where it can be accessed and used.
  • the alkali such as NaOH, KOH, Na 2 C0 3 , etc. may be made using any electrochemical method known in the art. Some examples of the electrochemical methods are described herein below.
  • Electrochemical methods may be used to produce alkalinity, such as hydroxide species (e.g. NaOH, KOH, OH " ) or carbonate species (e.g. Na 2 C0 3 , K 2 C0 3 , H 2 C0 3 , C0 3 2" ). Electrochemical methods may be used to produce alkalinity at a cathode, such as hydroxide species (e.g. NaOH, KOH, OH " ) or carbonate species (e.g. Na 2 C0 3 , K 2 C0 3 , H 2 C0 3 , CO3 2" ).
  • the electrochemical methods of the invention are described in more detail in commonly assigned applications with Application Serial Nos.
  • the electrochemical cell includes at least one unit cell, the unit cell including at least a cathode, an anode, at least one ion exchange membrane, electrolytes, and a potentiostat device for applying a voltage across the anode and cathode of such a unit cell or a collection of units cells that could be in stacked in a larger electrochemical cell.
  • An example of the electrochemical cell is illustrated in Fig. 2 where the electrochemical cell 100 has a cathode chamber containing the cathode and the cathode electrolyte; an anode chamber containing the anode and the anode electrolyte; and an ion exchange membrane between the cathode chamber and the anode chamber.
  • the hydroxide is formed in the cathode electrolyte and depending on the electrolyte used an acid is formed in the anode electrolyte.
  • an acid is formed in the anode electrolyte.
  • chloride ions may combine with the hydrogen ions formed at the anode to form acid in the anode electrolyte.
  • the sodium ions may pass through the ion exchange membrane to the cathode electrolyte to form sodium hydroxide.
  • Fig. 2 is for illustration purposes only and deviations from the electrochemical cell are well within the scope of the invention as long as an alkali is formed in the cathode electrolyte.
  • the cell may contain an anion exchange membrane and a cation exchange membrane as illustrated in the electrochemical cell 200 in Fig. 3.
  • the hydrogen gas is formed at the cathode which is then transferred to the anode to form hydrogen ions.
  • a potentiostat device is used to apply a voltage of 2.0V or less across the anode and the cathode of the electrochemical cell, resulting in production of alkalinity at the cathode without production of any gas at the anode.
  • the alkaline solution may be withdrawn from the electrochemical cell to be used in the absorption of carbon dioxide to form the cementitious composition of the invention.
  • a potentiostat device is used to apply a voltage of 1.9V or less across an anode and a cathode of an electrochemical cell, resulting in production of alkalinity at the cathode without production of any gas at the anode, such as 1.8V or less, such as 1.7 V or less, such as 1.6V or less, such as 1.5V or less, such as 1.4V or less, such as 1.3V or less, such as 1.2V or less, such as 1.1V or less, such as 1.0V or less, such as 0.9V or less, such as 0.8V or less, such as 0.7V or less, such as 0.6V or less, such as 0.5V or less resulting in the production of alkalinity at the cathode.
  • a potentiostat device is used to apply a voltage of 0.5 V or less across an anode and a cathode of an electrochemical cell, resulting in production of alkalinity at the cathode without production of any gas at the anode.
  • the acid formed in the anode electrolyte may be used for chlorination.
  • the acid may be used to chlorinate unsaturated
  • the unsaturated hydrocarbon may be added to the anode electrolyte where the acid formed in the anode electrolyte reacts with the unsaturated hydrocarbon to form chlorinated products.
  • the unsaturated hydrocarbon is treated with the acid outside the anode chamber to form the chlorinated products.
  • the anode oxidizes metals to form metal chlorides in higher oxidation state which may be used to chlorinate the unsaturated or saturated hydrocarbons to form chlorinated hydrocarbons (not shown in figures).
  • the chlorinated hydrocarbons may be used to form vinyl chloride monomer and then PVC.
  • the cathode in such systems forms hydroxides which may be used to form absorbing solution for absorbing carbon dioxide gas to form the cementitious compositions of the invention.
  • the carbon dioxide may be passed into the cathode electrolyte where the hydroxide dissolves the carbon dioxide to form carbonate/bicarbonate species.
  • This cathode electrolyte containing the carbonate/bicarbonate species may be withdrawn from the cathode chamber and reacted with cations from the cation source to form the compositions of the invention.
  • the cathode electrolyte may be withdrawn and transferred to a contactor which is also connected to the source of carbon dioxide. The contactor containing the alkaline cathode electrolyte may then absorb the carbon dioxide to form carbonate/bicarbonate species in the solution.
  • the carbonate/bicarbonate species containing solution may be contacted with the cations to form the compositions of the invention or the carbonate/bicarbonate species containing solution is recirculated back to the cathode chamber where the bicarbonate may be converted to the carbonate and the carbonate solution is withdrawn from the cathode chamber.
  • Such electrochemical systems and methods are described in more detail in commonly assigned application with Application Serial No. 12/503,557, filed July 15, 2009, which is incorporated by reference herein in its entirety.
  • the absorbing alkaline solution after being contacted with carbon dioxide may result in a C0 2 charged solution or C0 2 charged water containing carbonic acid, bicarbonate, carbonate, or combination thereof.
  • the solution may be then treated with divalent cations from a source of cations to form carbonate/bicarbonates containing products such as but not limited to, calcium carbonate, calcium bicarbonate, magnesium carbonate, magnesium bicarbonate, or combination thereof.
  • an order for the addition of the C0 2 or the C0 2 charged water and the divalent cation containing water to the reactor for the precipitation may be varied.
  • the C0 2 gaseous stream or the solution containing the partially or fully dissolved C0 2 or the affluent from the absorber containing an alkaline solution of C0 2 is added to the reactor containing the divalent cation containing water for precipitation of the carbonate precipitate in the precipitation step 20 (illustrated in Fig. 1).
  • the divalent cation containing water is added to the reactor containing the CO?
  • the divalent cation containing water is added to the reactor containing less than 20%, or less than 15%, or less than 10%, or less than 5% of the C0 2 gaseous stream or the solution containing the partially or fully dissolved C0 2 or the affluent from the absorber containing an alkaline solution of C0 2 for precipitation of the carbonate precipitate in the precipitation step 20.
  • the source of cations such as sodium, potassium, or divalent cation etc.
  • the source of cations is any aqueous medium containing alkaline earth metals, such as, but are not limited to, calcium, magnesium, strontium, barium, etc. or combination thereof.
  • alkaline earth metals such as, but are not limited to, calcium, magnesium, strontium, barium, etc. or combination thereof.
  • the "divalent cation" and “alkaline earth metal ion” are used interchangeably herein.
  • the divalent cation is calcium, magnesium, or combination thereof and the source of divalent cation is any aqueous medium containing calcium, magnesium or combination thereof.
  • the divalent cation source is also the source of water and/or source of alkalinity, as described herein.
  • the aqueous solution of divalent cations may comprise cations derived from freshwater, brackish water, seawater, or brine (e.g., naturally occurring subterranean brines or anthropogenic subterranean brines such as geothermal plant wastewaters, desalination plant waste waters), as well as other salines having a salinity that is greater than that of freshwater, any of which may be naturally occurring or anthropogenic.
  • brine e.g., naturally occurring subterranean brines or anthropogenic subterranean brines such as geothermal plant wastewaters, desalination plant waste waters
  • the divalent cations such as, alkaline earth-metal containing water may be a hydrated lime or carbide lime which is contacted with a solution charged with the partially or fully dissolved C0 2 , which C0 2 solution is then subjected to one or more carbonate compound precipitation conditions.
  • the hydrated lime or the carbide lime also provides proton removing agents or alkalinity sufficient to precipitate calcium and/or magnesium carbonates.
  • the alkalinity of the carbide lime may be supplemented with other proton removing agents, such as, hydroxides.
  • the divalent cations such as, alkaline earth-metal containing water may be gypsum solution which may be contacted with a solution charged with the partially or fully dissolved C0 2 , which C0 2 solution is then subjected to one or more carbonate compound precipitation conditions.
  • gypsum as a source of calcium to form carbonate compositions is being described in US Application Serial No. 13/566,213, filed August 3, 2012, which is incorporated herein by reference in its entirety.
  • Divalent cations e.g., alkaline earth metal cations such as Ca and Mg
  • Ca and Mg alkaline earth metal cations
  • the commercially available divalent cations such as, but not limited to, calcium chloride dissolved in water, may be used as the divalent cation solution for the precipitation of the composition.
  • waste streams from various industrial processes provide for convenient sources of cations (as well as in some cases other materials useful in the process, e.g., metal hydroxide).
  • waste streams include, but are not limited to, mining wastes; fossil fuel burning ash (e.g., fly ash, bottom ash, boiler slag); slag (e.g., iron slag, phosphorous slag); cement kiln waste (e.g., cement kiln dust); oil refinery/petrochemical refinery waste (e.g., oil field and methane seam brines); coal seam wastes (e.g., gas production brines and coal seam brine); paper processing waste; water softening waste brine (e.g., ion exchange effluent); silicon processing wastes; agricultural waste; metal finishing waste; high pH textile waste; and caustic sludge.
  • fossil fuel burning ash e.g., fly ash, bottom ash, boiler slag
  • slag e.g
  • an aqueous solution of divalent cations may. be obtained from an industrial plant that is also providing a waste gas stream (e.g., combustion gas stream).
  • a waste gas stream e.g., combustion gas stream
  • water-cooled industrial plants such as seawater-cooled industrial plants
  • water that has been used by an industrial plant for cooling may then be used as water for producing precipitation material.
  • the water may be cooled prior to entering a precipitation system of the invention.
  • Such approaches may be employed, for example, with once-through cooling systems.
  • a city or agricultural water supply may be employed as a once-through cooling system for an industrial plant. Water from the industrial plant may then be employed for producing precipitation material, wherein output water has a reduced hardness and greater purity.
  • a convenient source of cations for use in systems and methods of the invention is water (e.g., an aqueous solution including cations such as seawater or subterranean brine), which may vary depending upon the particular location at which the invention is practiced.
  • Suitable aqueous solutions of cations that may be used include solutions including one or more divalent cations, e.g., alkaline earth metal cations such as Ca 2+ and Mg 2+ .
  • the aqueous source of cations comprises alkaline earth metal cations.
  • the alkaline earth metal cations include calcium, magnesium, or a mixture thereof.
  • the aqueous solution of cations comprises calcium in amounts ranging from 50 to 50,000 ppm, 50 to 40,000 ppm, 50 to 20,000 ppm, 100 to 10,000 ppm, 200 to 5000 ppm, or 400 to 1000 ppm, or 10,000 to 50,000 ppm, or 20,000 to 50,000 ppm, or 20,000 to 30,000 ppm.
  • mineral rich freshwater may be a convenient source of cations (e.g., cations of alkaline earth metals such as Ca 2+ and Mg 2+ ). Any number of suitable freshwater sources may be used, including freshwater sources ranging from sources relatively free of minerals to sources relatively rich in minerals.
  • Mineral-rich freshwater sources may be naturally occurring, including any number of hard water sources, lakes, or inland seas. Some mineral-rich freshwater sources such as alkaline lakes or inland seas (e.g., Lake Van in Turkey) also provide a source of pH-modifying agents. Mineral-rich freshwater sources may also be anthropogenic.
  • the aqueous solution of divalent cations may comprise divalent cations derived from freshwater, brackish water, seawater, or brine (e.g., naturally occurring brines or anthropogenic brines such as geothermal plant wastewaters, desalination plant waste waters), as well as other aqueous solutions having a salinity that is greater than that of freshwater, any of which may be naturally occurring or anthropogenic.
  • Freshwater may be considered to have a salinity of less than 0.5 ppt (parts per thousand).
  • Brackish water may comprise more salt than freshwater, but not as much as salt as seawater.
  • Brackish water may be considered to have a salinity ranging from about 0.5 to about 35 ppt.
  • Seawater may be water from a sea, an ocean, or any other body of water that has a salinity ranging from about 35 to about 50 ppt. Brine may have a salinity that is about 50 ppt or greater. As such, brine may be water saturated or nearly saturated with salt.
  • the water source from which divalent cations are derived is a mineral rich (e.g., calcium-rich and or magnesium-rich) freshwater source.
  • the water source from which divalent cations are derived is a naturally occurring saltwater source selected from a sea, an ocean, a lake, a swamp, an estuary, a lagoon, a surface brine, a deep brine, an alkaline lake, an inland sea, or the like.
  • the water source from which divalent cations are derived is a surface brine.
  • the water source from which divalent cations are derived is a subsurface brine.
  • the water source from which divalent cations are derived is a deep brine.
  • the water source from which divalent cations are derived is a Ca-Mg-Na-(K)-Cl; Na-(Ca)-S0 4 -Cl; Mg-Na-(Ca)-S0 4 -Cl; Na-C0 3 -Cl; or Na-C0 3 -S0 4 -Cl brine.
  • the water source from which divalent cation are derived is an anthropogenic brine selected from a geothermal plant wastewater or a desalination wastewater.
  • Divalent cation-containing minerals include mafic and ultramafic minerals such as olivine, serpentine, and other suitable minerals, which may be dissolved using any convenient protocol.
  • cations such as calcium may be provided for methods and compositions of this invention from feldspars such as anorthite. Cations may be obtained directly from mineral sources or from subterranean brines, high in calcium or other divalent cations.
  • Other minerals such as wollastonite may also be used.
  • Dissolution may be accelerated by increasing surface area, such as by milling by conventional means or by, for example, jet milling, as well as by use of, for example, ultrasonic techniques.
  • mineral dissolution may be accelerated by exposure to acid or base.
  • Metal silicates e.g., magnesium silicates
  • other minerals including cations of interest may be dissolved, for example, in acid such as HC1 (optionally from an electrochemical process) to produce, for example, magnesium and other metal cations for use in compositions of the invention.
  • acid such as HC1
  • magnesium silicates and other minerals may be digested or dissolved in an aqueous solution that has become acidic due to the addition of carbon dioxide and other components of waste gas (e.g., combustion gas).
  • metal species such as metal hydroxide (e.g., Mg(OH) 2 , Ca(OH) 2 ) may be made available for use by dissolution of one or more metal silicates (e.g., olivine and serpentine) with aqueous alkali hydroxide (e.g., NaOH) or any other suitable caustic material.
  • aqueous alkali hydroxide e.g., NaOH
  • concentration of aqueous alkali hydroxide or other caustic material may be used to decompose metal silicates, including highly concentrated and very dilute solutions.
  • concentration (by weight) of an alkali hydroxide (e.g., NaOH) in solution may be, for example, from 30% to 80% (w/w).
  • the methods described herein include contacting the carbon dioxide charged water with the divalent cations under precipitation conditions that favor the formation of the composition comprising calcium carbonate where between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite.
  • the precipitation conditions favor the formation of more than 50 wt% vaterite or between 50-100 wt% vaterite or between 50-99 wt% vaterite in the cementitious composition.
  • the one or more precipitation conditions include, but not limited to, temperature, pH, residence time, proton removing agent, additive, ion ratio, rate of precipitation, mixing rate, form of agitation, presence of seed crystal, catalyst, membrane, or substrate, separation, drying, refining, or combinations thereof. Accordingly, there are provided methods for forming a cementitious or concrete composition, by a) making a calcium
  • composition comprising carbonate by contacting an industrial waste gas stream comprising carbon dioxide with a proton removing agent to form a carbon dioxide charged water; b) contacting the carbon dioxide charged water with divalent cations under one or more
  • precipitation conditions that favor the formation of the composition comprising calcium carbonate where between 50-100 wt% of the calcium carbonate is in a metastable polymorphic form comprising vaterite, and wherein the calcium carbonate has a 5 13 C value of between -12 to - 30%o
  • the one or more precipitation conditions include, but not limited to, temperature, pH, residence time, proton removing agent, additive, ion ratio, rate of precipitation, mixing rate, form of agitation, presence of seed crystal, catalyst, membrane, or substrate, separation, drying, refining, or combination thereof ; c) mixing between 10-55 wt% of a composition comprising calcium carbonate with between 45-90 wt% of aggregate, to form a cementitious or concrete composition; and d) contacting the cementitious composition with water when the cementitious composition sets and hardens into cement with a compressive strength of at least 2000 psi where the calcium carbonate binds to the aggregate.
  • the precipitation conditions favor the formation of more than 50 wt% vaterite or between 50-99 wt% vaterite in the cementitious composition.
  • the cement is formed with a porosity of between 10-90 vol%, or between 10-50 vol%.
  • Precipitation conditions include those that change the physical environment of the water to produce the desired precipitate product.
  • the precipitation conditions include temperature of the aqueous solution, including adjustment the solution temperature to between 0°C and 100°C, such as between 5°C and 90 ° C, such as between 10° and 80"C, such as between 20°C and 60 ° C, such as between 20°C and 50 ° C.
  • the residence time of the precipitate in the reactor before the precipitate is removed from the solution may vary.
  • the residence time of the precipitate in the solution is more than 5 seconds, or between 5 seconds- 1 hour, or between 5 seconds- 1 minute, or between 5 seconds to 20 seconds, or between 5 seconds to 30 seconds, or between 5 seconds to 40 seconds.
  • the residence time of the precipitate may affect the size of the particle. For example, a shorter residence time may give smaller size particles or more disperse particles whereas longer residence time may give agglomerated or larger size particles.
  • the residence time in the process of the invention may be used to make small size as well as large size particles in a single or multiple batches which may be separated or may remain mixed for later steps of the process.
  • the finely disperse particles may be processed further to give the composition of the invention.
  • agglomerated particles may be processed to give the composition comprising carbonate.
  • the pH of the water may range from 7 to 14 during a given precipitation process, in certain embodiments the pH is raised to alkaline levels in order to drive the precipitation of carbonate compound as desired. In some embodiments, the pH is raised to a level which minimizes if not eliminates C0 2 gas generation during precipitation. In these embodiments, the pH may be raised to 10 or higher, such as 1 1 or higher. In some embodiments, the one or more conditions or the precipitation conditions include contacting the saltwater or the divalent cation containing water with a proton removing agent.
  • the proton removing agent may be any proton removing agent, as described herein, for example, but not limited to, oxide, hydroxide, such as sodium hydroxide, carbonate, coal ash, naturally occurring mineral, and combination thereof.
  • the one or more conditions or the precipitation conditions include contacting the saltwater or the divalent cation containing water to
  • electrochemical conditions Such electrochemical conditions have been described herein.
  • the nature of the precipitate may be affected by the pH of the precipitation process. In some embodiments, high pH may lead to rapid precipitation and agglomeration of the particles whereas lower pH or slow raise in the pH may lead to finer particles.
  • Additives other than pH elevating agents may also be introduced into the water in order to influence the nature of the precipitate that is produced. As such, certain embodiments of the methods include providing an additive in water before or during the time when the water is subjected to the precipitation conditions. Certain calcium carbonate polymorphs can be favored by trace amounts of certain additives.
  • vaterite an unstable or metastable polymorph of CaCO ⁇ which precipitates in a variety of different morphologies and converts rapidly to calcite
  • vaterite an unstable or metastable polymorph of CaCO ⁇ which precipitates in a variety of different morphologies and converts rapidly to calcite
  • Other additives beside lanthanum that are of interest include, but are not limited to transition metals and the like.
  • the nature of the precipitate can also be influenced by selection of appropriate major ion ratios.
  • Major ion ratios also have influence of polymorph formation.
  • aragonite may become the favored polymorph of calcium carbonate over low-magnesium calcite.
  • low-magnesium calcite is the preferred polymorph.
  • a wide range of magnesiumxalcium ratios can be employed, including, e.g., 100/1, 50/1, 20/1, 10/1, 5/1 , 2/1 , 1/1 , 1/2, 1/5, 1/10, 1/20, 1/50, 1/100.
  • the magnesiumxalcium ratios can be employed, including, e.g., 100/1, 50/1, 20/1, 10/1, 5/1 , 2/1 , 1/1 , 1/2, 1/5, 1/10, 1/20, 1/50, 1/100.
  • magnesiumxalcium ratio is determined by the source of water employed in the precipitation process (e.g., seawater, brine, brackish water, fresh water), whereas in other embodiments, the magnesiumxalcium ratio is adjusted to fall within a certain range.
  • Rate of precipitation may also have an effect on compound phase formation.
  • the most rapid precipitation can be achieved by seeding the solution with a desired phase. Without seeding, rapid precipitation can be achieved by rapidly increasing the pH of the water, which results in more amorphous constituents.
  • silica When silica is present, the more rapid the reaction rate, the more silica is incorporated with the carbonate precipitate. The higher the pH is, the more rapid the precipitation is and the more amorphous the precipitate is.
  • a set of precipitation conditions to produce a desired precipitate from a water include, in certain embodiments, the water's temperature and pH, and in some instances the concentrations of additives and ionic species in the water. Precipitation conditions may also include factors such as mixing rate, forms of agitation such as ultrasonics, and the presence of seed crystals, catalysts, membranes, or substrates. In some embodiments, precipitation conditions include supersaturated conditions, temperature, pH, and/or concentration gradients, or cycling or changing any of these parameters.
  • the protocols employed to prepare carbonate compound precipitates according to the invention may be batch or continuous protocols. It will be appreciated that precipitation conditions may be different to produce a given precipitate in a continuous flow system compared to a batch system.
  • [00172 J C0 2 charging and carbonate compound precipitation may occur in a continuous process or at separate steps. As such, charging and precipitation may occur in the same reactor of a system, e.g., as illustrated in Fig. 1 at step 20, according to certain embodiments of the invention. In yet other embodiments of the invention, these two steps may occur in separate reactors, such that the water is first charged with CO2 in a charging reactor and the resultant C0 2 charged water is then subjected to precipitation conditions in a separate reactor.
  • the methods further include contacting the volume of water that is subjected to the mineral precipitation conditions with C0 2 .
  • Contact of the water with the C0 2 may occur before and/or during the time when the water is subjected to C0 2 precipitation conditions.
  • embodiments of the invention include methods in which the volume of water is contacted with C0 2 prior to subjecting the volume of salt water to mineral precipitation conditions.
  • embodiments of the invention include methods in which the volume of salt water is contacted with the C0 2 while the volume of salt water is being subjected to carbonate compound precipitation conditions.
  • Embodiments of the invention include methods in which the volume of water is contacted with the C0 2 both prior to subjecting the volume of salt water to carbonate compound precipitation conditions and while the volume of salt water is being subjected to carbonate compound precipitation conditions.
  • the same water may be cycled more than once, wherein a first cycle of precipitation removes primarily calcium carbonate and magnesium carbonate minerals, and leaves remaining alkaline water to which other divalent cations may be added, that can have more carbon dioxide cycled through it, precipitating more carbonate compounds.
  • compositions made up of the precipitate and the mother liquor may be stored for a period of time following precipitation and prior to further processing.
  • the composition may be stored for a period of time ranging from 1 to 1000 days or longer, such as 1 to 10 days or longer, at a temperature ranging from 1 to 40°C, such as 20 to 25°C.
  • the resultant precipitated carbonate compound composition is separated from the mother liquor to produce separated calcium carbonate compound precipitate product, as illustrated at step 40 of Fig. 1.
  • the slurry components are separated.
  • Embodiments may include treatment of the mother liquor, where the mother liquor may or may not be present in the same composition as the product.
  • the mother liquor may be contacted with a gaseous source of C0 2 in a manner sufficient to increase the concentration of carbonate ion present in the mother liquor. Contact may be conducted using any convenient protocol, such as those described above.
  • the mother liquor has an alkaline pH
  • contact with the C0 2 is carried out in a manner sufficient to reduce the pH to a range between 5 and 9, e.g., 6 and 8.5, including 7.5 to 8.2.
  • the treated brine may be contacted with the C0 2 , e.g., as described above, to sequester further C0 2 .
  • the mother liquor may be contacted with the C0 2 in a manner sufficient to increase the concentration of carbonate ion present in the mother liquor. Contact may be conducted using any convenient protocol, such as those described above.
  • the mother liquor has an alkaline pH
  • contact with the C0 2 source is carried out in a manner sufficient to reduce the pH to a range between 5 and 9, e.g., 6 and 8.5, including 7.5 to 8.2.
  • the resultant mother liquor of the reaction may be disposed of using any convenient protocol. In certain embodiments, it may be sent to a tailings pond for disposal 42. In certain embodiments, it may be disposed of in a naturally occurring body of water, e.g., ocean, sea, lake or river. In certain embodiments, the mother liquor is returned to the source of feedwater for the methods of invention, e.g., an ocean or sea. Alternatively, the mother liquor may be further processed, e.g., subjected to desalination protocols, as described further in United States Application Serial No. 12/163,205, filed June 27, 2008; the disclosure of which is herein incorporated by reference.
  • the resultant product is separated from the mother liquor to produce separated calcium carbonate composition. Separation of the product can be achieved using any convenient approach, including a mechanical approach, e.g., where bulk excess water is drained from the product, e.g., either by gravity alone or with the addition of vacuum, mechanical pressing, by filtering the product from the mother liquor to produce a filtrate, etc. Separation of bulk water produces, in certain embodiments, a wet, dewatered precipitate.
  • Dewatered precipitation material may comprise at least 10%, 40%, 50%, 75%, or 90% (w/w) or (w/v) solids (e.g.
  • a concentrated composition of precipitation material or the concentrated composition containing calcium carbonate may comprise at least 20% solids and less than 90% solids, at least 25% solids and less than 90% solids, or at least 30% solids and less than 90% solids.
  • Process water i.e., water used for processing C0 2 to produce precipitation material comprising carbonates, bicarbonates, or a mixture of carbonates and bicarbonates
  • mix water e.g., admixture solution
  • a slurry comprising precipitation material may be dewatered such that the watenprecipitation material is less than 0.7, 0.6, 0.5, 0.4, 0.3, 0.2, or 0.1.
  • a slurry comprising precipitation material e.g., carbonates, bicarbonates, or a mixture of carbonates or bicarbonates
  • the resultant dewatered precipitate (may be used directly as the composition comprising carbonate) is then dried to produce the composition comprising calcium carbonate, as illustrated at step 60 of Fig. 1. Drying can be achieved by air drying the filtrate. Where the filtrate is air dried, air drying may be at room or elevated temperature. In yet another
  • the precipitate is spray dried to dry the precipitate, where the liquid containing the precipitate is dried by feeding it through a hot gas (such as the gaseous waste stream from the power plant), e.g., where the liquid feed is pumped through an atomizer into a main drying chamber and a hot gas is passed as a co-current or counter-current to the atomizer direction.
  • a hot gas such as the gaseous waste stream from the power plant
  • the drying station may include a filtration element, freeze drying structure, spray drying structure, etc.
  • air drying may be at room or elevated temperature. Elevated temperatures, in some embodiments, may be greater than room temperature, such as greater than 20 °C, 30 °C, 40 °C, 50 °C, 60 °C, 70 °C, 80 °C, 90 °C, 100 °C, 1 10 °C, 120 °C, 150 °C, 200 °C, or 250 °C.
  • precipitation material may be dried at greater than 25 °C and less than 100 °C, greater than 35 °C and less than 90 °C, greater than 35 °C and less than 90 °C, greater than 50 °C and less than 90 °C, and greater than 60 °C and less than 85 °C.
  • Precipitation material that has been dried may be more than 80%, 85%, 90%, 95%, 99%, or 99.9% (w/w) or (w/v) solids.
  • precipitation material that has been dried may be more than 80% and less than 99.9% solids, more than 85% and less than 99.9% solids, or more than 95% and less than 99.9% solids.
  • the dewatered precipitate product from the separation reactor 40 may be washed before drying, as illustrated at optional step 50 of Fig. 1.
  • the precipitate may be washed with freshwater, e.g., to remove salts (such as NaCl) from the dewatered precipitate.
  • Used wash water may be disposed of as convenient, e.g., by disposing of it in a tailings pond, etc.
  • the dried precipitate may be used directly as the composition comprising carbonate
  • the precipitate product may be refined, e.g., to provide for desired physical characteristics, such as particle size, surface area, etc., or to add one or more components to the precipitate, to produce the composition comprising calcium carbonate 80.
  • the precipitate product is refined (i.e., processed) in some manner prior to subsequent use. Refinement may include a variety of different protocols.
  • the product is subjected to mechanical refinement, e.g., grinding, in order to obtain a product with desired physical properties, e.g., particle size, etc.
  • the vaterite containing carbonate composition may be optionally activated by refining, milling, aging, and/or curing, e.g., to provide for desired physical characteristics, such as activation, particle size, surface area, zeta potential, etc.
  • the vaterite containing carbonate composition may also be activated by adding an aragonite seed, inorganic additive or organic additive. Further, one or more components may be added to the composition, such as the aggregate, e.g. sand and/or rocks etc., to produce the cementitious composition of the invention 90.
  • the product may be subjected to mechanical refinement in order to obtain a product with desired physical properties (e.g., particle size, etc.).
  • Grinding the precipitation material may be effected by any conventional grinder, including, but not limited to a ball mill, a rod mill, an autogenous mill, a semi-autogenous grinding (SAG) mill, a pebble mill, a high pressure grinding roll, a buhrstone mill, a vertical shaft impactor mill (VSI mill), a tower mill, and a vibratory mill.
  • the mean particle size of particles in precipitation material described herein may be at least 0.1 , .05, 1, 5, 10, 15, 20, 25, 30, 35, 40, 45, 50, 75, 100, 150, 200, 250, 300, 350, 400, 450, 500, 600, 700, 800, 900, or 1000 microns.
  • Combinations of the foregoing ranges may also be used to describe the mean particle size of precipitation material.
  • the product may be utilized to produce aggregates (as illustrated in Fig. 1).
  • the resultant precipitation material may be prepared as an aggregate, with or without drying the powders.
  • the precipitation material may be combined with fresh water in a manner sufficient to cause the precipitation material to set and harden and form a solid product, where the metastable carbonate compounds present in the precipitation material have converted to a form that is stable in fresh water.
  • the cement thus formed may be chopped to form the aggregate.
  • This aggregate (or aggregate from other sources) may be mixed with the composition containing calcium carbonate to form the cementitious compostion of the invention.
  • the precipitation material may be irrigated in a convenient fashion with fresh water, or allowed to be rained on naturally or order to produce the set product.
  • the set product may then be mechanically processed as described above.
  • the precipitation material may be processed to produce the desired aggregate.
  • the precipitation material may be mechanically spread in a uniform manner using a belt conveyor and highway grader onto a compacted earth surface to a depth of interest, e.g., up to twelve inches, such as 1 to 12 inches, including 6 to 12 inches.
  • the spread material may then be irrigated with fresh water at a convenient rate, e.g., of one/half gallon of water per cubic foot of precipitation material.
  • the material may then be compacted using multiple passes with a steel roller, such as those used in compacting asphalt.
  • the surface may be re-irrigated on a weekly basis until the material exhibits the desired chemical and mechanical properties, at which point the material may be mechanically processed into aggregate by crushing.
  • the calcium carbonate compound precipitation material once separated from the mother liquor, may be washed with fresh water, then placed into a filter press to produce a filter cake with 30-60% solids.
  • This filter cake may then be mechanically pressed in a mold, using any convenient means, e.g., a hydraulic press, at adequate pressures, e.g., ranging from 5 to 1000 psi, such as 1 to 200 psi, to produce a formed solid, e.g., a rectangular brick.
  • These resultant solids may then be cured, e.g., by placing outside and storing, by placing in a chamber within which they are subjected to high levels of humidity and heat, etc.
  • the cementitious compositions of the invention comprising the composition comprising calcium carbonate and the aggregate may be contacted with water when the cementitious compositions sets and hardens to form cement.
  • vaterite transforms to aragonite and binds with the aggregate to give high compressive strength.
  • the cementitious composition of the invention after mixing in the water is poured into the molds designed to make one or more of the pre-formed building material. The composition is then allowed to set and harden into the pre-formed or pre-cast material.
  • the amorphous calcium carbonate (ACC) and/or vaterite present in the composition comprising carbonate when comes into contact with water may precipitate and transform into one or more of its stable phases (aragonite and/or calcite). Accordingly, in some embodiments, after contacting the cementitious or the concrete composition with water, the vaterite converts to aragonite and the composition sets and hardens into cement.
  • ACC can transform to vaterite and may not transform to aragonite or calcite; or ACC can transform to vaterite and then directly to calcite, skipping the aragonite form; or alternatively, ACC can transform to vaterite and then to aragonite without transforming to calcite.
  • the vaterite containing compositions transform to aragonite after dissolution and reprecipitation. During this transformation, excesses of energy are released, as exhibited by Fig. 4. This intrinsic energy may be harnessed to create a strong aggregation tendency and surface interactions that may lead to agglomeration and cementing. It is to be understood that the values reported in Fig. 4 are well known in the art and may vary.
  • the transformation between calcium carbonate polymorphs may occur via solid- state transition or may be solution mediated.
  • the transformation is solution-mediated because it may require less energy than the thermally activated solid-state transition.
  • the solution-mediated transformation is environmentally conscious and more applicable to a cementing application. Vaterite is metastable and the difference in
  • thermodynamic stability of calcium carbonate polymorphs may be manifested as a difference in solubility, where the least stable phases are the most soluble (Ostwald, supra.). Therefore, vaterite may dissolve readily in solution and transform favorably towards a more stable polymorph: aragonite.
  • the driving force for the formation of a particular calcium carbonate polymorph or combination of polymorphs is the change in Gibbs free energy from a
  • the composition of the invention is treated with the aqueous medium under one or more suitable conditions.
  • the compositions of the invention after combining with water set and harden into cement and may be also called settable compositions.
  • Settable compositions may be produced by combining the concrete composition and water, either at the same time or by pre-combining a calcium carbonate composition with aggregate, and then combining the resultant dry components with water.
  • the aqueous medium includes, but is not limited to, fresh water optionally containing sodium chloride, calcium chloride, magnesium chloride, or combination thereof or aqueous medium may be brine.
  • aqueous medium is fresh water.
  • the one or more suitable conditions include, but are not limited to, temperature, pressure, time period for setting, a ratio of the aqueous medium to the composition, and combination thereof.
  • the temperature may be related to the temperature of the aqueous medium. In some embodiments, the temperature is in a range of 0-1 10°C; or 0-60°C; or 0-40°C; or 25- 100°C; or 25-50°C; or 37-100°C; or 37-60°C.
  • the pressure is atmospheric pressure or above atm. pressure.
  • the time period for setting the cement product is 30 min. to 48 hrs; or 30 min. to 24 hrs; or 30 min. to 12 hrs; or 30 min. to 8 hrs; or 30 min. to 4 hrs; or 30 min. to 2 hrs; 2 to 48 hrs; or 2 to 24 hrs; or 2 to 12 hrs; or 2 to 8 hrs; or 2 to 4 hrs; 5 to 48 hrs; or 5 to 24 hrs; or 5 to 12 hrs; or 5 to 8 hrs; or 5 to 4 hrs; or 5 to 2 hrs; 10 to 48 hrs; or 10 to 24 hrs; or 24 to 48 hrs.
  • the ratio of the aqueous medium to the dry components or to the composition is 0.1- 10; or 0.1-8; or 0.1 -6; or 0.1 -4; or 0.1 -2; or 0.1 - 1 ; or 0.2- 10; or 0.2-8; or 0.2-6; or 0.2-4; or 0.2-2; or 0.2-1 ; or 0.3-10; or 0.3-8; or 0.3-6; or 0.3-4; or 0.3-2; or 0.3-1 ; or 0.4-10; or 0.4-8; or 0.4-6; or 0.4-4; or 0.4-2; or 0.4-1 ; or 0.5-10; or 0.5-8; or 0.5-6; or 0.5-4; or 0.5-2; or 0.5-1 ; or 0.6-10; or 0.6-8; or 0.6-6; or 0.6-4; or 0.6-2; or 0.6-1 ; or 0.8-10; or 0.8-8; or 0.8-6; or 0.8-4; or 0.8-2; or
  • the composition may be rinsed with fresh water to remove halite or the chloride content from the composition.
  • the chloride may be undesirable in some applications, for example, in aggregates intended for use in concrete since the chloride may have a tendency to corrode rebar.
  • the rinsing of the slurry or the composition with water may cause the vaterite in the composition to shift to more stable forms such as aragonite and result in the cemented material.
  • the cementing composition can be kept in the saltwater until before use and is rinsed with fresh water that may remove the halite from the composition and facilitate the formation of the cemented material.
  • the composition may be subjected to high shear mixer. After mixing, the composition may be dewatered again and placed in pre-formed molds to make formed building materials. Alternatively, the composition may be mixed with water and is allowed to set. The composition sets over a period of days and is then placed in the oven for drying, e.g., at 40°C, or from 40°C-60°C, or from 40°C- 50°C, or from 40°C-100°C, or from 50°C-60°C, or from 50°C-80°C, or from 50°C-100°C, or from 60°C-80°C, or from 60°C-100°C.
  • composition is then subjected to curing at high temperature, such as, from 50°C-60°C, or from 50°C-80°C, or from 50°C-100°C, or from 60°C- 80°C, or from 60°C-100°C, or 60°C, or 80°C-100°C, in high humidity, such as, in 30%, or 40%, or 50%, or 60% humidity.
  • high temperature such as, from 50°C-60°C, or from 50°C-80°C, or from 50°C-100°C, or from 60°C- 80°C, or from 60°C-100°C, or 60°C, or 80°C-100°C, in high humidity, such as, in 30%, or 40%, or 50%, or 60% humidity.
  • a benefit of the use of a precipitated calcium carbonate as clinker replacement is that it is generally more pure than mined limestone.
  • impurities in the limestone limit the use of that limestone to less than the full allowed amount, due to impurities which reduce the properties of the resultant Portland cement.
  • ability to use local mined limestone is limited to perhaps 2.0%.
  • the utilization of a carbon- sequestering precipitated calcium carbonate at 5% would result in an improvement in carbon footprint reduction of 5.2%, from 2.0% to 7.2%.
  • the cement product produced by the methods described above may be an aggregate or building material or a pre-cast material or a formed building material. These materials have been described herein.
  • the invention provides systems configured to perform the methods of the invention.
  • a system that includes a cement producing station that is configured to accept the calcium carbonate composition of the invention is provided.
  • the cement producing station may be a mixing tank, pipe or a conduit.
  • an aggregate source is provided which provides the aggregate to the system.
  • the system accepts calcium carbonate composition from the cement producing station and aggregate from the aggregate source and produces a cementitious composition suitable for structural building applications.
  • the cement producing station is configured to produce the composition comprising calcium carbonate using carbon dioxide from a carbon dioxide source, alkaline solution from an alkali source or proton removing agent source, and divalent cations from a divalent cation source.
  • the system further includes an alkali source operably connected to the cement producing station configured to electrochemically produce the alkaline solution.
  • a system such as system illustrated in Fig. 5 is provided for processing carbon dioxide, wherein the system comprises a processor (1 10) and a treatment system (120) configured for an aqueous-based process for processing carbon dioxide from a source of carbon dioxide (130), using a source of proton-removing agents (140) and/or a source of divalent cations (150).
  • the source of carbon dioxide optionally comprises one or more additional components to carbon dioxide.
  • the system further comprises an electrochemical system (160), and the processor, the treatment system, and the electrochemical system may be operably connected for recirculating a portion of treatment system supernatant.
  • the processor of such carbon-dioxide processing systems may comprise a contactor such as a gas-liquid or a gas-liquid-solid contactor, wherein the contactor is configured for charging an aqueous solution or slurry with carbon dioxide to produce a carbon dioxide- charged composition, which composition may be a solution or slurry.
  • the contactor is configured to produce compositions from the carbon dioxide, such as from solvated or hydrated forms of carbon dioxide (e.g., carbonic acid, bicarbonates, carbonates), wherein the compositions comprise carbonates, bicarbonates, or carbonates and bicarbonates.
  • the processor may further comprise a reactor configured to produce compositions comprising carbonates, bicarbonates, or carbonates and bicarbonates from the carbon dioxide.
  • the processor may further comprise a settling tank configured for settling compositions comprising precipitation material comprising carbonates, bicarbonates, or carbonates and bicarbonates.
  • the processor of carbon dioxide-processing systems of the invention may be configured to receive treatment system supernatant or an electrochemical system stream in the contactor (e.g., gas-liquid contactor, gas-liquid-solid contactor), the reactor, a combination of the contactor and the reactor, or in any other unit or combination of units in the processor.
  • the processor may further include any of a number of different components, including, but not limited to, temperature regulators (e.g., configured to heat the precipitation reaction mixture to a desired temperature); chemical additive components (e.g., for introducing chemical proton-removing agents such as hydroxides, metal oxides, or fly ash); electrochemical components (e.g., cathodes/anodes); components for mechanical agitation and/or physical stirring mechanisms; and components for recirculation of industrial plant flue gas through the precipitation plant.
  • Processor may also contain components configured for monitoring one or more parameters including, but not limited to, internal reactor pressure, pH, precipitation material particle size, metal-ion concentration, conductivity, alkalinity, and pC0 2 .
  • Processor, in step with the entire precipitation plant may operate as batch wise, semi-batch wise, or continuously.
  • Processor may further include an output conveyance for slurry comprising precipitation material or separated supernatant.
  • the output conveyance may be configured to transport the slurry or supernatant to a tailings pond for disposal or a naturally occurring body of water, e.g., ocean, sea, lake, or river.
  • systems may be configured to allow for the slurry or supernatant to be employed as a coolant for an industrial plant by a line running between the precipitation system and the industrial plant.
  • the precipitation plant may be co-located with a desalination plant, such that output water from the precipitation plant is employed as input water for the desalination plant.
  • the systems may include a conveyance (i.e., duct) where the output water (e.g., slurry or supernatant) may be directly pumped into the desalination plant.
  • the treatment system of such carbon dioxide-processing systems may comprise a dewatering system and/or a filtration system and/or drying system.
  • the dewatering system, the filtration system, or a combination of the dewatering system and the filtration system may be configured to provide at least a portion of supernatant to the processor for processing carbon dioxide, to the electrochemical system, or both.
  • the treatment system may also be configured to provide at least a portion of supernatant to a washing system configured to wash compositions of the invention, wherein the compositions comprise precipitation material (e.g., CaCC>3, MgCC>3, or combinations thereof).
  • the carbon dioxide-processing system may be configured to provide at least a portion of the supernatant to a system (e.g., desalination plant) or process (e.g., desalination) external to the carbon-dioxide processing system.
  • a system of the invention may be operably connected to a desalination plant such that the system provides at least a portion of treatment system supernatant to the desalination plant for desalination.
  • the processor-produced composition may be provided to any of a number of treatment system sub-systems, which sub-systems include, but are not limited to, dewatering systems, filtration systems, or dewatering systems in combination with filtration systems, wherein treatment systems, or a sub-systems thereof, separate supernatant from the composition to produce a concentrated composition (e.g., the concentrated composition is more concentrated with to respect to carbonates, bicarbonates, or carbonates and carbonates).
  • the dewatering system may include a liquid-solid separator for separating precipitation material from precipitation reaction mixture.
  • the liquid-solid separator may achieve separation of precipitation material from precipitation reaction mixture by draining (e.g., gravitational sedimentation of the precipitation material followed by draining), decanting, filtering (e.g., gravity filtration, vacuum filtration, filtration using forced air), centrifuging, pressing, or any combination thereof.
  • At least one liquid-solid separator is operably connected to the processor such that precipitation reaction mixture may flow from the processor to the liquid- solid separator. Any of a number of different liquid-solid separators may be used in
  • the precipitation reaction mixture may flow directly to the liquid-solid separator, or the precipitation reaction mixture may be pre-treated.
  • the system may also include a washer where bulk dewatered precipitation material from liquid-solid separator is washed (e.g., to remove salts and other solutes from the precipitation material), prior to drying at the drying station.
  • the treatment system may include a dryer for drying the precipitation material comprising carbonates (e.g., calcium carbonate, magnesium carbonate), bicarbonates, or a combination thereof produced in the processor.
  • the dryer may include a filtration element, freeze-drying structure, spray-drying structure, or the like.
  • the system may include a conveyer (e.g., duct) from the industrial plant that is connected to the dryer so that heat from the C0 2 -containing gas (i.e., industrial plant flue gas) may be contacted directly with the wet precipitation material in the drying stage.
  • a conveyer e.g., duct
  • the dried precipitation material may undergo further processing (e.g., grinding, milling) in refining station in order to obtain desired physical properties.
  • One or more components may be added to the precipitation material during refining if the precipitation material is to be used as a building material.
  • Recirculation of treatment system supernatant may be advantageous as recirculation may provide efficient use of available resources; minimal disturbance of surrounding environments; and reduced energy requirements, which may provide lower carbon footprints for systems and methods provided herein.
  • a carbon dioxide-processing system of the invention is operably connected to an industrial plant (e.g., fossil fuel-fired power plant such as coal-fired power plant) and utilizes power generated at the industrial plant, reduced energy requirements provided by recirculation of treatment system supernatant provide for a reduced parasitic load on the industrial plant.
  • the parasitic load of carbon dioxide-processing systems of the invention may be further reduced by efficient use of other resources.
  • the parasitic load of carbon dioxide-processing systems of the invention may be further reduced by efficient use of heat from an industrial source.
  • heat from the industrial source of carbon dioxide e.g., flue gas heat from a coal-fired power plant
  • a spray dryer may be used for spray drying the composition.
  • low-grade waste heat may be utilized by means of a heat exchanger to evaporatively spray dry the composition comprising the precipitation material.
  • compositions of the invention allow for simultaneous cooling of the industrial source of carbon dioxide (e.g., flue gas from a coal-fired power plant), which enhances dissolution of carbon dioxide, a process which is inversely related to temperature.
  • the industrial source of carbon dioxide e.g., flue gas from a coal-fired power plant
  • the parasitic load of carbon dioxide-processing systems of the invention may be further reduced by efficient use of pressure.
  • carbon dioxide-processing systems of the invention are configured with an energy recovery system.
  • energy recovery systems are known, for example, in the art of desalination and operate by means of pressure exchange.
  • carbon dioxide-processing systems of the invention configured for recirculation, heat exchange, and/or pressure exchange may reduce the parasitic load on power-providing industrial plants while maintaining carbon dioxide processing capacity.
  • the gaseous waste stream may be provided by the industrial plant to the C0 2 - processing system of the invention in any convenient manner that conveys the gaseous waste stream.
  • the waste gas stream is provided with a gas conveyor (e.g., a duct, pipe, etc.) that runs from flue or analogous structure of the industrial plant (e.g., a flue of the industrial plant) to one or more locations of the CC ⁇ -processing system.
  • a line e.g., a duct, pipe, etc.
  • a line may be connected to the flue of the industrial plant such that gas leaving through the flue is conveyed to the appropriate location(s) of the C0 2 -processing system (e.g., processor or a component thereof, such as a gas-liquid contactor or gas-liquid-solid contactor).
  • the location of the gas conveyor on the industrial plant may vary, for example, to provide a waste gas stream of a desired temperature.
  • the flue gas may be obtained at the exit point of the boiler, gas turbine, kiln, or at any point of the power plant that provides the desired temperature.
  • the gas conveyor may be configured to maintain flue gas at a temperature above the dew point (e.g., 125 °C) in order to avoid condensation and related complications.
  • Other steps may be taken to reduce the adverse impact of condensation and other deleterious effects, such as employing ducting that is stainless steel or fluorocarbon (such as
  • the cementitious compositions provided herein find use in a variety of different applications, particularly as building or construction materials.
  • Specific structures in which the settable compositions find use include, but are not limited to: pavements, architectural structures, e.g., buildings, foundations, motorways/roads, overpasses, parking structures, brick/block walls and footings for gates, fences and poles, bridges, foundations, levees, dams.
  • Mortars find use in binding construction blocks, e.g., bricks, together and filling gaps between construction blocks. Mortars can also be used to fix existing structure, e.g., to replace sections where the original mortar has become compromised or eroded, among other uses.
  • compositions, methods and systems find use in reducing the amount of C0 2 that is generated in producing buildings and then operating buildings.
  • the methods can reduce C0 2 generation in production of building materials, e.g., concrete.
  • the methods can reduce C0 2 emission in power generation, which reduces C0 2 emissions connected with operating a building during its life.
  • compositions, methods and systems find use in C0 2 sequestration, particularly via sequestration in the built environment.
  • Sequestering C0 2 comprises removal or segregation of C0 2 from the gaseous stream, such as a gaseous waste stream, and fixating it into a stable non-gaseous form so that the C0 2 cannot escape into the atmosphere.
  • C0 2 sequestration comprises the placement of C0 2 into a storage stable form, e.g., a component of the built environment, such as a building, road, dam, levee, foundation, etc.
  • storage stable form is meant a form of matter that may be stored above ground or underwater under exposed conditions (i.e., open to the atmosphere, underwater environment, etc.) without significant, if any, degradation for extended durations, e.g., 1 year or longer, 5 years or longer, 10 years or longer, 25 years or longer, 50 years or longer, 100 years or longer, 250 years or longer, 1000 years or longer, 10,000 years or longer, 1 ,000,000 years or longer, or even 100,000,000 years or longer.
  • the above-ground storage stable forms may be storage stable under a variety of different environment conditions, e.g., from temperatures ranging from -100 °C to 600 °C, humidity ranging from 0 to 100%, where the conditions may be calm, windy, turbulent or stormy.
  • the below water storage stable forms are similarly stable to with respect to underwater environment conditions.
  • Embodiments of the methods may be used to capture the waste C0 2 of industrial processes, e.g., power generation, cement production, chemical production, paper and steel mills, etc.
  • Materials produced in accordance with this disclosure used one or more of the following analytical instruments and/or methods for characterization.
  • the following analytical instrumentation and methods of use thereof may be used to characterize materials produced in accordance with description provided herein.
  • BET Brunauer-Emmett-Teller
  • SSA Specific Surface Area
  • BET method Brunauer-Emmett-Teller
  • SSA of dry samples was measured with a Micromeritics TristarTM II 3020 Specific Surface Area and Porosity Analyzer after preparing the sample with a FlowprepTM 060 sample degas system. Briefly, sample preparation involved degassing approximately 1.0 g of dry sample at an elevated temperature while exposed to a stream of dinitrogen gas to remove residual water vapor and other adsorbants from the sample surfaces.
  • the purge gas in the sample holder was subsequently evacuated and the sample cooled before being exposed to dinitrogen gas at a series of increasing pressures (related to adsorption film thickness). After the surface was blanketed, the dinitrogen was released from the surface of the particles by systematic reduction of the pressure in the sample holder. The desorbed gas was measured and translated to a total surface area measurement.
  • Particle Size Analysis Particle size analysis and distribution were measured using static light scattering. Dry particles were suspended in isopropyl alcohol and analyzed using a Horiba Particle Size Distribution Analyzer (Model LA-950V2) in dual wavelength/laser configuration. Mie scattering theory was used to calculate the population of particles as a function of size fraction, from 0.1 mm to 1000 mm.
  • Powder X-ray Diffraction Powder x-ray diffraction was undertaken with a Rigaku MiniflexTM (Rigaku) to identify crystalline phases and estimate mass fraction of different identifiable sample phases. Dry, solid samples were hand-ground to a fine powder and loaded on sample holders.
  • the X-ray source was a copper anode (Cu ka), powered at 30 kV and 15 raA. The X-ray scan was run over 5-90 °20, at a scan rate of 2 °20 per min, and a step size of 0.01 °20 per step.
  • the X-ray diffraction profile was analyzed by Rietveld refinement using the X-ray diffraction pattern analysis software JadeTM (version 9, Materials Data Inc. (MDI)).
  • FT-IR Fourier Transform Infrared
  • SEM Scanning Electron Microscopy
  • SEM was performed using a Hitachi SU-6600 field emission microscope capable of operation at accelerating voltages ranging from 0.5-30 kV at working pressures ranging from 10-8-300 Pa.
  • Available detectors include a SE, BSE, and ESED.
  • EDX analysis utilized an Oxford Instruments E CA EnergySEM 350 Energy Dispersive Microanalysis system with INCA X-ACT Analytical Drift Detector, having a detection range of Be-Pu and a resolution of 129 eV.
  • Sample preparation involves fixation to a stage by means of either a carbon-based adhesive or silver paint. Non-conductive samples are coated with a thin layer of either gold or carbon prior to analysis.
  • Chloride concentrations were determined with Chloride QuanTab® Test Strips (Product No. 2751340), having a testing range between 300-6000 mg chloride per liter solution measured in 100-200 ppm increments.
  • X-ray Fluorescence X-ray Fluorescence
  • XRF analyses of solid powder samples were performed using a Thermo Scientific ARL QUANT'X Energy-Dispersive XRF spectrometer, equipped with a silver anode X-ray source and a Peltier cooled Si(Li) X-ray detector. The samples were pressed into 31mm pellets using an aluminum sample cup. For each sample, three different spectra were gathered, each tailored for analysis of specific elements: the first using no X-ray filter at 4 kV, the second using a thin silver filter at 18 kV, and the third using a thick silver filter at 30 kV, all under vacuum conditions. Spectra were analyzed using WinTrace software, using a Fundamental Parameters analysis method attained from calibration with certified standard materials.
  • TGA Thermogravimetric Analysis
  • ICP-OES Inductively Coupled Plasma Optical Emission Spectrometry
  • the calcium carbonate composition was produced by the process described herein.
  • a hard brine solution was prepared by diluting concentrated CaCl 2 to 0.355 mol/L and subsequently Na 2 S0 4 was dissolved to a concentration of 0.0061 mol L in the hard brine solution.
  • Alkaline brine was prepared by absorbing C0 2 from raw flue gas from a natural gas power plant into a 1.382 mol/L NaOH solution, until the pH was between 10-1 1. The two solutions were mixed flowed into a mixed tank at rates of 8.17 gpm of hard brine solution and 3.88 gpm of alkaline solution.
  • the precipitated slurry was pumped out of the bottom of the tank at a rate that maintained a constant volume of 70 gallons in the tank (average liquid residence time in the tank was 5.8 min). The slurry was allowed to gravity settle, while continuously decanting. The concentrated slurry was then filter pressed and subsequently dried in a swirl fluidized dryer resulting in the calcium carbonate composition. Characterization of the calcium carbonate composition in terms of mineralogy, composition, and particle morphology and distribution are shown in Tables 1-3.
  • the calcium carbonate cement paste, mortar, and concrete formulations were formed, as illustrated in Table 4.
  • the formulations were in the forms of paste (100% cement or the calcium carbonate composition), mortar (cement and quartz sand), and concrete (cement, quartz sand and rocks).
  • the materials were mixed with 1% MgCl 2 solution at water-to-cement ratios ranging 0.3-0.5 in a Hobart mixer for 5 mins.
  • the mixed materials were then cast into 2x2x2 cubes and then cured in a 60°C, 100% RH chamber for 1 day. At 1 day of reaction, the test cubes had set with about 30% of the vaterite contained in the cement transformed to aragonite.
  • the cemented material was found to have 54 vol% porosity after the evaporation of the water, as illustrated in the SEM image of Fig. 6.
  • the formation of aragonitic needles is also evident in Fig. 6.
  • the SEM imaging showed that calcium carbonates containing vaterite after setting and hardening transformed to aragonite which acted as a binder to the sand, as illustrated in Fig. 7.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Compounds Of Alkaline-Earth Elements, Aluminum Or Rare-Earth Metals (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

L'invention concerne des compositions, des procédés et des systèmes pour des compositions à base de ciment contenant des compositions et de l'agrégat de carbonate de calcium. Les compositions peuvent s'utiliser dans un grand nombre d'applications, y compris dans un grand nombre de matériaux de construction et d'applications dans le bâtiment.
PCT/US2012/000498 2011-10-03 2012-10-03 Compositions de béton et procédés associés WO2013077892A2 (fr)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10287223B2 (en) 2013-07-31 2019-05-14 Calera Corporation Systems and methods for separation and purification of products
US10556848B2 (en) 2017-09-19 2020-02-11 Calera Corporation Systems and methods using lanthanide halide
CN113149539A (zh) * 2021-06-03 2021-07-23 金华职业技术学院 一种回收率高的再生混凝土制备方法
CN115925370A (zh) * 2023-02-01 2023-04-07 重庆理工大学 一种导电再生骨料混凝土及其制备方法与应用
CN116239324A (zh) * 2023-02-27 2023-06-09 武汉理工大学 一种碳酸钙水泥及其硬化方法和应用

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006075717A (ja) * 2004-09-09 2006-03-23 Nippon Steel Corp 炭酸ガスの利用方法
KR20100023813A (ko) * 2007-05-24 2010-03-04 칼레라 코포레이션 탄산염 화합물 조성물을 포함하는 수경 시멘트
US7922809B1 (en) * 2009-12-31 2011-04-12 Calera Corporation Methods and compositions using calcium carbonate

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006075717A (ja) * 2004-09-09 2006-03-23 Nippon Steel Corp 炭酸ガスの利用方法
KR20100023813A (ko) * 2007-05-24 2010-03-04 칼레라 코포레이션 탄산염 화합물 조성물을 포함하는 수경 시멘트
US7922809B1 (en) * 2009-12-31 2011-04-12 Calera Corporation Methods and compositions using calcium carbonate

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10287223B2 (en) 2013-07-31 2019-05-14 Calera Corporation Systems and methods for separation and purification of products
US10556848B2 (en) 2017-09-19 2020-02-11 Calera Corporation Systems and methods using lanthanide halide
CN113149539A (zh) * 2021-06-03 2021-07-23 金华职业技术学院 一种回收率高的再生混凝土制备方法
CN115925370A (zh) * 2023-02-01 2023-04-07 重庆理工大学 一种导电再生骨料混凝土及其制备方法与应用
CN115925370B (zh) * 2023-02-01 2024-03-15 重庆理工大学 一种导电再生骨料混凝土及其制备方法与应用
CN116239324A (zh) * 2023-02-27 2023-06-09 武汉理工大学 一种碳酸钙水泥及其硬化方法和应用

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