WO2023153259A1 - セメント、セメント組成物、セメント硬化物、及びセメント硬化物の製造方法 - Google Patents

セメント、セメント組成物、セメント硬化物、及びセメント硬化物の製造方法 Download PDF

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WO2023153259A1
WO2023153259A1 PCT/JP2023/002891 JP2023002891W WO2023153259A1 WO 2023153259 A1 WO2023153259 A1 WO 2023153259A1 JP 2023002891 W JP2023002891 W JP 2023002891W WO 2023153259 A1 WO2023153259 A1 WO 2023153259A1
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cement
mass
product
hardened
sio
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French (fr)
Japanese (ja)
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泰一郎 森
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Denka Co Ltd
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Denka Co Ltd
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Priority to US18/835,639 priority Critical patent/US20250136520A1/en
Priority to JP2023580178A priority patent/JP7804704B2/ja
Priority to CN202380017449.6A priority patent/CN118574796A/zh
Publication of WO2023153259A1 publication Critical patent/WO2023153259A1/ja
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    • 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
    • C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/02—Selection of the hardening environment
    • C04B40/0259—Hardening promoted by a rise in pressure
    • 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
    • C04B28/18—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 mixtures of the silica-lime type
    • C04B28/186—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 mixtures of the silica-lime type containing formed Ca-silicates before the final hardening step
    • C04B28/188—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 mixtures of the silica-lime type containing formed Ca-silicates before the final hardening step the Ca-silicates being present in the starting mixture
    • 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
    • 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
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00034—Physico-chemical characteristics of the mixtures
    • C04B2111/00215—Mortar or concrete mixtures defined by their oxide composition
    • 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
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/10—Compositions or ingredients thereof characterised by the absence or the very low content of a specific material

Definitions

  • the present invention relates to cement, cement compositions, hardened cement products, and methods for producing hardened cement products.
  • Patent Document 1 describes a technique of kneading ⁇ -2CaO ⁇ SiO 2 , a water-dispersible polymer, and water to provide a hardened cement body with high bending strength (claim 1).
  • Patent Document 1 attention is focused on the characteristics of ⁇ -2CaO SiO 2 that behaves as particles in an aquatic environment, and by using a water-dispersible polymer in combination, ⁇ -2CaO SiO 2 particles are lubricated or dispersed. It is described that it can impart plasticity (paragraph 0008) and achieve high bending strength properties (paragraph 0005).
  • the following cement, cement composition, hardened cement product, and method for producing the hardened cement product are provided.
  • a cement that hardens by a carbonation reaction a ⁇ crystal phase composed of ⁇ -2CaO.SiO 2 ( ⁇ -C 2 S); a ⁇ crystal phase composed of ⁇ -2CaO ⁇ SiO 2 ( ⁇ -C 2 S); 2CaO.Al 2 O 3 .SiO 2 (C 2 AS); including cement.
  • a cement composition comprising the cement according to any one of A cement composition, either cement paste, cement mortar or cement concrete. 10. 9. A cement composition according to A cement composition that does not contain Portland cement.
  • a hardened cement product which is a hardened product of the cement composition according to 1.
  • a method for producing a hardened cement product including a curing step. 13.
  • 14. 12. or 13 A method for producing a hardened cement product according to 9. during the curing step; or 10. 8. Compressing the cement composition according to 9. or 10. 3.
  • cement excellent in workability, compressive strength, storage stability, and temperature dependence cement excellent in workability, compressive strength, storage stability, and temperature dependence, a cement composition using the same, a hardened cement product, and a method for producing a hardened cement product are provided.
  • the cement of the present embodiment is a cement that hardens by a carbonation reaction, and includes a ⁇ crystal phase composed of ⁇ -2CaO.SiO 2 (hereinafter sometimes abbreviated as ⁇ -C 2 S) and ⁇ -2CaO ⁇ crystal phase composed of SiO 2 (hereinafter sometimes abbreviated as ⁇ -C 2 S) and 2CaO.Al 2 O 3 .SiO 2 (hereinafter sometimes abbreviated as C 2 AS) ,including.
  • cement can be used under predetermined conditions.
  • the reduction in workability and compressive strength is suppressed even when stored, and the reduction in workability and compressive strength is suppressed even under fluctuating temperature environments, preferably in low-temperature environments, that is, workability, compressive strength, etc. It has been found that the storage stability and temperature dependence of cement properties can be improved.
  • cement excellent in workability, compressive strength, storage stability, and temperature dependence can be realized.
  • the cement includes an inorganic calcined material containing at least ⁇ -C 2 S and at least one of ⁇ -C 2 S and C 2 AS.
  • the inorganic calcined product means a molded product or powder having a predetermined shape obtained by heating and calcining an inorganic raw material.
  • Crystal forms such as ⁇ -type, ⁇ -type, and ⁇ -type are known for ⁇ -C 2 S. They differ from each other in crystal structure and density. Among them, ⁇ -C 2 S, which is a ⁇ type, exerts a neutralization inhibitory effect. By applying forced carbonation with ⁇ -C 2 S, the densification of the cured cement can be enhanced.
  • ⁇ -C 2 S constitutes the ⁇ crystalline phase of cement.
  • the gamma crystalline phase may be included as an inorganic matrix in cement.
  • the lower limit of the content of ⁇ -C 2 S is, for example, 30 parts by mass or more, preferably 35 parts by mass or more, more preferably 40 parts by mass or more in 100 parts by mass of cement.
  • the upper limit of the content of ⁇ -C 2 S is, for example, 98 parts by mass or less, preferably 95 parts by mass or less, more preferably 93 parts by mass or less per 100 parts by mass of cement. Workability and compressive strength can be improved by setting such a range.
  • the cement may contain heterogeneous phases present in the ⁇ crystal phase.
  • the heterogeneous phase exists in at least one of the SEM images of the fracture surface of the cement, inside the crystal grains of the crystal body composed of the ⁇ crystal phase composed of ⁇ -C 2 S, or along the interface of the crystal grains. be.
  • one or two or more different phases may be included in the crystal grains.
  • the cement preferably contains C 2 AS as a component constituting the heterophase. Thereby, the carbonation rate can be further improved. Components other than C 2 AS may inevitably exist in the heterophase.
  • the lower limit of the content of C 2 AS is, for example, 0.5% by mass or more, preferably 1.0% by mass or more, more preferably 2.0% by mass or more with respect to 100% by mass of ⁇ -C 2 S. is. This can improve workability, compressive strength, storage stability, and temperature dependence.
  • the upper limit of the content of C 2 AS is, for example, 50% by mass or less, preferably 40% by mass or less, more preferably 30% by mass or less with respect to 100% by mass of ⁇ -C 2 S. Thereby, various characteristics can be balanced.
  • the presence of the heterophase and the content of the components constituting the heterophase can be controlled. It is possible. Among these, for example, using a raw material mixture containing CaO raw material, SiO2 raw material, Al2O3 raw material, using a rotary kiln with a furnace lining of high-purity aluminum bricks, Applying alumina mortar of a predetermined concentration to the surface, and appropriately adjusting conditions such as the firing temperature, dry pulverization, and granulation size, etc. can control the presence of the heterophase and the content of the components constituting the heterophase to the desired state. It is mentioned as an element to do.
  • each mineral composition in cement can be confirmed by general analysis methods.
  • the mineral composition can be quantified by confirming the mineral composition of the pulverized sample by the powder X-ray diffraction method and analyzing the data by the Rietveld method.
  • the mineral composition can be obtained by calculation based on the identification results of the chemical components and powder X-ray diffraction.
  • the cement may be constructed so that it does not contain Al 2 O 3 in the gamma crystalline phase. This can improve workability, compressive strength, storage stability, and temperature dependence.
  • the cement may further be configured to include a ⁇ crystalline phase composed of ⁇ -2CaO.SiO 2 .
  • the lower limit of the content of ⁇ -C 2 S is, for example, 1.0% by mass or more, preferably 2.0% by mass or more, more preferably 3.0% by mass with respect to 100% by mass of ⁇ -C 2 S. % or more. Thereby, compressive strength can be improved.
  • the upper limit of the content of ⁇ -C 2 S is, for example, 50% by mass or less, preferably 30% by mass or less, more preferably 20% by mass or less with respect to 100% by mass of ⁇ -C 2 S. . Thereby, the deterioration of condensation hardening can be suppressed.
  • Cement containing ⁇ -C 2 S may be constructed to include Al 2 O 3 in the ⁇ crystalline phase. This can improve workability, compressive strength, storage stability, and temperature dependence.
  • the cement may contain a glass phase and/or CaO.2Al 2 O 3 (hereinafter sometimes abbreviated as CA 2 ).
  • the lower limit of the content of the glass phase is, for example, 20% by mass or more, preferably 30% by mass or more, more preferably 40% by mass or more with respect to 100% by mass of ⁇ -C 2 S. This makes it possible to achieve a completely powdered cement.
  • the upper limit of the content of the glass phase is, for example, 120% by mass or less, preferably 100% by mass or less, more preferably 90% by mass or less with respect to 100% by mass of ⁇ -C 2 S. This makes it possible to achieve a completely powdered cement.
  • the lower limit of the content of CA 2 is, for example, 0.01% by mass or more, preferably 0.05% by mass or more, and more preferably 0.1% by mass or more with respect to 100% by mass of ⁇ -C 2 S. be. This makes it possible to achieve a completely powdered cement.
  • the upper limit of the content of CA 2 is, for example, 20% by mass or less, preferably 18% by mass or less, more preferably 15% by mass or less with respect to 100% by mass of ⁇ -C 2 S. This makes it possible to achieve a completely powdered cement.
  • a method for producing cement includes a step of firing a raw material mixture containing a CaO raw material, a SiO 2 raw material, and an Al 2 O 3 raw material, for example, in a kiln.
  • CaO raw material those commercially available as industrial raw materials may be used.
  • One or more selected from the group consisting of woody biomass combustion ash, fine powder generated from waste concrete mass, industrial waste such as concrete sludge, municipal waste incineration ash, and calcium carbonate produced by refining these industrial wastes may include Among these, slaked lime and byproduct slaked lime may be used.
  • SiO2 raw material those commercially available as industrial raw materials may be used, and examples thereof include silica stone, silica sand, quartz, and diatomaceous earth. These may be used alone or in combination of two or more. These materials may not be used if the necessary amount of SiO 2 is contained in the CaO raw material or the Al 2 O 3 raw material. For example, when coal ash containing SiO 2 is used as the CaO raw material, the above SiO 2 raw material may not be added.
  • coal ash is a general term for combustion ash obtained by burning coal, such as coal combustion ash discharged from a boiler of a thermal power plant.
  • Coal ash is, for example, ash generated from a coal-fired power plant, produced by pulverized coal combustion, and coal ash that is dropped and collected when passing through an air preheater or an economizer from the combustion gas of a combustion boiler. , coal ash collected by an electrostatic precipitator, and coal ash that has fallen to the bottom of a combustion boiler.
  • Al 2 O 3 raw material commercially available industrial raw materials may be used, and for example, one or more selected from the group consisting of bauxite, aluminum hydroxide, and aluminum residual ash may be included.
  • the aluminum residue ash may be mainly composed of aluminum hydroxide.
  • bauxite may be used.
  • These raw materials are mixed and pulverized to obtain a raw material mixture after being fired so that the composition ratio of minerals is predetermined.
  • the method of mixed pulverization is not particularly limited, and a dry pulverization method or a wet pulverization method can be applied.
  • a wet pulverization method it is necessary to perform dehydration treatment for subsequent granulation.
  • quicklime when used as a raw material, it is desirable to use a dry method.
  • the ⁇ -C 2 S/C 2 AS ratio in the cement can be controlled by adjusting the charging ratio of the raw materials.
  • the raw material mixture may be granulated before firing.
  • the granules are adjusted to an appropriate size, and may be, for example, 0.5 to 20.0 cm.
  • the firing temperature may be, for example, 1,200°C to 1,600°C, preferably 1,300°C to 1,550°C, more preferably 1,400°C to 1,450°C.
  • a kiln such as a rotary kiln can be used for firing.
  • a rotary kiln in which the bricks in the firing zone are made of high-purity alumina bricks having an Al 2 O 3 content of 99% or more in terms of mass may be used, and / or the firing zone of the rotary kiln may be used before firing.
  • Alumina mortar adjusted to an appropriate concentration may be applied to the inner surface of the brick.
  • Cement may be obtained as an inorganic calcined product (clinker) by calcining an inorganic raw material, or may be obtained as a powdery inorganic calcined product by pulverizing the clinker.
  • the cement composition of the present embodiment contains at least the cement described above, and may contain water and sand as necessary.
  • This cement composition is either cement paste, cement mortar or cement concrete.
  • cement paste includes cement and water
  • cement mortar includes cement, water and sand (fine aggregate)
  • cement concrete includes cement, water, aggregate (fine aggregate, coarse aggregate).
  • the amount of cement used varies depending on the purpose of use, but it is usually 1 to 90 parts by mass, preferably 2 to 80 parts by mass, more preferably 3 to 70 parts by mass per 100 parts by mass of the cement composition. .
  • "-" means including upper and lower limits unless otherwise specified.
  • the cement composition may be configured so as not to contain Portland cement such as normal, high early strength, ultra early strength, low heat, and moderate heat. That is, the cement of this embodiment can be used alone without being used in combination with Portland cement.
  • the amount of water used is not particularly limited, but usually the water/cement ratio in the cement composition is, for example, about 25 to 70% by mass, and may be 30 to 60% by mass.
  • the cement composition may include aggregates such as sand (fine aggregate) and gravel (coarse aggregate), expansive agents, rapid hardening agents, setting modifiers, water reducing agents, high performance water reducing agents, AE agent, AE water reducer, high performance AE water reducer, thickener, rust inhibitor, antifreeze agent, hydration heat inhibitor, polymer emulsion, clay minerals such as bentonite and montmorillonite, zeolite, hydrotalcite, and hydrocalma
  • ion exchangers such as ion exchangers, sulfates such as aluminum sulfate and sodium sulfate, phosphates, boric acid, etc. are used in combination to the extent that the object of the present invention is not substantially impaired. Is possible.
  • the kneading method is a commonly used method and is not particularly limited.
  • a mixing device any existing stirring device can be used, for example, a tilting mixer, an omnimixer, a V-shaped mixer, a Henschel mixer, a Nauta mixer, and the like can be used.
  • Cement and water can be mixed at the time of construction, or they can be partially or completely mixed in advance.
  • the cement of the present embodiment and the above cement composition containing cement have an air-hardening property that hardens by a carbonation reaction using a CO 2 -containing gas or the like.
  • a hardened cement product is obtained by hardening the cement composition.
  • An example of a method for producing a hardened cement product is curing in an environmental condition containing a CO2 - containing gas. Under environmental conditions of 0.1% to 90%, water vapor pressure of 3.0 hPa to 300 hPa, more preferably temperature of 15°C to 130°C, relative humidity of 20% to 70%, CO2 concentration of 0.5% or more A curing step of curing the cement composition under environmental conditions of 80% or less and a water vapor pressure of 5.0 hPa or more and 250 hPa or less.
  • the curing time in the curing process can be appropriately changed according to the application, but for example, it may be 1 hour or more and 90 hours or less, more preferably 3 hours or more and 80 hours or less.
  • the curing method is not particularly limited, and any curing method such as normal temperature/normal pressure curing, steam curing, high temperature/high pressure steam curing, and pressurized curing can be applied.
  • the cement composition is pressure-molded during the curing step, or the water slurry containing the cement composition is pressure-molded to obtain a pressure-molded product. Then, the pressure-molded product may be cured under the above environmental conditions.
  • the cement of the first example consists of a ⁇ crystal phase composed of ⁇ -2CaO.SiO 2 ( ⁇ -C 2 S) and a ⁇ crystal phase composed of ⁇ -2CaO.SiO 2 ( ⁇ -C 2 S). , 2CaO.Al 2 O 3 .SiO 2 (C 2 AS).
  • the cement of the second example contains a ⁇ crystal phase composed of ⁇ -2CaO.SiO 2 ( ⁇ -C 2 S) and 2CaO.Al 2 O 3 .SiO 2 (C 2 AS). It is cement.
  • the cement of the third example has a ⁇ crystal phase composed of ⁇ -2CaO.SiO 2 ( ⁇ -C 2 S) and a ⁇ crystal phase composed of ⁇ -2CaO.SiO 2 ( ⁇ -C 2 S). , is an air-hardening cement.
  • Silica stone silica fine powder, 99.3% by weight of SiO2 , 0.01% by weight of Al2O3 , 0.0% by weight of Fe2O3 , 0.0% by weight of CaO , 0.0% by weight of MgO 04 wt%, Na2O 0.02 wt%, K2O 0.3 wt%, SO3 0.04 wt%, loss on ignition (L.O.I.) 0.6 wt% .
  • Alumina 99.03 wt% Al2O3 , 0.14 wt% SiO2 , ⁇ 0.01 wt% Fe2O3 , ⁇ 0.01 wt% CaO , 0.06 wt% TiO2 % by weight, with a loss on ignition (L.O.I.) of 0.82% by weight.
  • cement A As a raw material containing CaO and SiO 2 , the above-mentioned by-product slaked lime and silica stone were blended so as to have the CaO/SiO 2 molar ratio shown in Table 1, and mixed and pulverized in a dry process to obtain a mixed raw material.
  • the obtained mixed raw material was granulated to produce granules having a diameter of about 1 cm to 2.5 cm.
  • the obtained granules are put into a rotary kiln in which the bricks in the firing zone are composed of high-purity alumina bricks (the Al 2 O 3 content is 99% or more in terms of mass), and the firing temperature is 1,400 ° C.
  • a pulverized clinker was synthesized in the process of firing and cooling to room temperature. The resulting clinker powder was used as cement A.
  • cement B, C A clinker with a mineral ratio shown in Table 1 was prepared in the same manner as Cement A except that the above alumina was used instead of silica stone and the CaO/SiO 2 molar ratio and Al 2 O 3 content shown in Table 1 were adopted. Powders were synthesized and used as cements B and C.
  • cement D A calcium carbonate powder with a purity of 99.0% by mass or more and a silicon oxide powder with a purity of 99.0% by mass or more are mixed so that the CaO/SiO 2 molar ratio is 2.0, and 1, It was heat-treated at 400° C. for 2 hours and slowly cooled in an electric furnace to synthesize ⁇ -C 2 S powder. The resulting ⁇ -C 2 S powder was used as Cement D. The ⁇ -C 2 S powder obtained here did not contain C 2 AS and C 12 A 7 as a solid solution.
  • Elemental surface analysis was performed using the obtained SEM image and an energy dispersive X-ray spectrometer (EDS).
  • EDS energy dispersive X-ray spectrometer
  • FIG. 1 shows an SEM image of the fractured surface of the cement A clinker
  • FIG. 2 shows an SEM image of the fractured surface of the cement B clinker.
  • arrow A white area
  • arrow B gray area
  • the obtained cement was evaluated based on the following evaluation items.
  • test method Using the mortar immediately after preparation (Sample A), workability, compressive strength (strength), storage stability and temperature dependence were measured as follows.
  • Test method - Workability: The flow value was measured in accordance with the flow test of JIS R 5201 under an environment of 20°C using Sample A (storage: 0 months) immediately after preparation.
  • Compressive strength (strength) Using sample A immediately after preparation (0 months of storage), in an environment of temperature 20 ° C., relative humidity 60% RH, CO 2 concentration 5%, water vapor pressure 9.2 hPa, JIS R 5201 The compressive strength at 28 days of material age was measured according to.
  • ⁇ Temperature dependence Using sample A (storage 0 months) immediately after preparation, workability and compressive strength were measured under the same conditions except that the test temperature was changed to 5 ° C., and measured in a 20 ° C. environment. A relative ratio of each test result in a 5° C. environment to each test result was determined.
  • the cements of Examples 1-3 are excellent in workability and compressive strength, and compared to Comparative Example 1, have high storage stability and low temperature dependence.
  • the cement of each of these examples can be suitably used as a cement that hardens by a carbonation reaction.

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PCT/JP2023/002891 2022-02-10 2023-01-30 セメント、セメント組成物、セメント硬化物、及びセメント硬化物の製造方法 Ceased WO2023153259A1 (ja)

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US18/835,639 US20250136520A1 (en) 2022-02-10 2023-01-30 Cement, cement composition, cured cement product, and method for producing cured cement product
JP2023580178A JP7804704B2 (ja) 2022-02-10 2023-01-30 セメント、セメント組成物、セメント硬化物、及びセメント硬化物の製造方法
CN202380017449.6A CN118574796A (zh) 2022-02-10 2023-01-30 水泥、水泥组合物、水泥硬化物、及水泥硬化物的制造方法

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JP2012153565A (ja) * 2011-01-26 2012-08-16 Denki Kagaku Kogyo Kk 建材用組成物及び炭酸化建材の製造方法
WO2014002727A1 (ja) * 2012-06-27 2014-01-03 電気化学工業株式会社 γ－２ＣａＯ・ＳｉＯ２の製造方法
US20200392043A1 (en) * 2017-10-09 2020-12-17 Hconnect 2 Gmbh Method for manufacturing binders hardening by hydration and carbonation
JP2022135892A (ja) * 2021-03-04 2022-09-15 太平洋セメント株式会社 クリンカ粉末及びその製造方法

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JPS6256342A (ja) * 1985-09-05 1987-03-12 太平洋セメント株式会社 ガラス繊維補強コンクリ−トの製造方法
JP2003212617A (ja) * 2002-01-25 2003-07-30 Denki Kagaku Kogyo Kk 炭酸化硬化体用の水硬性物質組成物及びそれを用いた炭酸化硬化体の製造方法
JP2004051424A (ja) * 2002-07-19 2004-02-19 Denki Kagaku Kogyo Kk セメント混和材及びセメント組成物
JP2004338983A (ja) * 2003-05-14 2004-12-02 Denki Kagaku Kogyo Kk ポルトランドセメントクリンカおよびそれを用いたセメント組成物
JP2012153565A (ja) * 2011-01-26 2012-08-16 Denki Kagaku Kogyo Kk 建材用組成物及び炭酸化建材の製造方法
WO2014002727A1 (ja) * 2012-06-27 2014-01-03 電気化学工業株式会社 γ－２ＣａＯ・ＳｉＯ２の製造方法
US20200392043A1 (en) * 2017-10-09 2020-12-17 Hconnect 2 Gmbh Method for manufacturing binders hardening by hydration and carbonation
JP2022135892A (ja) * 2021-03-04 2022-09-15 太平洋セメント株式会社 クリンカ粉末及びその製造方法

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