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FR2530614A1 - Process for the activation of the setting of hydraulic binders of pozzolanic nature. - Google Patents

Process for the activation of the setting of hydraulic binders of pozzolanic nature. Download PDF

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Publication number
FR2530614A1
FR2530614A1 FR8212869A FR8212869A FR2530614A1 FR 2530614 A1 FR2530614 A1 FR 2530614A1 FR 8212869 A FR8212869 A FR 8212869A FR 8212869 A FR8212869 A FR 8212869A FR 2530614 A1 FR2530614 A1 FR 2530614A1
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Prior art keywords
ash
activating
binder
mixture
setting
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Granted
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FR8212869A
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French (fr)
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FR2530614B3 (en
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Priority to FR8212869A priority Critical patent/FR2530614A1/en
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/08Slag cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B7/00Hydraulic cements
    • C04B7/12Natural pozzuolanas; Natural pozzuolana cements; Artificial pozzuolanas or artificial pozzuolana cements other than those obtained from waste or combustion residues, e.g. burned clay; Treating inorganic materials to improve their pozzuolanic characteristics
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B7/00Hydraulic cements
    • C04B7/14Cements containing slag
    • C04B7/147Metallurgical slag
    • C04B7/153Mixtures thereof with other inorganic cementitious materials or other activators
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B7/00Hydraulic cements
    • C04B7/24Cements from oil shales, residues or waste other than slag
    • C04B7/26Cements from oil shales, residues or waste other than slag from raw materials containing flue dust, i.e. fly ash
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/10Production of cement, e.g. improving or optimising the production methods; Cement grinding
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Combustion & Propulsion (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

Binders of hydraulic or pozzolanic nature, such as granulated steelmaking slags, fly ash from coal combustion and pozzolana, set in the presence of water and an activator. The activation according to the invention is produced by a mixture of sulphocalcium ash (containing lime and sulphates) - for example the ash from the Gardanne thermal power station in France - with a strong base such as NaOH and KOH and optionally an accelerator of the gypsum or similar type. The mechanical strengths of the materials obtained are considerably higher (curve B) than when using the conventional process for activating the same binders with lime (curve A).

Description

La présente invention a trait au domaine des liants hydrauliques et concerne plus spécialement un moyen d'activation de la prise de matériaux à pouvoir hydraulique tels que notamment des laitiers de haut-fourneau et d'acieries, des cendres volantes de combustion de charbon, des pouzzolanes naturelles et, d'une façon générale, tous ma- tériaux à pouvoir ou caractere pouzzolanique, c'est-àgdire faisant prise en présence d'eau et d'un agent activant. The present invention relates to the field of hydraulic binders and more specifically relates to a means of activating the setting of materials with hydraulic power such as in particular blast furnace slag and steelworks, fly ash for burning coal, natural pozzolans and, in general, all materials with pozzolanic power or character, that is to say setting in the presence of water and an activating agent.

Parmi les agents favorisant la prise pour les liants des types précités, les plus communement utilisés sont la chaux et la soude. On sait par exemple que, dans le cas de laitiers granulés, l'hy- dratation en milieu basique donne lieu à la formation de produits à durcissement rapide tels que l'aluminate tetracalcique dans le cas de la chaux et un mélange de ce dernier et de gelhenite lorsque l'activant est sodique,
Les résistances mécaniques des compositionsD tels que mortiers ou autres, obtenues par l'activation à la chaux sont interessantes mais ces dernieres sont envore plus élevées lorsqu'on met en oeuvre la soude ou des produits en contenant tels que silicates ou metasilicates de sodium, bien que l'emploi de tels agents sodiques entraient certaines sujétions.
Among the agents promoting the setting for binders of the aforementioned types, the most commonly used are lime and soda. It is known, for example, that in the case of granulated slag, hydration in basic medium gives rise to the formation of rapidly hardening products such as tetracalcium aluminate in the case of lime and a mixture of the latter and gelhenite when the activator is sodium,
The mechanical strengths of the compositions D such as mortars or the like, obtained by lime activation are interesting but the latter are even higher when using soda or products containing it such as sodium silicates or metasilicates, although that the use of such sodium agents entered certain subjugations.

Il a maintenant été trouve que l'on pouvait encore accélérer la prise de matériaux à pouvoir pouzzolanique et obtenir des resistances mécaniques nettement supérieures a. celles constatées dans les techniques connues susvisées, en incorporant au matériau une cendre sulfocal ci que de caractéristiques déterminées, additionnée d'une base forte telle que NaOH ou KOH. It has now been found that it was still possible to accelerate the setting of materials with pozzolanic power and to obtain mechanical resistances clearly greater than. those found in the aforementioned known techniques, by incorporating into the material a sulfocal ash that has determined characteristics, added with a strong base such as NaOH or KOH.

Le procéde d'activation de prise de liant hydraulique selon l'invention consiste donc, dans sa définition la plus générale, à ajouter, a une proportion majeure du liant hydraulique, une proportion mineure d'un mélange activant constitué par une base forte et une cendre sulfocalcique de centrale thermique ayant une teneur d'au moins 20 % en SiO2, 30 % en CaO (dont une partie en chaux libre) et 10 % en A1203.  The process for activating the setting of the hydraulic binder according to the invention therefore consists, in its most general definition, of adding, to a major proportion of the hydraulic binder, a minor proportion of an activating mixture consisting of a strong base and a sulphocalcic ash from a thermal power plant with a content of at least 20% in SiO2, 30% in CaO (including a part in free lime) and 10% in A1203.

La base forte est avantageusement constituée par de l'hydroxyde de sodium ou de potassium et l'incorporation du mélange activant peut s'effectuer au moment du malaxage, dans un malaxeur-doseur, du liant pouzzolanique et éventuellement des granulats pour l'obtention de mortiers.  The strong base is advantageously constituted by sodium or potassium hydroxide and the incorporation of the activating mixture can be carried out at the time of kneading, in a kneader-doser, of the pozzolanic binder and possibly of the aggregates for obtaining mortars.

Les quantités des ingredients précités à ajouter au liant hydraulique sont fonction de divers parametres tels que : type de liant et de granulat ultérieur pour un mortier, temps de prise souhaité, resistance mécanique à court ou plus long terme etc.. Généralement, dans le cadre de l'invention, pour 100 parties de liant typepouzzalaniqie on met en oeuvre environ 1 à 20 parties d'un mélange de 10 à 70 % de cendres sulfocalciques et 5 à 50 parties de base forte; les parties et les % étant exprimées en poids. The quantities of the aforementioned ingredients to be added to the hydraulic binder depend on various parameters such as: type of binder and subsequent aggregate for a mortar, desired setting time, short or longer term mechanical strength, etc. Generally, within the framework of the invention, for 100 parts of typepouzzalaniqie binder, approximately 1 to 20 parts of a mixture of 10 to 70% of sulfocalcic ash and 5 to 50 parts of strong base are used; the parts and the% being expressed by weight.

En pratique, tous les composants sont mélangés de pre- férence sous forme pulvérulente, y compris la base (par exemple soude ou potasse en paillettes) et l'on peut préparer des mortiers par addition, dans le malaxeur,de sable Q granulats pour obtenir des matériaux de construction dont parpaings, tuiles, briques et des compositions pour la construction de routes et la stabilisation-consolidation de sols. In practice, all the components are preferably mixed in powder form, including the base (for example soda or potash in flakes) and mortars can be prepared by adding, in the mixer, Q aggregates sand to obtain construction materials including concrete blocks, tiles, bricks and compositions for the construction of roads and the stabilization-consolidation of soils.

Selon une forme avantageuse de réalisation selon l'invention, on utilise comme cendres sulfoalciques les cendres pulverulentes de la centrale thermique de Sardane (France) dont la composition est la suivante
CaO : 36 à 45 % (dont 10 à 25 % de chaux libre); SiO2 : 27 à 32 % ;
Al203 : 10 à 16 % ; Fe203, MgO, S03 : 10 à 20 %
Les autres caractéristiques sont les suivantes, en moyenne masse volumique : 2,9 g/cm3 ; surface spécifique BLAINE : 2800 cm2/g ; tamisat à 80 microns : 85 % ; teneur moyenne en chaux libre, en CaO:22 %.
According to an advantageous embodiment according to the invention, the pulverulent ash from the thermal power station of Sardane (France), the composition of which is as follows, is used as sulphoalcic ash.
CaO: 36 to 45% (including 10 to 25% of free lime); SiO2: 27 to 32%;
Al203: 10-16%; Fe203, MgO, S03: 10 to 20%
The other characteristics are the following, on average density: 2.9 g / cm3; BLAINE specific surface: 2800 cm2 / g; 80 micron sieve: 85%; average free lime, CaO content: 22%.

Conformément à l'invention, il a en outre eté trouvé que l'activation pouvait encore être renforcée par addition au mélange, dans le malaxeur, d'accélérateurs de type connu en soi tels que : gypse naturel ou artificiel, phosphogypse. On peut aussi utiliser d'autres produits tels que : chlorure de calcium, silice activée, alumine activée. etc. In accordance with the invention, it has also been found that the activation could be further enhanced by adding to the mixture, in the mixer, accelerators of a type known per se such as: natural or artificial gypsum, phosphogypsum. One can also use other products such as: calcium chloride, activated silica, activated alumina. etc.

La proportion d'accélérateur peut varier de O à 90 % par rapport au poids du mélange activant additionné au liant type pouzzolanique.The proportion of accelerator can vary from 0 to 90% relative to the weight of the activating mixture added to the pozzolanic type binder.

Par ailleurs, lorsqu'on met en oeuvre un laitier si dérurgique, celui-ci est utilisé sous forme de granules de dimensions
O à 5 mm ou, mieux encore, sous forme de laitier broyé ou moulu tel que par exemple du laitier broyé ayant au moins 10 % (de préférence 40 à 50 %) de particules passant au tamis de 80 microns et moins de 10 % de particules de diamètre supérieur à 200 microns. On s'arrange de préférence pour respecter ces granulométries quand on substitue au laitier l'un quelconque des autres liants pouzzolaniques visés par l'invention.
Furthermore, when using a slag so derurgical, it is used in the form of granules of dimensions
0 to 5 mm or, better still, in the form of ground or ground slag such as for example ground slag having at least 10% (preferably 40 to 50%) of particles passing through a sieve of 80 microns and less than 10% of particles with a diameter greater than 200 microns. It is preferably arranged to comply with these particle sizes when replacing the slag with any of the other pozzolanic binders targeted by the invention.

A titre d'exemple non limitatif de réalisation du procede, on indiquera ci-dessous les resultats d'essais comparatifs effectués sur la base de deux compositions A et B contenant chacune 79 % en poids de sable fin et 20 % de laitier granule 0-1 mm, mais avec les différences suivantes :
A renfermait en outre 1 % de chaux -ajoutée (exprimée en CaO)
B contenait, selon l'invention 1 % d'un melange de cendres de Gardanne (60 %) - NaOH (30 %) - gypse (10 %)
On a réalisé des éprouvettes de diamètre 50mm, hauteur 100mm, avec des pressions statiques à la presse donnant des forces de fermeture de 50 KN, On a obtenu des séries de résistances à la compression, RC, exprimées en mégapascals MPa, qui sont illustrées sur le diagramme de la figure (unique) annexée.
By way of non-limiting example of carrying out the process, the results of comparative tests carried out on the basis of two compositions A and B each containing 79% by weight of fine sand and 20% of slag granule 0- will be indicated below. 1 mm, but with the following differences:
A also contained 1% added lime (expressed as CaO)
B contained, according to the invention 1% of a mixture of ash from Gardanne (60%) - NaOH (30%) - gypsum (10%)
Test pieces of diameter 50mm, height 100mm, were produced with static press pressures giving closing forces of 50 KN. We obtained series of compressive strengths, RC, expressed in megapascals MPa, which are illustrated on the diagram of the (single) figure attached.

Comme on peut le voir, le procédé d'activation selon l'invention (courbe B) conduit dès le départ à des résistances importantes et donne lieu finalement à des produits dont la resistance finale est 3 fois plus élevee que des compositions parallèles (A) selon la technique connue.  As can be seen, the activation process according to the invention (curve B) leads from the start to significant resistances and finally gives rise to products whose final resistance is 3 times higher than parallel compositions (A) according to the known technique.

Claims (6)

- REVENDICATIONS -- CLAIMS - 1. Procédé pour activer la prise d'un liant hydraulique du groupe constitue par les laitiers granulés de sidérurgie, les cendres volantes de combustion du charbon et les pouzzolanes naturelles ou ma tériaux equivalents, caractérisé en ce que l'on ajoute, à une proportion majeure de liant hydraulique, un melange activant, en proportion mineure, constitué par une cendre sulfocalcique de centrale thermique ayant au moins 20 % en SiO2, 30 % en CaO (dont une partie en chaux libre) et 10 % en Al203 et par une base forte. 1. Method for activating the setting of a hydraulic binder for the group consisting of granulated slag from the steel industry, fly ash from coal combustion and natural pozzolans or equivalent materials, characterized in that a proportion is added major of hydraulic binder, a mixture activating, in minor proportion, constituted by a sulfocalcic ash from thermal power plant having at least 20% in SiO2, 30% in CaO (of which a part in free lime) and 10% in Al203 and by a base strong. 2, Procédé selon a revendication 1, caractérisé en ce que la base forte est de l'hydroxyde de sodium ou de potassium 2, Method according to claim 1, characterized in that the strong base is sodium or potassium hydroxide 3. Procéde selon l'une quelconque des revendications 1 ou 2, caracterise en ce que le melange est effectué en malaxeur-doseur, tous les ingrédients mis en oeuvre étant introduits sous forme pulvérulente. 3. Method according to any one of claims 1 or 2, characterized in that the mixing is carried out in a mixer-doser, all the ingredients used being introduced in powder form. 4. Procedé selon l'une quelconque des revendications 1 à 3 caractérisé en ce que l'on incorpore en outre au mélange activant un accélérateur de prise choisi dans le groupe : gypse, phosphogypse, chlorure de calcium, silice ou alumine activées. 4. Method according to any one of claims 1 to 3 characterized in that one also incorporates into the activating mixture a setting accelerator chosen from the group: gypsum, phosphogypsum, calcium chloride, activated silica or alumina. 5. Procédé selon l'une quelconque des revendications 1 à 4, caractérisé en coque l'on incorpore à 100 parties du liant : 1 à 20 parties d'un mélange renfermant 10 à 70 % de cendre sulfocalcique, 5 à 50 % de NaOH ou KOH et O à 90 % dudit accélérateur (% en poids). 5. Method according to any one of claims 1 to 4, characterized in the shell is incorporated into 100 parts of the binder: 1 to 20 parts of a mixture containing 10 to 70% of sulfocalcic ash, 5 to 50% of NaOH or KOH and O at 90% of said accelerator (% by weight). 6. Procéde selon l'une quelconque des revendications 1 à 5. 6. Method according to any one of claims 1 to 5. SiO2 : 27 à 32 % ; Al203 ; 10 à 16 ; Fe2O3 , MgO, : 10 à 20 % ; masse volumique : 2,9cm 3 ; surface spécifique (Blaine) ; 2800 cm ; tamisat à 80 microns : 85 % SiO2: 27 to 32%; Al203; 10 to 16; Fe2O3, MgO,: 10 to 20%; density: 2.9cm 3; specific surface (Blaine); 2800 cm; 80 micron sieve: 85% caractérise en ce que le liant est un laitier granulé ou broyé de dimensions de particules O à lmm et en ce que les cendres sulfocalciques sont constituees par les cendres pulvérulentes de la centrale de Gardanne, de composition pondérale : CaO : 36 à 45 % (dont 10 à 25 % de chaux libre); characterized in that the binder is a granulated or ground slag of particle sizes O to 1 mm and in that the sulfocalcic ash is constituted by the powdery ash from the Gardanne power station, of weight composition: CaO: 36 to 45% (of which 10 to 25% free lime);
FR8212869A 1982-07-23 1982-07-23 Process for the activation of the setting of hydraulic binders of pozzolanic nature. Granted FR2530614A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
FR8212869A FR2530614A1 (en) 1982-07-23 1982-07-23 Process for the activation of the setting of hydraulic binders of pozzolanic nature.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR8212869A FR2530614A1 (en) 1982-07-23 1982-07-23 Process for the activation of the setting of hydraulic binders of pozzolanic nature.

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FR2530614A1 true FR2530614A1 (en) 1984-01-27
FR2530614B3 FR2530614B3 (en) 1985-03-22

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2610619A1 (en) * 1987-02-11 1988-08-12 Setec Geotechnique Activator for accelerating the setting of a blast-furnace granulated slag
ES2164530A1 (en) * 1999-05-28 2002-02-16 Consejo Superior Investigacion Production of hydraulic conglomerant based on activated fly ash consists of mixing of caustic solution with the ash for curing in a mold under controlled conditions
FR2839969A1 (en) 2002-05-27 2003-11-28 Jean Couturier Hydraulic binder made from a mixture of a pouzzolanic binder and soluble anhydrite III of calcium sulfate obtained by heat treatment of gypsum
FR2882748A1 (en) * 2005-03-03 2006-09-08 Electricite De France CEMENT COMPOSED WITH CFL AND CONCRETE ASH CONTAINING SAME ASH
WO2018167391A1 (en) * 2017-03-16 2018-09-20 Groupe Marais Hydraulic binder for mortar, having a low carbon footprint, and mortar containing such a hydraulic binder
WO2025190909A1 (en) * 2024-03-12 2025-09-18 Saint-Gobain Weber France Hydraulic binder

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2610619A1 (en) * 1987-02-11 1988-08-12 Setec Geotechnique Activator for accelerating the setting of a blast-furnace granulated slag
ES2164530A1 (en) * 1999-05-28 2002-02-16 Consejo Superior Investigacion Production of hydraulic conglomerant based on activated fly ash consists of mixing of caustic solution with the ash for curing in a mold under controlled conditions
FR2839969A1 (en) 2002-05-27 2003-11-28 Jean Couturier Hydraulic binder made from a mixture of a pouzzolanic binder and soluble anhydrite III of calcium sulfate obtained by heat treatment of gypsum
FR2882748A1 (en) * 2005-03-03 2006-09-08 Electricite De France CEMENT COMPOSED WITH CFL AND CONCRETE ASH CONTAINING SAME ASH
EP1698601A3 (en) * 2005-03-03 2007-12-05 Electricité de France Composite cement containing circulating fluidized bed ash and concrete composition containing said ash
WO2018167391A1 (en) * 2017-03-16 2018-09-20 Groupe Marais Hydraulic binder for mortar, having a low carbon footprint, and mortar containing such a hydraulic binder
FR3063999A1 (en) * 2017-03-16 2018-09-21 Groupe Marais HYDRAULIC BINDER FOR LOW CARBON FOOTPRINTER MORTAR AND MORTAR CONTAINING SUCH A HYDRAULIC BINDER
WO2025190909A1 (en) * 2024-03-12 2025-09-18 Saint-Gobain Weber France Hydraulic binder
FR3160175A1 (en) * 2024-03-12 2025-09-19 Saint Gobain Weber France Hydraulic binder

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