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 PDFInfo
- 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
- Authority
- FR
- France
- Prior art keywords
- ash
- activating
- binder
- mixture
- setting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000011230 binding agent Substances 0.000 title claims abstract description 17
- 238000000034 method Methods 0.000 title claims abstract description 12
- 230000004913 activation Effects 0.000 title abstract description 4
- 239000000203 mixture Substances 0.000 claims abstract description 17
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 claims abstract description 15
- KWYUFKZDYYNOTN-UHFFFAOYSA-M potassium hydroxide Substances [OH-].[K+] KWYUFKZDYYNOTN-UHFFFAOYSA-M 0.000 claims abstract description 14
- 239000002956 ash Substances 0.000 claims abstract description 12
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims abstract description 11
- 235000011941 Tilia x europaea Nutrition 0.000 claims abstract description 11
- 239000004571 lime Substances 0.000 claims abstract description 11
- 230000003213 activating effect Effects 0.000 claims abstract description 10
- 239000002893 slag Substances 0.000 claims abstract description 10
- 239000000463 material Substances 0.000 claims abstract description 6
- 229910052602 gypsum Inorganic materials 0.000 claims abstract description 4
- 239000010440 gypsum Substances 0.000 claims abstract description 4
- 239000003245 coal Substances 0.000 claims abstract description 3
- 239000010881 fly ash Substances 0.000 claims abstract description 3
- 238000002485 combustion reaction Methods 0.000 claims abstract 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 12
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 5
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical group C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 claims description 4
- 229910052681 coesite Inorganic materials 0.000 claims description 4
- 229910052906 cristobalite Inorganic materials 0.000 claims description 4
- 239000002245 particle Substances 0.000 claims description 4
- 239000000377 silicon dioxide Substances 0.000 claims description 4
- 235000012239 silicon dioxide Nutrition 0.000 claims description 4
- 229910052682 stishovite Inorganic materials 0.000 claims description 4
- 229910052905 tridymite Inorganic materials 0.000 claims description 4
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 claims description 2
- 239000001110 calcium chloride Substances 0.000 claims description 2
- 229910001628 calcium chloride Inorganic materials 0.000 claims description 2
- PASHVRUKOFIRIK-UHFFFAOYSA-L calcium sulfate dihydrate Chemical compound O.O.[Ca+2].[O-]S([O-])(=O)=O PASHVRUKOFIRIK-UHFFFAOYSA-L 0.000 claims description 2
- 239000004615 ingredient Substances 0.000 claims description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims description 2
- 239000000843 powder Substances 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 239000012190 activator Substances 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- XOROEPUWPNHOPP-UHFFFAOYSA-N O[S-](=O)=O.[Ca+] Chemical compound O[S-](=O)=O.[Ca+] XOROEPUWPNHOPP-UHFFFAOYSA-N 0.000 abstract 1
- 238000009628 steelmaking Methods 0.000 abstract 1
- 150000003467 sulfuric acid derivatives Chemical class 0.000 abstract 1
- 101100399296 Mus musculus Lime1 gene Proteins 0.000 description 7
- 239000004570 mortar (masonry) Substances 0.000 description 4
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 description 3
- 238000001994 activation Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 3
- 239000008187 granular material Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000011734 sodium Substances 0.000 description 2
- 229910052708 sodium Inorganic materials 0.000 description 2
- 239000004115 Sodium Silicate Substances 0.000 description 1
- 150000004645 aluminates Chemical class 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 229940072033 potash Drugs 0.000 description 1
- BWHMMNNQKKPAPP-UHFFFAOYSA-L potassium carbonate Substances [K+].[K+].[O-]C([O-])=O BWHMMNNQKKPAPP-UHFFFAOYSA-L 0.000 description 1
- 235000015320 potassium carbonate Nutrition 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 235000019795 sodium metasilicate Nutrition 0.000 description 1
- 235000019351 sodium silicates Nutrition 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
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
- 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
- C04B28/08—Slag 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
- C04B7/00—Hydraulic cements
- C04B7/12—Natural 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
-
- 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
- C04B7/00—Hydraulic cements
- C04B7/14—Cements containing slag
- C04B7/147—Metallurgical slag
- C04B7/153—Mixtures thereof with other inorganic cementitious materials or other activators
-
- 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
- C04B7/00—Hydraulic cements
- C04B7/24—Cements from oil shales, residues or waste other than slag
- C04B7/26—Cements from oil shales, residues or waste other than slag from raw materials containing flue dust, i.e. fly ash
-
- 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
-
- 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
Landscapes
- 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
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)
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. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| FR2530614A1 true FR2530614A1 (en) | 1984-01-27 |
| FR2530614B3 FR2530614B3 (en) | 1985-03-22 |
Family
ID=9276246
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| FR8212869A Granted FR2530614A1 (en) | 1982-07-23 | 1982-07-23 | Process for the activation of the setting of hydraulic binders of pozzolanic nature. |
Country Status (1)
| Country | Link |
|---|---|
| FR (1) | FR2530614A1 (en) |
Cited By (6)
| 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 |
-
1982
- 1982-07-23 FR FR8212869A patent/FR2530614A1/en active Granted
Cited By (9)
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| FR2530614B3 (en) | 1985-03-22 |
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