WO2007132098A1 - Beton a faible teneur en ciment - Google Patents
Beton a faible teneur en ciment Download PDFInfo
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- WO2007132098A1 WO2007132098A1 PCT/FR2007/000834 FR2007000834W WO2007132098A1 WO 2007132098 A1 WO2007132098 A1 WO 2007132098A1 FR 2007000834 W FR2007000834 W FR 2007000834W WO 2007132098 A1 WO2007132098 A1 WO 2007132098A1
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- portland cement
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Classifications
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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
- C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
- C04B22/002—Water
- C04B22/0026—Salt water, e.g. seawater
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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
- C04B22/00—Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
-
- 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
- C04B28/04—Portland cements
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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
- 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
- C04B2111/00051—Mortar or concrete mixtures with an unusual low cement content, e.g. for foundations
-
- 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
- C04B2111/00094—Sag-resistant materials
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- 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
-
- 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
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S106/00—Compositions: coating or plastic
- Y10S106/01—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
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S264/00—Plastic and nonmetallic article shaping or treating: processes
- Y10S264/43—Processes of curing clay and concrete materials
Definitions
- the invention relates to a concrete with a low Portland cement content, as well as processes for preparing such concrete and compositions useful for carrying out these processes.
- document EP 0518777 describes a mortar composition
- a mortar composition comprising, in addition to Portland cement: sand with a diameter of between 80 ⁇ m and 1 mm (in particular between 125 and 500 ⁇ m), vitreous microsilica with a diameter of between 0.1 and 0.5 ⁇ m and a water reducing or fluidifying agent.
- the microsilica represents only 10 to 30% by weight relative to the cement.
- the document WO 95/01316 describes a composition for concrete comprising, in addition to Portland cement: sand with a diameter of 150 to 400 ⁇ m, fine elements with a pozzolanic reaction (in particular amorphous silica but also fly ash or blast furnace dusts). ) of diameter less than 0.5 ⁇ m, a small amount of metal fibers and possibly crushed quartz powder (average size 10 ⁇ m) and other adjuvants in small amounts.
- the amorphous silica may be present at 10 to 40% by weight based on the cement, and the ground quartz powder, when used, is typically present at 40% by weight with respect to the cement.
- the concrete composition of this document therefore requires about 900 kg of cement per m 3 of concrete.
- WO 95/01317 it is a composition for concrete very close to the previous one which is disclosed, with exclusively steel wool as metal fibers and amorphous silica as pozzolanic reaction elements. .
- the cementitious compositions described in the document WO 99/23046 are more specifically dedicated to the cementing of wells, and furthermore comprise a hydraulic binder: from 20 to 35% by weight relative to the microsilica binder with a particle size of between 0.1 and 50 microns, and from 20 to 35% by weight relative to the binder of inorganic or organic particles with a diameter of between 0.5 and 200 microns, as well as a superplasticizer or plasticizer.
- WO 99/28267 relates to a concrete composition
- a concrete composition comprising cement, metal fibers and: from 20 to 60% by weight relative to the cement matrix of sieved or ground sand-type granular elements, of size less than 6 mm; pozzolanic reaction elements less than 1 ⁇ m in size; acicular or platelet elements less than 1 mm in size; and a dispersing agent.
- the pozzolanic reaction elements consist of vitreous silica in a proportion of about 30% by weight relative to Portland cement.
- the document WO 99/58468 describes a concrete composition in which at least a small amount of organic fibers, granular elements less than 2 mm in size, and fine elements with a pozzolanic reaction of less than 20 microns and at least one dispersing agent.
- the composition comprises about 30% of quartz flour and about 30% of silica fume by weight relative to the cement.
- the document EP 0934915 describes a concrete prepared from cement whose grains have a mean diameter of between 3 and 7 ⁇ m, to which are added: sand, silica fume with a characteristic diameter of less than 1 ⁇ m, an anti-corrosion agent, foam and a superplasticizer, so that at least three grain size classes are represented.
- silica fume is a minority compared to the cement, the latter typically being present at about 900 kg per m 3 of concrete. It follows from the analysis of the prior art:
- the production of clinker grains presupposes: a) the preheating and decarbonation of raw flour which is obtained by grinding raw materials, such as limestone and clay; and b) baking or clinkering the flour at a temperature of 1500 ° C, followed by a sudden cooling.
- the emission rate therefore reaches at least about 560 kg of CO 2 per tonne of binder for a conventional B25 concrete (on the basis of 850 kg of CO 2 emitted on average per tonne of cement), and it is even higher for a ultra-high performance concrete.
- the subject of the invention is therefore a mixture comprising, in mass proportions: from 0.4 to 4%, preferably from 0.8 to 1.7%, of materials of ultrafine particle size class consisting of particles of D90 less than 1 ⁇ m and / or BET specific surface area greater than 6 m / g; from 1 to 6%, preferably from 2 to 5%, of Portland cement; from 8 to 25%, preferably from 12 to 21%, of fine particle size class materials, consisting of particles whose D10 and D90 are between 1 ⁇ m and 100 ⁇ m and with a BET specific surface area of less than 5 m 2 / g, different from the cement; from 25 to 50%, preferably from 30 to 42%, of materials of average particle size, consisting of particles whose D10 and D90 are between
- the invention also relates to a binder premix comprising: Portland cement; a fine particle size class as defined above; and an ultrafine particle size class as defined above; wherein the mass proportion of Portland cement in the premix is less than 50% and preferably 5 to 35%, more preferably 10 to 25%.
- the mass proportion of the ultrafine particle size class in said binder premix is from 2 to 20%, preferably from 5 to 10%.
- the binder premix according to the invention comprises, in mass proportions: from 5 to 35%, preferably from 10 to 25%, of Portland cement; from 60 to 90%, preferably from 65 to 85%, materials of the fine particle size class, and from 2 to 20%, preferably from 5 to 10%, of materials of the ultrafine particle size class.
- the ultrafine particle size class consists of materials selected from the group consisting of silica fumes, limestone powders, precipitated silicas, precipitated carbonates, silicas fumed, natural pozzolans, pumice stones, crushed fly ash, ground silicic hydrated hydraulic binder or carbonate, and mixtures or co-grindings thereof, in dry form or aqueous suspension.
- the assembly (Portland cement and fine particle size class) is composed of:
- the assembly (Portland cement and fine particle size class) consists of particles whose D10 and D90 are between 1 and 20 microns.
- the fine particle size class comprises one or more materials chosen from fly ash, pozzolans, limestone powders, siliceous powders, lime, calcium sulphate, slags.
- the mixture or premix as defined above comprises: Portland cement and fly ash; or Portland cement and limestone powder; or Portland cement and slag; or Portland cement, fly ash and limestone powder; or Portland cement, fly ash and slag; or - Portland cement, limestone and slag; or Portland cement, fly ash, limestone and slag.
- the blend or premix comprises Portland cement and fly ash and does not include slag.
- the blend or premix comprises Portland cement and slag and does not include fly ash.
- the binder mixture or premix as defined above further comprises: a fluidizing agent optionally an accelerator and / or an air-entraining agent and / or a viscosing agent and / or a retarder.
- a fluidizing agent optionally an accelerator and / or an air-entraining agent and / or a viscosing agent and / or a retarder.
- the proportion of fluidizing agent is from 0.05 to 3%, preferably from 0.1 to 0.5%, expressed in the mass ratio of dry extract of the fluidizing agent on the binder premix mass.
- the subject of the invention is also a mixture comprising: a binder premix as defined above; an average particle size class as defined above; and an upper particle size class as defined above.
- said mixture comprises, in mass proportions: from 10 to 35%, preferably from 15 to 25%, of binder premix; from 25 to 50%, preferably from 30 to 42%, of materials of the average size class; and from 25 to 55%, preferably from 35 to 47%, of materials of the upper size class.
- the average particle size class comprises sand and / or sand; and the upper granulometric class comprises aggregates and / or gravel and / or pebbles and / or chippings.
- the spacing coefficient of the backbone by the binder is from 0.5 to 1.3, preferably from 0.7 to 1.0.
- the invention also relates to a wet concrete composition, comprising: a mixture according to the invention, mixed with water.
- said wet concrete composition comprises: from 10 to 100 kg / m 3 , preferably from 20 to 40 kg / m 3 of materials of the ultrafine granulometric class as defined above; from 25 to 150 kg / m 3 , preferably from 50 to 120 kg / m 3 , more preferably from 60 to 105 kg / m 3 , of Portland cement; from 200 to 600 kg / m 3 , preferably from 300 to 500 kg / m 3 of fine particle size class materials as defined above; from 600 to 1200 kg / m 3 , preferably from 700 to 1000 kg / m 3 of materials of the average particle size class as defined above; from 600 to 1300 kg / m 3 , preferably from 800 to 1100 kg / m 3 of materials of the upper granulometric class as defined above; and optionally, a fluidifying agent.
- said wet concrete composition further comprises: an accelerator and / or an air-entraining agent and / or a viscosing agent and /
- the ratio E / C where E designates the quantity of water and C the amount of Portland cement, is between 1 and 2.5, preferably between 1, 3 and 1, 5.
- Other possible ranges for the E / C ratio are for example: between 1 and 1.3; between 1 and 1.5; between 1.3 and 2.5; and between 1.5 and 2.5.
- the ratio E / L where E designates the quantity of water and L the quantity of materials of the assembly (Portland cement and fine grain size class), is between 0.1 and 0.45, preferably between 0.18 and 0.32.
- Other possible ranges for the E / L ratio are for example: between 0.1 and 0.18; between 0.1 and 0.32; between 0.18 and 0.45; and between 0.32 and 0.45.
- the ratios E / C and E / L are in particular adjusted according to the quantity of cement and the final mechanical properties sought. At a lower amount of cement, the ratio will also be relatively lower. The person skilled in the art, by routine tests, will be able to determine the quantity of water as a function of the quantity of cement, fine and ultra-fine in the composition, as a function of measurements of compressive strength of the samples.
- the wet concrete composition according to the invention comprises from 60 to 180 l / m 3 , preferably from 80 to 150 l / m, more preferably from 95 to 135 l / m 3 of water.
- the wet concrete composition according to the invention is a self-compacting concrete.
- the invention furthermore relates to a concrete composition
- a concrete composition comprising less than 150 kg / m 3 , preferably less than 120 kg / m 3 , more particularly preferably 60 at 105 kg / m 3 , Portland cement and having a compressive strength greater than or equal to 4 MPa 16h after mixing, and greater than or equal to 25 MPa, preferably greater than or equal to 30 MPa, 28 days after mixing .
- the invention also relates to a hardened concrete object of the composition defined above.
- the invention furthermore relates to a hardened concrete article, comprising: from 10 to 100 kg / m 3 , preferably from 20 to 40 kg / m 3 of materials of the ultrafine particle size class as defined above; Portland cement hydrates in an amount corresponding to an amount of Portland cement of 25 to 150 kg / m 3 , preferably 50 to 120 kg / m 3 , more preferably 60 to 105 kg / m 3 ; from 200 to 600 kg / m 3 , preferably from 300 to 500 kg / m 3 of materials of the fine particle size class as defined above; from 600 to 1200 kg / m 3 , preferably from 700 to 1000 kg / m 3 of materials of the average particle size class as defined above; from 600 to 1300 kg / m 3 , preferably from 800 to 1100 kg / m 3 of materials of the upper granulometric class as defined above.
- the spacing coefficient of the backbone by the binder is 0.5 to 1.3, preferably 0.7 to 1.0.
- the hardened concrete object according to the invention has a shrinkage at 80 days less than 400 ⁇ m / m, preferably less than 200 ⁇ m / m.
- the invention further relates to a method for preparing a wet concrete composition comprising a step of: mixing a mixture according to the invention with water.
- the invention also relates to a process for preparing a wet concrete composition comprising a step of: mixing a binder premix according to the invention with materials of average particle size class as defined above, materials of higher grain size class as defined above and water.
- the quantity of Portland cement used is less than 150 kg / m 3 , preferably less than 120 kg / m 3 , more particularly preferred, between 60 and 105 kg / m 3 .
- the invention also relates to a process for preparing a wet concrete composition
- a mixing step of: from 10 to 100 kg / m 3 , preferably from 20 to 40 kg / m 3 , of materials of the particle size class ultrafine as defined above; g from 25 to 150 kg / m 3 , preferably from 50 to 120 kg / m 3 , more particularly preferably from 60 to 105 kg / m 3 of Portland cement; from 200 to 600 kg / m, preferably from 300 to 500 kg / m of materials of the fine particle size class as defined above; from 600 to 1200 kg / m 3 , preferably from 700 to 1000 kg / m 3 of materials of the average particle size class as defined above; from 600 to 1300 kg / m 3 , preferably from 800 to 1100 kg / m 3 of materials of the upper granulometric class as defined above; and optionally, a fluidizing agent and / or an accelerator and / or an air-entraining agent and / or a
- the mixing is carried out at an E / C ratio, where E designates the quantity of water and C the quantity of Portland cement, included between 1 and 2.5, preferably between 1.3 and 1.5.
- the mixing is carried out at an E / L ratio of between 0.1 and 0.45, preferably between 0.18 and 0. , 32, where E is the amount of water and L is the quantity of materials in the set (Portland cement and fine particle size).
- E is the amount of water
- L is the quantity of materials in the set (Portland cement and fine particle size).
- the amount of water used is 60 to 180 l / m 3 , preferably 80 to 150 l / m 3 , more preferably from 95 to 135 1 / m 3 .
- the compressive strength is greater than or equal to 4 MPa 16h after the mixing.
- the compressive strength is greater than or equal to 25 MPa, preferably greater than or equal to 30 MPa, 28 days after mixing.
- the invention further relates to a method for preparing a poured wet concrete, comprising a step of: casting a wet concrete composition according to the invention, or obtainable by the aforementioned method.
- the invention also relates to a method of manufacturing a concrete object, comprising a step of: - curing a wet concrete composition according to the invention or obtainable by the process for preparing a composition of wet concrete mentioned above, or a cast wet concrete composition as described above.
- the invention makes it possible to meet the need for reducing CO 2 emissions hitherto unsatisfied by known concretes. Indeed the amount of cement (and in particular clinker) used in the context of the present invention is less than that which is traditionally necessary.
- the CO 2 emission is of the order of 110 kg per ton of binder, which represents almost a reduction of 80% of CO 2 emission compared to a conventional concrete type B25, while not entailing significant reduction in the mechanical performance of concrete, since the invention provides a concrete having a mechanical compressive strength greater than or equal to 25 MPa 28 days after mixing.
- binding compositions presenting a compartmentalization of materials into disjoint particle size classes, in particular into a fine class, a middle class, a higher class, and an ultrafine class, which makes it possible to optimize the stacking of the various particles, and optimizing the spacing coefficient of the backbone by the binder;
- FIGS. 1a to 1d represent the particle size distribution profiles of various materials used to prepare dry compositions according to the invention as well as the mixed concretes associated.
- the abscissa is the size in ⁇ m, and the ordinate is the volume percentage.
- Figure la thus provides the profile of the materials used for example in the formulas CVl, CV2, CV7 or CV8 below;
- Figure Ib provides that of the materials used for example in the formula CV3 below;
- Figure Ic provides that of the materials used for example in the CV4 or CV5 formulas below;
- Figure Id provides that of the materials used for example in the formulas FC1, FC2 or FC3 below.
- Fig. 2 is a photograph which gives a schematic representation of a typical dry mortar composition according to the invention (left) in comparison with a conventional B25 dry mortar composition (right).
- the different constituents are as follows: A, filler (limestone filler in the right test tube, fly ash in the left test tube); B, cement; C, sand; D, aggregates; E, water; F, silica fumes.
- FIG. 3 represents the shrinkage measured on a concrete according to the invention (*) in comparison with a conventional control concrete B25 ( ⁇ ).
- On the abscissa is the time, in days, and in ordinate the dimensional variation of the concrete, in%.
- the invention provides dry mortar compositions, in the form of mixtures between various constituents, in the following proportions:
- the materials that make up the above mixture are present in the form of particles, that is, unitary elements of materials.
- the size distribution of the particles makes it possible to establish a division of the constituents into several "granulometric classes", that is to say into substantially disjoint compartments.
- the ultrafine particle size class consists of: (i) D90 particles smaller than 1 ⁇ m or
- D90 particles of less than 1 ⁇ m and BET specific surface area greater than 6 m 2 / g D90 particles of less than 1 ⁇ m and BET specific surface area greater than 6 m 2 / g.
- the fine granulometric class corresponds to a set of particles whose D10 and D90 are between 1 ⁇ m and 100 ⁇ m and whose BET specific surface area is less than 5 m 2 / g.
- the average particle size corresponds to a set of particles whose D10 and D90 are between 100 microns and 5 mm.
- the upper granulometric class corresponds to a set of particles whose D10 is greater than 5 mm.
- the D90 is the 90th percentile of the distribution of particle size, that is to say that 90% of particles have a size smaller than the D90 and 10% have a size greater than the D90.
- the DlO is the 10 th percentile of the distribution of particle size, that is to say that 10% of particles have a size smaller than the DlO and 90% have a size greater than the DlO.
- the D10 and the D90 are here the DvIO and the D ⁇ 90, as can be seen from the figures.
- At least 80% of the particles of the fine particle size class (preferably at least 90%, particularly preferably at least 95% or even at least 99%) have a size of between 1 micron and 100 microns; at least 80% of the particles of the average particle size (preferably at least 90%, particularly preferably at least 95% or even at least 99%) have a size between 100 microns and 5 mm; at least 90% of the particles of the upper granulometric class (preferably at least 95% or even at least 99%) have a size greater than 5 mm; and, according to the embodiments corresponding to the cases (i) and (iii) above, at least 90% of the particles of the ultrafine particle size class (preferably at least 95%, particularly preferably at least 99%) have a size less than 1 ⁇ m.
- the four granulometric classes (ultrafine, fine, average and superior) then correspond to compartments of essentially disjoint size.
- the D10 or D90 of a set of particles can be generally determined by laser particle size distribution for particles smaller than 200 ⁇ m, or by sieving for particles larger than 200 ⁇ m.
- the individual particles have a tendency to aggregate, their size should be determined by electron microscopy, since the apparent size measured by laser diffraction granulometry is then larger than the actual particle size, which is likely to distort the interpretation.
- the BET surface area is a measure of the total real surface of the particles, which takes into account the presence of reliefs, irregularities, superficial or internal cavities, porosity.
- the distinction between fine and ultrafine class is ensured by the BET specific surface, ultrafine particles being those which have the largest specific surface area (and therefore a high reactivity).
- the BET surface area of the materials of the ultrafine class is preferably greater than 10 m 2 / g, advantageously greater than 30 m 2 / g, and particularly preferably greater than 80 m 2 / g.
- the ultrafine class materials can also have these preferred values of BET specific surface even in the case where their D90 is less than 1 micron.
- ultrafine and fine classes are distinguished only by the BET specific surface area and not by the particle size may be that in which the ultrafines consist of hydrous hydraulic binder particles.
- the ultrafine may have a size of about 10 microns, for a specific surface area that may be of the order of 100 m 2 / g (due to the porosity of this material).
- Another particular embodiment of the present invention provides that it is possible to subdivide the assembly constituted by the cement and the fine granulometric class into two granular subclasses: a first granulometric subclass, consisting of particles including D10 and the D90 are between 1 and 10 ⁇ m; and
- D90 are between 10 and 100 ⁇ m.
- the cement belongs in particular to the first subclass particle size.
- at least 80% of the particles of the first granulometric subclass preferably at least 90%, most preferably at least 95% or even at least 99%
- at least 80% of the particles of the second subclass preferably at least 90%, most preferably at least 95% or even at least 99%
- the mixture comprises 5 granulometric classes or 5 compartments essentially disjoint: the ultrafine class (less than 1 micron); the first subclass of the set of cement + fine class (1 ⁇ m - 10 ⁇ m); the second subclass of the cement + fine class assembly (10 ⁇ m - 100 ⁇ m); the middle class (100 ⁇ m - 5 mm); and the upper class (more than 5 mm).
- the assembly constituted by the cement and the fine grain size class consists of particles whose D10 and D90 are between 1 and 20 microns.
- At least 80% of the particles of cement or materials of the fine particle size class (preferably at least 90%, particularly preferably at least 95% or even at least 99%) have a size between 1 and 20 microns.
- This embodiment corresponds to the case where the particle size distribution profile comprises a discontinuity: the mixture comprises practically no particles of diameter between 20 and 100 microns.
- the various embodiments described above correspond to optimized grain or particle stacking modes.
- the invention also provides, as described above, the binder premixes which correspond to these dry mortar mixtures, and which do not contain materials of the average particle size class or materials of the higher particle size class.
- the said binder premixes are intended to be mixed with materials of the average and upper grain size class before or at the time of concrete preparation.
- the mixtures according to the invention are characterized by a skeletal spacing coefficient for the binder of between 0.5 and 1.3, preferably between 0.7 and 1.0.
- skeletal refers to medium and higher grain size materials
- binder refers to cement and fine and ultrafine grain size materials.
- the "spacing coefficient” in question thus designates the ratio between the volume of binder and the pore volume of the skeleton. This coefficient is calculated in particular from the vibrated porosity of the skeleton.
- the cement is Portland cement chosen from conventional Portland cements of the CPA (Artificial Portland Cement) type, and in particular from the cements described in the European standard EN 197-1. It is possible to use, for example, a cement CEM1 or CEM2 52.5 N or R or PM (Sea Take) or PMES (Seawater Sulfate Take).
- the cement may be of the type HRI (High Initial Strength).
- Portland cement is not pure clinker but is supplied mixed with at least one additional material (slag, silica fume, pozzolan, fly ash, calcined shale, limestone, etc.). ), in an amount of up to 37%.
- the amounts of cement mentioned above correspond more particularly to the quantities of clinker, while the additional materials are counted among the appropriate size class (for example typically fine granulometric class for the dairy component, ultrafine granulometric class for the silica fume component ).
- the upper granulometric class may include aggregates and / or gravel and / or pebbles and / or chippings.
- the average size class may include sand or sand.
- the fine particle size class may comprise one or more materials chosen from fly ash, pozzolans, limestone powders, siliceous powders, lime, calcium sulphate (in particular gypsum in anhydrous or semi-hydrated form), and slags.
- fly ash alone or limestone powder alone; or dairy alone; or fly ash and limestone powder; or fly ash and slag; or calcareous and slag powder; or fly ash, limestone powder and slag.
- the fine class comprises fly ash (possibly in combination with still other materials) but does not include slag.
- the fine class comprises slag (possibly in combination with still other materials) but does not include fly ash.
- the ultrafine particle size class may comprise materials selected from the group consisting of silica fumes, limestone powders, precipitated silicas, precipitated carbonates, pyrogenic silicas, natural pozzolans, pumice stones, crushed fly ash, crushed stone hydrated silicic hydraulic binder or carbonate, and mixtures or co-grindings thereof, in dry form or aqueous suspension.
- hydro silicic hydraulic binder pulverized refers in particular to the products described in document FR 2708592.
- Any fluidizing agent (or superplasticizer) vector can advantageously be added in a mixture or premix binder according to the invention, preferably at a concentration of 0.05 to 3%, preferably 0.2 to 0.5%, expressed in dry extract mass ratio of the fluidizing agent on the binder premix mass.
- the fluidizing agent may be used at saturation or not.
- the amount of agent is also determined according to the desired quality of the dough, especially if it is desired that the concrete is self-compacting or not.
- Spread measurements determine the type and amount of superplasticizer to be used in the formulation.
- Other known additives or adjuvants may also be used within the framework of the invention, such as superplasticizers, accelerators, air entraining, viscosifiers, retarders ... Concrete
- the concrete according to the invention is prepared by mixing the above mixtures or the above binder premixes with water.
- the amount of Portland cement used is advantageously less than 150 kg / m 3 , preferably less than 120 kg / m 3 , more preferably between 60 and 105 kg / m 3 . It can also be prepared by directly mixing the different ingredients with each other and with water, in the following proportions:
- kg / m 3 means the mass of materials to be used per m 3 of concrete produced.
- the materials in question have, according to particular embodiments, the same characteristics as those described above in relation to the mixtures and premix binders according to the invention.
- the amount of mixing water is reduced compared to conventional concrete, at a rate of 60 to 180 1 / m 3 , preferably 80 to 150 1 / m 3 , more preferably from 95 to 135 1 / m 3 of water.
- the ratio E / L where E designates the quantity of water and L the quantity of binder (materials of the assembly (Portland cement + fine grain size class)), is therefore reduced compared to a conventional concrete, and is typically between 0.1 and 0.45, preferably between 0.18 and 0.32.
- the ratio E / C where E designates the quantity of water and C the amount of cement, is greater than in the case of conventional concrete, and this because of the small amount of cement that is present.
- the E / C ratio is preferably between 1 and 2.5, most preferably between 1.3 and 1.5.
- the concrete compositions formulated according to the invention are the result of a complex optimization of the various parameters involved (choice of materials and concentration of these) in order to guarantee optimized stacking (choice of the particle size and the choice of the adjuvantation), an optimized hydration chemistry (indeed many components participate in the reaction: calcareous powder, fly ash, silica fume ...) and an optimized water demand.
- the constituents of the ultrafine class in particular the silica fumes, can in particular have multiple functions, namely a role of filling the free spaces between grains, a role of providing heterogeneous nucleation sites of hydrates, a role of adsorption of alkalis and calcium which are attracted by the silanol groups on the surface and a pozzolanic role.
- the concrete compositions obtained according to the invention have comparable mechanical properties, preferably at least as good or better compared to conventional B25 type concretes, particularly in terms of compressive strength at 28 days, setting kinetics, shrinkage, durability.
- the compressive strength is greater than or equal to 4 MPa 16h after mixing, and greater than or equal to 25 MPa, preferably greater than or equal to 30 MPa, 28 days after the mixing.
- the shrinkage at 80 days is advantageously less than 400 ⁇ m / m, preferably less than 200 ⁇ m / m.
- the concretes according to the invention are fluid or self-compacting concretes. It is estimated that a concrete is fluid when the subsidence cone of Abrams - or value of "slump" - (according to the French standard NF P 18-451, December 1981) is at least 150 mm, preferably at least 180 mm. It is estimated that a concrete is self-consolidating when the spread value is greater than 650 mm for concretes (and generally less than 800 mm) according to the procedure described in Specification and Guidelines for Concrete Compacting, EFNARC, February 2002, p. .19-23. The amount of cement used to prepare the concrete according to the invention is much lower than that required to prepare a conventional concrete type B25, which allows for dramatic savings in terms of CO 2 emissions.
- a concrete according to the invention containing for example 70 kg / m 3 of clinker makes it possible to achieve emission savings. CO 2 about 80%. This saving can reach more than 85% if only 50 kg / m 3 of clinker is used.
- the concrete according to the invention can be cast according to the usual methods; after hydration / curing, hardened concrete objects such as building elements, structural elements or the like are obtained.
- Example 1 Laser Granulometry Method
- the particle size curves of the different powders are obtained from a Malvern MS2000 laser granulometer. The measurement is carried out in a wet process (aqueous medium); the particle size must be between 0.02 ⁇ m and 2 mm.
- the light source consists of a red He-Ne laser (632 nm) and a blue diode (466 irai).
- the optical model is that of Fraunhofer, the calculation matrix is of polydisperse type.
- a background measurement is first performed with a pump speed of 2000 rpm, an agitator speed of 800 rpm and a noise measurement over 10 s, in the absence of ultrasound. It is then verified that the laser light intensity is at least 80%, and that a decreasing exponential curve is obtained for the background noise. If this is not the case, the lenses of the cell should be cleaned.
- a first measurement is then carried out on the sample with the following parameters: pump speed of 2000 rpm, agitator speed of 800 rpm, absence of ultrasound, obscuration limit between 10 and 20%.
- the sample is introduced to have a darkness slightly above 10%.
- the measurement is made with a time between immersion and the measurement set at 10 s. The measurement time is 30 s (30,000 diffraction images analyzed). In the granulogram obtained, it must be taken into account that part of the population of the powder can be agglomerated.
- the apparatus is calibrated before each working session by means of a standard sample (ClO Sifraco silica) whose particle size curve is known. All the measurements presented in the description and the ranges announced correspond to the values obtained with ultrasound.
- Example 2 direct visualization method by scanning electron microscopy
- the technique of direct visualization by scanning microscopy (with measurement and counting of the particles on the image obtained) is used.
- Each powder sample is optionally dried by passing in an oven at a temperature below 50 ° C, or under vacuum or lyophilization.
- two alternative methods of sample preparation are used: the scotch preparation to observe the powder globally (agglomeration phenomena %) and the preparation in suspension to characterize the particles individually (size, shape, surface appearance %)
- a graphite pad is used in the suspension preparation. It is cleaned with ethanol, the surface is polished with a polishing paste (eg PIKAL). About 10 cm 3 of the suspension liquid, in this case ethanol, is introduced into a beaker. The powder to be observed is gradually added, the beaker being placed in an ultrasonic tank (in order to obtain a low opacity of the suspension). The application of ultrasound is prolonged once the introduction of the finished powder. Then a few drops of suspension are taken and deposited on the graphite pad. The sample is taken using a micropipette or spatula. To avoid sedimentation phenomena, the sample is taken as quickly as possible without stopping the suspension. The liquid is then evaporated, possibly by placing the pad under an infrared lamp.
- a polishing paste eg PIKAL
- the deposited film must be very thin without presenting of accumulation, it should be barely visible to the naked eye. Otherwise, the sample can not be used.
- the insufficiently retained powder is removed on the surface by tapping the pad, upper face held vertically, on a hard surface.
- the sample is gently blown with a dry air bomb to remove loose particles, and metallization is carried out.
- the metallization is carried out by vacuum projection of a stream of molten metal (gold or carbon).
- the MEB measurement itself is carried out in a conventional manner for those skilled in the art.
- the specific surface of the different powders is measured as follows. A sample of powder of the following mass is taken: 0.1 to 0.2 g for a specific surface area estimated at more than 30 m 2 / g; 0.3 g for a specific surface area estimated at 10-30 m 2 / g; 1 g for a specific surface area estimated at 3-10 m 2 / g; 1.5 g for a specific surface area estimated at 2-3 m 2 / g; 2 g for a specific surface area estimated at 1.5-2 m 2 / g; 3 g for a specific surface area estimated at 1-1.5 m 2 / g.
- a 3 cm or 9 cm cell is used depending on the volume of the sample.
- We weigh the whole measuring cell (cell + glass rod). Then the sample is added to the cell: the product should not be less than one millimeter from the top of the cell throat. The whole is weighed (cell + glass rod + sample).
- the measuring cell is placed on a degassing station and the sample is degassed.
- the degassing parameters are 30 min / 45 ° C for Portland cement, gypsum, pozzolans; 3 hours / 200 ° C for slags, silica fumes, fly ash, aluminous cement, limestone; and 4 h / 300 0 C for the control alumina.
- the cell is quickly plugged with a plug after degassing. We weigh the whole and we note the result. All weighings are done without the cap.
- the mass of the sample is obtained by subtracting the mass of the cell from the mass of the cell + degassed sample.
- the sample is then analyzed after it has been placed on the measuring station.
- the analyzer is the Beckman Coulter SA 3100.
- the measurement is based on the absorption of nitrogen by the sample at a given temperature, here the temperature of the liquid nitrogen is - 196 ° C.
- the apparatus measures the pressure of the reference cell in which the adsorbate is at its saturation vapor pressure and that of the sample cell in which known volumes of adsorbate are injected.
- the curve resulting from these measurements is the adsorption isotherm.
- the knowledge of the dead volume of the cell is necessary: a measurement of this volume is thus made with helium before the analysis.
- the mass of the previously calculated sample is entered as a parameter.
- the BET surface is determined by the software by linear regression from the experimental curve.
- the standard deviation of reproducibility obtained from 10 measurements on a silica with a surface area of 21.4 m 2 / g is 0.07.
- the reproducibility standard deviation obtained from 10 measurements on a specific surface cement 0.9 m 2 / g is 0.02.
- upper granulometric class 10-20 aggregates Cassis and 6-10 aggregates
- the particle size distribution profile of the materials used (as determined by laser particle size distribution for particles of average size less than 200 ⁇ m and by video-particle size distribution for particles of average size greater than 200 ⁇ m) is represented in FIGS. highlights the compartmentalization of materials into disjoint granulometric classes.
- an adjuvant is also used as a fluidizer or superplasticizer.
- Example 5 Concrete formulations according to the invention
- FIG. 2 provides a convenient schematic visualization between a dry mortar according to the invention and a conventional dry mortar of the B25 type. It is found that the proportion of cement is reduced by about 80% in the dry mortar according to the invention, and that the amount of binder (cement, fine and ultrafine grades) is about 40% higher in the dry mortar according to the invention. , compared to the classic mortar. The quantity of water is reduced, and a new species appears, that of the ultrafine class.
- the following formulas are formulas of concrete compositions according to the invention, based on fly ash.
- the materials used are those described in Example 4. Each number corresponds to the mass of material used (in kg) to prepare 1 m 3 of concrete.
- Example 6 Performance of Concretes According to the Invention The performance of concretes according to the invention are evaluated on the following points.
- the protocol consists of wrapping each sample with two or three layers of cellophane tape and centering it on the bottom plate of a press using a centering template (testing machine). mechanical capacity of 3000 kN force-controlled, in compliance with standards NF P 18-41 1 and 412), to configure a force control of 1 MPa / s, to load up to failure according to standard NF Pl 8-406 and to read the value of the load at break. Thereafter, the value of the resistance is deduced by dividing the force by the section of the specimen.
- Adjuvant chrysoplast 209 0.77 kg / m 3
- the physical properties of the concretes formulated according to the invention are more favorable than those of a conventional B25 concrete, because of a lower porosity with water (approximately 10%, respectively 8%, for a concrete of formula CV2, against about 17%, respectively 14%, for a conventional concrete B25, one day, respectively 28 days, after mixing) and a less permeability to gas (approximately
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Abstract
Description
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Priority Applications (9)
Application Number | Priority Date | Filing Date | Title |
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UAA200814520A UA96448C2 (uk) | 2006-05-17 | 2007-05-16 | Суміш для одержання бетону (варіанти), премікс в'яжучого для одержання бетону, композиція рухомої бетонної суміші (варіанти), об'єкт з отвердженого бетону (варіанти), спосіб одержання композиції рухомої бетонної суміші (варіанти), спосіб одержання литої рухомої бетонної суміші та спосіб одержання об'єкта з бетону |
JP2009510499A JP5412279B2 (ja) | 2006-05-17 | 2007-05-16 | 低セメント含有コンクリート |
KR1020087028049A KR101382751B1 (ko) | 2006-05-17 | 2007-05-16 | 시멘트 함량이 낮은 콘크리트 |
MX2008013906A MX2008013906A (es) | 2006-05-17 | 2007-05-16 | Hormigon con bajo contenido de cemento. |
CA2652276A CA2652276C (fr) | 2006-05-17 | 2007-05-16 | Beton a faible teneur en ciment |
BRPI0711469-9A BRPI0711469A2 (pt) | 2006-05-17 | 2007-05-16 | mistura, pré-mistura ligante, composição de concreto úmido, objeto de concreto endurecido e processos de preparação de uma composição de concreto úmido e de um concreto úmido vazado e de fabricação de um objeto de concreto |
EP07731470A EP2029498A1 (fr) | 2006-05-17 | 2007-05-16 | Beton a faible teneur en ciment |
CN2007800178996A CN101448757B (zh) | 2006-05-17 | 2007-05-16 | 低水泥含量混凝土 |
EG2008111858A EG25870A (en) | 2006-05-17 | 2008-11-16 | Low cement concrete |
Applications Claiming Priority (2)
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FR0604398 | 2006-05-17 | ||
FR0604398A FR2901268B1 (fr) | 2006-05-17 | 2006-05-17 | Beton a faible teneur en ciment |
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WO2007132098A1 true WO2007132098A1 (fr) | 2007-11-22 |
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PCT/FR2007/000834 WO2007132098A1 (fr) | 2006-05-17 | 2007-05-16 | Beton a faible teneur en ciment |
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US (1) | US8043425B2 (fr) |
EP (1) | EP2029498A1 (fr) |
JP (1) | JP5412279B2 (fr) |
KR (1) | KR101382751B1 (fr) |
CN (1) | CN101448757B (fr) |
BR (1) | BRPI0711469A2 (fr) |
CA (1) | CA2652276C (fr) |
EG (1) | EG25870A (fr) |
FR (1) | FR2901268B1 (fr) |
MX (1) | MX2008013906A (fr) |
MY (1) | MY147473A (fr) |
RU (1) | RU2434822C2 (fr) |
UA (1) | UA96448C2 (fr) |
WO (1) | WO2007132098A1 (fr) |
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FR2943662A1 (fr) * | 2009-03-24 | 2010-10-01 | Lafarge Sa | Beton a faible teneur en clinker |
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Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0010777A1 (fr) * | 1978-11-03 | 1980-05-14 | Densit a/s | Produit façonné et matériau composite et procédé pour leur fabrication |
EP0518777A1 (fr) * | 1991-06-12 | 1992-12-16 | Bouygues | Mortier à très haute performance, bétons obtenus à partir de ce mortier et les éléments fabriqués avec ce mortier ou ce béton |
WO1993021122A1 (fr) * | 1992-04-13 | 1993-10-28 | Aalborg Portland A/S | Composition de ciment |
GB2293376A (en) * | 1994-09-23 | 1996-03-27 | Trafalgar House Technology Ltd | Concrete compositions |
JPH09194247A (ja) * | 1996-01-17 | 1997-07-29 | Ohbayashi Corp | 流動制御型コンクリート |
EP0934915A1 (fr) * | 1998-02-06 | 1999-08-11 | Entreprise Quillery & Cie | Béton très haute performance, autonivelant, son procédé de preparation et son utilisation |
WO1999058468A1 (fr) * | 1998-05-14 | 1999-11-18 | Bouygues | Beton comportant des fibres organiques dispersees dans une matrice cimentaire, matrice cimentaire du beton et premelanges |
JP2000128618A (ja) * | 1998-10-20 | 2000-05-09 | Kumagai Gumi Co Ltd | 防蝕性モルタル |
GB2377930A (en) * | 2001-06-08 | 2003-01-29 | Rmc Readymix Ltd | A self-levelling concrete composition |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2708263B1 (fr) | 1993-07-01 | 1995-10-20 | Bouygues Sa | Composition de béton de fibres métalliques pour mouler un élément en béton, éléments obtenus et procédé de cure thermique. |
FR2707977B1 (fr) | 1993-07-01 | 1996-01-12 | Bouygues Sa | Procédé et composition pour fabriquer des éléments en béton ayant une résistance à la compression et une énergie de fracturation remarquables et éléments ainsi obtenus. |
FR2770517B1 (fr) | 1997-11-03 | 1999-12-03 | Bouygues Sa | Laitier de cimentation d'un puits, notamment d'un puits petrolier |
FR2771406B1 (fr) | 1997-11-27 | 2000-02-11 | Bouygues Sa | Beton de fibres metalliques, matrice cimentaire et premelanges pour la preparation de la matrice et du beton |
FR2804952B1 (fr) | 2000-02-11 | 2002-07-26 | Rhodia Chimie Sa | Composition de beton ultra haute performance resistant au feu |
JP2007031262A (ja) * | 2005-06-20 | 2007-02-08 | Ohbayashi Corp | 水硬性無機材料及び高度浄水処理施設用のコンクリート |
-
2006
- 2006-05-17 FR FR0604398A patent/FR2901268B1/fr not_active Expired - Fee Related
-
2007
- 2007-05-16 UA UAA200814520A patent/UA96448C2/uk unknown
- 2007-05-16 JP JP2009510499A patent/JP5412279B2/ja not_active Expired - Fee Related
- 2007-05-16 KR KR1020087028049A patent/KR101382751B1/ko not_active IP Right Cessation
- 2007-05-16 MY MYPI20084552 patent/MY147473A/en unknown
- 2007-05-16 WO PCT/FR2007/000834 patent/WO2007132098A1/fr active Application Filing
- 2007-05-16 US US11/749,352 patent/US8043425B2/en not_active Expired - Fee Related
- 2007-05-16 CA CA2652276A patent/CA2652276C/fr not_active Expired - Fee Related
- 2007-05-16 BR BRPI0711469-9A patent/BRPI0711469A2/pt not_active IP Right Cessation
- 2007-05-16 RU RU2008149704A patent/RU2434822C2/ru not_active IP Right Cessation
- 2007-05-16 CN CN2007800178996A patent/CN101448757B/zh not_active Expired - Fee Related
- 2007-05-16 EP EP07731470A patent/EP2029498A1/fr not_active Withdrawn
- 2007-05-16 MX MX2008013906A patent/MX2008013906A/es active IP Right Grant
-
2008
- 2008-11-16 EG EG2008111858A patent/EG25870A/xx active
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0010777A1 (fr) * | 1978-11-03 | 1980-05-14 | Densit a/s | Produit façonné et matériau composite et procédé pour leur fabrication |
EP0518777A1 (fr) * | 1991-06-12 | 1992-12-16 | Bouygues | Mortier à très haute performance, bétons obtenus à partir de ce mortier et les éléments fabriqués avec ce mortier ou ce béton |
WO1993021122A1 (fr) * | 1992-04-13 | 1993-10-28 | Aalborg Portland A/S | Composition de ciment |
GB2293376A (en) * | 1994-09-23 | 1996-03-27 | Trafalgar House Technology Ltd | Concrete compositions |
JPH09194247A (ja) * | 1996-01-17 | 1997-07-29 | Ohbayashi Corp | 流動制御型コンクリート |
EP0934915A1 (fr) * | 1998-02-06 | 1999-08-11 | Entreprise Quillery & Cie | Béton très haute performance, autonivelant, son procédé de preparation et son utilisation |
WO1999058468A1 (fr) * | 1998-05-14 | 1999-11-18 | Bouygues | Beton comportant des fibres organiques dispersees dans une matrice cimentaire, matrice cimentaire du beton et premelanges |
JP2000128618A (ja) * | 1998-10-20 | 2000-05-09 | Kumagai Gumi Co Ltd | 防蝕性モルタル |
GB2377930A (en) * | 2001-06-08 | 2003-01-29 | Rmc Readymix Ltd | A self-levelling concrete composition |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
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US8246739B2 (en) | 2007-09-25 | 2012-08-21 | Lafarge | Concrete with a low clinker content |
WO2009074886A2 (fr) * | 2007-09-25 | 2009-06-18 | Lafarge | Beton a faible teneur en clinker |
WO2009074886A3 (fr) * | 2007-09-25 | 2009-10-15 | Lafarge | Beton a faible teneur en clinker |
EP2562149A3 (fr) * | 2007-09-25 | 2017-10-11 | Lafarge | Béton à faible teneur en clinker |
FR2921358A1 (fr) * | 2007-09-25 | 2009-03-27 | Lafarge Sa | Beton a faible teneur en clinker |
US8603238B2 (en) | 2009-03-24 | 2013-12-10 | Lafarge | Concrete with a low clinker content |
JP2012521344A (ja) * | 2009-03-24 | 2012-09-13 | ラファルジュ | 低クリンカー含有コンクリート |
WO2010112687A3 (fr) * | 2009-03-24 | 2010-11-25 | Lafarge | Beton a faible teneur en clinker |
JP2015091757A (ja) * | 2009-03-24 | 2015-05-14 | ラファルジュ | 低クリンカー含有コンクリート |
FR2943662A1 (fr) * | 2009-03-24 | 2010-10-01 | Lafarge Sa | Beton a faible teneur en clinker |
US9802861B2 (en) | 2012-02-28 | 2017-10-31 | Omya International Ag | Process for the preparation of cement, mortars, concrete compositions containing a calcium carbonate-based filler treated with an ultrafine filler and a superplastifier, compositions and cement products obtained and their applications |
CN103030354A (zh) * | 2012-12-05 | 2013-04-10 | 王建友 | 水泥火山石复合混凝土制作方法 |
EP3581549A1 (fr) * | 2018-06-15 | 2019-12-18 | Holcim Technology Ltd. | Composition de béton frais pour enrober des câbles électriques souterrains |
WO2019239339A1 (fr) * | 2018-06-15 | 2019-12-19 | Holcim Technology Ltd | Utilisation d'une composition de béton frais pour l'enrobage de câbles électriques souterrains |
WO2023105003A1 (fr) | 2021-12-10 | 2023-06-15 | Vinci Construction France | Béton à faible dosage en ciment |
FR3130269A1 (fr) | 2021-12-10 | 2023-06-16 | Vinci Construction France | Béton à faible dosage en ciment |
Also Published As
Publication number | Publication date |
---|---|
CA2652276A1 (fr) | 2007-11-22 |
KR101382751B1 (ko) | 2014-04-08 |
US8043425B2 (en) | 2011-10-25 |
JP2009537435A (ja) | 2009-10-29 |
FR2901268A1 (fr) | 2007-11-23 |
EG25870A (en) | 2012-09-12 |
RU2008149704A (ru) | 2010-06-27 |
UA96448C2 (uk) | 2011-11-10 |
CA2652276C (fr) | 2016-03-22 |
RU2434822C2 (ru) | 2011-11-27 |
EP2029498A1 (fr) | 2009-03-04 |
FR2901268B1 (fr) | 2008-07-18 |
CN101448757A (zh) | 2009-06-03 |
JP5412279B2 (ja) | 2014-02-12 |
CN101448757B (zh) | 2012-08-29 |
KR20090012324A (ko) | 2009-02-03 |
MX2008013906A (es) | 2009-01-21 |
BRPI0711469A2 (pt) | 2011-11-16 |
MY147473A (en) | 2012-12-14 |
US20070266906A1 (en) | 2007-11-22 |
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