EP4048644A1

EP4048644A1 - Composite materials comprising concrete aggregates and porous carbon, and use thereof for eliminating pollutant gases

Info

Publication number: EP4048644A1
Application number: EP20807072.2A
Authority: EP
Inventors: Encarnacion Raymundo-Piñero; Jena JEONG; Rachelle OMNÉE
Original assignee: Ecole Speciale Des Travaux Publics Du Batiment Et De L'industrie; Centre National de la Recherche Scientifique CNRS
Current assignee: Ecole Speciale Des Travaux Publics Du Batiment Et De L'industrie; Centre National de la Recherche Scientifique CNRS
Priority date: 2019-10-22
Filing date: 2020-10-20
Publication date: 2022-08-31
Also published as: US20220370980A1; FR3102171B1; FR3102171A1; WO2021079052A1

Abstract

The invention belongs to the field of eliminating pollutant gases. In particular, the invention belongs to the field of pollutant gas-absorbing materials such as CO2, SO2, NOx and VOCs. The present invention relates to a fresh composite or composite paste and a composite material comprising aggregates of recycled concrete, porous carbon, a binder and optionally water, as well as to the method for manufacturing the composite and the use thereof for sanitising air (indoor or outdoor). The invention also relates to an article (for example, an anti-noise wall, a tunnel lining, an indoor decoration, an item of street furniture, etc.) comprising the composite according to the invention.

Description

COMPOSITE MATERIALS CONTAINING CONCRETE AGGREGATES, POROUS CARBON AND THEIR USE FOR GAS REMOVAL

POLLUTANTS

[1] The invention belongs to the field of the elimination of polluting gases. In particular, the invention belongs to the field of materials which absorb polluting gases such as CO2, SO2, NO _x and VOCs (volatile organic compounds).

[2] The present invention relates to a fresh composite or composite paste and a composite material comprising aggregates of recycled concrete, porous carbon, a binder and optionally water, to the manufacturing process of said composite as well as to its use to clean the air (indoor or outdoor). The invention also relates to an article (eg noise barrier, tunnel lining, interior decor, street furniture, etc.) comprising the composite according to the invention.

[3] Global warming, also called global warming or climate change, is the phenomenon of increasing average ocean and atmospheric temperatures. The causes of this global warming are now known and it is mainly due to greenhouse gas (GHG) emissions. Global warming mainly refers to global warming observed since the beginning of the 20th century.

[4] The Intergovernmental Panel on Climate Change (IPCC) created in 1988 by the UN to synthesize scientific studies on the climate came to the conclusion that "most of the rise in temperature global average observed since the mid-twentieth century is most likely attributable to the increase in anthropogenic GHG concentrations ”(Climate Change 2007, Synthesis Report, IPCC). In the 2014 report, we can read “Anthropogenic greenhouse gas emissions, which have increased since pre-industrial times mainly due to economic and demographic growth, are currently higher than ever, resulting in atmospheric concentrations of carbon dioxide, methane and nitrous oxide unprecedented for at least 800,000 years. Their effects, along with those of other anthropogenic factors, have been detected throughout the climate system and there is extremely likely that they were the main cause of the observed warming since the middle of the 20th century ”.

[5] The latest IPCC projections are that the earth's surface temperature could increase an additional 1.1 to 6.4 ° C over the course of the 21st century. The differences between projections come from the different sensitivities of the models for greenhouse gas concentrations and different scenarios of future emissions. Most studies have chosen 2100 as the horizon, but warming should continue beyond that because, even if the emissions stopped, the oceans have already stored a lot of heat, carbon sinks need to be restored, and the duration of the The life of carbon dioxide and other greenhouse gases in the atmosphere is long.

[6] The approach generally used to reduce polluting gases in the atmosphere, such as CO2, is to act directly on the sources of CO2. The countries have decided to mobilize each year through Conferences of the Parties. At the COP21 in Paris, 149 countries agreed to the same objective of combating greenhouse gases. Since the Rio Accord and the Kyoto Protocol, GHG emissions (especially CO2) have decreased slightly, but these will not be sufficient to keep the atmosphere healthy and to slow the increase in average temperature observed in recent years. years on the surface of the Earth. The European law (Euro6 standard) controlling the emission of gas from vehicles is becoming increasingly strict and thermal regulations in the construction industry are constantly being redefined (RT2015 and soon RT2020). The measures taken are therefore the application of new regulations such as the CO2 tax to manufacturers such as cement factories and oil companies in order to limit the release of polluting gases into the atmosphere.

[7] Unfortunately these efforts are still insufficient. The proposal to act directly on the sources of GHGs (in particular CO2, for example the method of substitution on clinker) exists in many fields, but the various studies carried out show that there is also an urgent need for also act on the CO2 already present in the atmosphere.

[8] To date, the quantity of CO2 present in the atmosphere is far too high. In addition, the elimination of polluting gases in agglomerations has never been resolved in a straightforward way. satisfactorily, in particular because of recurring economic and marketing problems.

[9] It therefore appears essential, in addition to combating the causes of greenhouse gas emissions, to eliminate and store the polluting gases already present in the atmosphere.

[10] With a view to the multi-advantage between the recovery of waste via re-carbonation and the reduction of CO2 gas responsible for the greenhouse effect, projects have been launched across the world. The objective of these projects is on the one hand to reduce construction waste and to recycle it but also to capture CO2 through recycled concrete aggregates with the dual aim of reducing the amount of CO2 in the atmosphere and '' improve the quality of the chemical-physical properties of recycled concrete. Indeed, to manufacture clinker, the “raw material” of cement, the firing of limestone and clay in furnaces at very high temperature, release large quantities of CO2. This decarbonation step represents around 60% of CO2 emissions per tonne produced (equivalent to around 700kg of CO2 released per tonne of cement produced!). However, global cement production represents more than 3 billion tonnes per year, of which more than 16 thousand tonnes come from the 12 cement factories in France.). Consequently, these studies aim to essentially recover the smoke leaving the cement works chimneys by the recycled concrete aggregates in order to store the CO2 in the concrete recycled by the phenomenon of accelerated carbonation. In order to optimize these procedures, the recovery of CO2 must be rapid while ensuring the total carbonation of the recycled concrete because the latter recovers and traps a maximum of CO2.

[11] It is noted that according to the theoretical analysis (Steinour HH, Journal of American Concrete Institute, 1956, 30: 905-907), the maximum CO2 captured by the cement would be limited to approximately 50% by mass (equivalent to 500 kg of CO2 per tonne of cement) because of the limited amount of chemical elements in the cement.

[12] But these quantities remain, at the present time, insufficient and there is no material, which can be designed from recycled material, capable of absorbing a greater quantity of CO2, and even of absorbing other polluting gases such as SO2, NO _x and VOCs. [13] In addition, today even if recycled concrete is used for pavement work and backfill mainly, this application does not cover all waste and landfills are still a widely practiced solution today.

[14] It is further noted that in confined or poorly ventilated atmospheres, such as classrooms or certain indoor work environments, the CO2 concentration can be up to 10 times more concentrated than in an open environment.

[15] There is therefore a need to develop composite materials overcoming the defects noted in the state of the art. In particular, there is a need for a composite which can significantly increase both the rate of absorption and the amount of pollutants absorbed.

[16] It is to the credit of the applicant for having developed a new type of composite material comprising aggregates of recycled concrete as well as porous carbon. The combination of these two elements synergistically improves the absorption properties of each of these elements taken separately. The quantity of CO2 absorbed can go beyond 15% mass percent (relative to the total mass of the composite material), i.e. at least 5% more than the known methods which generally cap at 10% (for example the aggregate of crushed concrete).

[17] At the present time, to the knowledge of the Applicant, there is no material, and even less composite material, whatever its nature, which meets these requirements, both in terms of absorption rate and the quantity of polluting gases absorbed.

[18] The present invention thus relates in the first place to a new fresh composite or composite paste and a new composite material, comprising aggregates of recycled concrete and porous carbon. The process for preparing this new material is also simple and inexpensive. They exhibit improved performance compared to existing absorbent materials, particularly in terms of absorption efficiency (speed and amount of gas absorbed).

The invention thus relates to a fresh composite or composite paste comprising at least one concrete aggregate having a porosity greater than or equal to 12%, carbon porous having a volume of micropores greater than or equal to 0.2 cm ³ / g and a volume of macropores greater than or equal to 0.2 cm ³ / g, a binder and optionally water.

[19] Advantageously, the fresh composite according to the invention can comprise at least one concrete aggregate having a porosity greater than or equal to 12%, porous carbon having a volume of micropores greater than or equal to 0.2 cm ³ / g and a volume of macropores greater than or equal to 0.2 cm ³ / g, a binder and water.

[20] In the present application, the term “fresh composite” or “composite paste” is understood to mean the heterogeneous paste formed by the mixture of concrete aggregates, porous carbon, binder, optionally water and optionally additives. , adjuvants and / or aggregates, before curing leading to the composite according to the invention.

[21] "Concrete aggregate" means concrete residue which may be recycled concrete which has been crushed or crushed in the form of aggregates. It may also contain residues such as, for example, residues or shards of brick, ceramic, glass and other elements (mainly those with a density close to that of concrete) that can be found in certain concrete. According to the article, “Porosity of recycled concrète with substitution of recycled concrète aggregate - An experimental study” (Cernent and Concrète Research, 32, 2002, 1301-1311), the porosity of a recycled concrete aggregate is generally between 13% to 15%.

[22] In the context of the invention, by "porosity" is meant all the voids (pores or spaces) of a solid material. The pores can be filled with fluids such as liquids or gases. The porosity f of a porous medium A can also be represented by a numerical value defined as the ratio between the total volume of the pores

(V pores) and the total volume of the porous medium (Vtotai): yA ^- Vpores / Vtotal.

0 <(pA <1

We thus define (p _{concrete aggregate} and (pcarbone poreu. The pores can be intra- or interparticulate. The concrete aggregate and the porous carbon have intraparticular spaces. As regards the porous carbon there are also interparticle spaces which are generally due to the spaces between the graphene sheets which make up said porous carbon. [23] Advantageously, the concrete aggregate can have a porosity greater than or equal to

12%, ⁽ concrete aggregate ^ 0, 12.

[24] Advantageously, the concrete aggregate can consist essentially of recycled concrete. Recycled concrete can include residues or chips of brick, ceramic, glass and other elements that can be found in some concrete.

[25] Advantageously, the concrete aggregate can have an average diameter ranging from 1 to 50 mm, preferably from 1 to 20 and more preferably from 5 to 10 mm. The size of the concrete aggregates can vary depending on the intended use of the composite material. Depending on the concrete surface accessible to gas, aggregates of small diameters are generally carbonated faster and saturate more quickly in the short term than large aggregates because the surface accessible to gas is greater than for the latter. Larger diameter aggregates will carbonate more slowly. These different kinetics can be taken into account depending on the different uses of composite materials according to the invention envisioned by those skilled in the art.

[26] Advantageously, the fresh composite according to the invention can comprise 25 to 45% by mass of concrete aggregates, preferably 30 to 40%.

[27] In the present application, the term “porous carbon” is understood to mean residues of waste biomass, polymer, mineral carbon or residues from petroleum processes. Porous carbons can thus be obtained by thermal decomposition (pyrolysis) of a precursor such as biomass, polymer, mineral carbons or residues from petroleum processes. After pyrolysis, the porosity is generated by a chemical reaction at high temperature with an "activating agent" which can be chosen from the group comprising CO2, H2O, KOH, NaOH and H2PO4. In the context of the invention, algae (biomass) are preferred as precursor because it has been shown in previous work that with a single pyrolysis step, it is possible to obtain porous carbon materials, thanks to the elements present. in the composition of algae. This is also the case with biomass waste rich in cellulose (E. Raymundo-Pinero et al., Advanced Materials, 2006, 18, 1877-1882). [28] Advantageously, the porous carbon can consist essentially of carbon. It can have a more or less ordered structure having a large specific surface area and a high degree of porosity. The porous carbon can be in the form of powder (with particle sizes ranging from μm to mm) or of pellets in the composite according to the invention. By pellet is meant an aggregate resulting from a mixture of a carbon powder and a binder. Preferably, this binder can be a carbon of petroleum or carbon pitch type.

[29] Advantageously, the porous carbon can have a volume of micropores greater than or equal to 0.2 cm ³ / g, preferably greater than or equal to 0.4 cm ³ / g. We hear by

"Micropore" means a pore having a diameter of less than 2 nm.

[30] Advantageously, the porous carbon can have a mesopore volume greater than or equal to 0.2 cm ³ / g, preferably ranging from 0.2 to 0.6 cm ³ / g. The term “mesopore” is understood to mean a pore having a diameter ranging from 2 to 50 nm. They are generally not involved in absorption, but can be useful in the transport of CO2.

[31] Advantageously, the porous carbon can have a volume of macropores greater than or equal to 0.2 cm ³ / g, preferably greater than or equal to 1 cm ³ / g. We hear by

"Macropore" means a pore having a diameter greater than 50 nm.

[32] Advantageously, the powders, particles or porous carbon aggregates can have an average diameter ranging from 1 to 20 mm, preferably from 3 to 15 and more preferably from 5 to 10 mm. The size of the particles, or aggregates of porous carbon can vary depending on the intended use of the composite material.

[33] Advantageously, the porous carbon can be functionalized, preferably at the surface. The surface functionalization can be at least one heteroatom selected from the group consisting of O, N, S and P.

[34] Advantageously, the porous carbon can have a specific surface area ranging from 500 and 3000 m ² / g, preferably from 700 to 2500 m ² / g, and more preferably from 1500 to 2500 m ² / g.

[35] Advantageously, the fresh composite according to the invention can comprise from 1 to 20% by mass of porous carbon, preferably 1 to 10%. [36] In the present application, by "binder" is meant a finely ground material which reacts with water to form a paste which sets and hardens after mixing with water. It can be cement but also polymers, resins or carbon-based materials (pitch). Advantageously, when the binder is of polymer, resin or carbon-based material (pitch) type, the fresh composite and the composite according to the invention generally do not contain water.

[37] Advantageously, the binder can be chosen from the group comprising cements, preferably cements of category CEM I (Portland cement), CEM II A or B (compound Portland cement), CEM III A, B or C (cement. of haut-foumeau), CEM IV A or B (pozzolanic cement) or CEM VA or B (compound cement).

[38] Advantageously, the binder can be chosen from the group comprising polymer or copolymer binders, preferably binders of unsaturated polyester type, epoxy, acrylic or vinyl acetate type resins, vinyl esters, phenolic resins, polyurethane resin, polyethylene. , polystyrene, polycarbonate, latex, alkyl copolymers, epoxy, acrylonitrile, polyvinyl chloride, polyurethane, chlorinated polymer binders and mixtures thereof.

[39] Advantageously, the binder can be chosen from the group comprising carbon-based binders, preferably binders of carbon pitch or petroleum pitch type.

[40] Advantageously, the fresh composite according to the invention can comprise 20 to 60% by mass of binder, preferably 30 to 50%.

[41] Advantageously, the fresh composite according to the invention can comprise from 10 to 25% by mass of water, preferably 15 to 20%.

[42] Advantageously, the fresh composite according to the invention can comprise:

- from 25 to 45% by mass of at least one concrete aggregate with a porosity greater than or equal to 12%,

- from 1 to 20% by mass of porous carbon having a volume of micropores greater than or equal to 0.2 cm ³ / g and a volume of macropores greater than or equal to 0.2 cm ³ / g,

- from 20 to 60% by mass of a binder and

- optionally from 10 to 25% by mass of water. [43] Advantageously, the fresh composite according to the invention can have the concrete aggregate / porous carbon volume ratio in the range from 30:70 to 80:20, preferably from 40:60 to 60:40.

[44] Advantageously, the fresh composite according to the invention can have the ratio of external surface area of concrete aggregate / external surface of porous carbon in a range from 0.5 to 1.5.

[45] Advantageously, the fresh composite according to the invention can have concrete aggregate / binder mass ratio within a range of 0.6 to 1.

[46] Advantageously, the fresh composite according to the invention can have a porous carbon / binder mass ratio within a range ranging from 0.03 to 0.1.

[47] Advantageously, the fresh composite according to the invention can have a concrete aggregate / (binder + water) mass ratio ranging from 0.4 to 0.8.

[48] Advantageously, the fresh composite according to the invention can have a porous carbon / (binder + water) mass ratio ranging from 0.02 to 0.08.

[49] Advantageously, the fresh composite according to the invention can further comprise at least one adjuvant and / or one additive.

[50] Advantageously, the fresh composite according to the invention can comprise from 0 to 2% of at least one adjuvant and / or additive.

[51] The term “adjuvant” or “additive” is understood to mean chemicals usually added during mixing of the concrete and low dosages during preparation (less than 5% of the mass of the concrete). These products offer the possibility of improving certain characteristics of concrete such as its setting time or its tightness. In the context of the invention, the adjuvants and / or additives can be incorporated during the manufacture thereof, more particularly during the mixing of the binder with the concrete aggregates and the porous carbon, in order to improve the properties thereof. properties. An adjuvant can act on several parameters: strength, fluidity, setting time, permeability of the composite according to the invention.

Fluidity: it is generally provided by plasticizers and superplasticizers. These products also increase the strength of the composite in the cured state. The setting time: it can generally be regulated by integrating an accelerator or a setting retarder.

Permeability: This can usually be increased by incorporating an air entrainer, which creates microbubbles in the composite. Conversely, the bulk water repellent limits the penetration of water into the pores and capillaries of the composite.

Additives are generally considered as admixtures but having a more specific role of lowering the shear threshold to modify the rheological behavior of fresh concrete. These can be, for example, superplasticizers.

[52] Advantageously, the fresh composite according to the invention can comprise one or more adjuvants and / or additives chosen from the group comprising setting accelerators, hardening accelerators, setting retarders, plasticizers, plasticizers reducing water, superplasticizers (thinner or reducing agent), air entrainers, water repellents, pigments or dyes and curing products.

[53] Advantageously, the composite according to the invention can further comprise at least one aggregate.

[54] The term “aggregate” is understood to mean a compound of mineral grains of varying sizes and shapes, the most common of which bear the names of “sand” and “gravel”. They are generally used in the composition of concrete and mortar.

[55] Advantageously, the fresh composite according to the invention can comprise silica fume, carbon nanotubes (to add mechanical strength), polymers (as superplasticizers to facilitate manufacture and installation), dyes. (for the aesthetic aspect, expanded shale, polystyrene beads or even vegetable fibers.

[56] Advantageously, the fresh composite according to the invention can comprise:

- from 20 to 60% by mass of a binder and - optionally from 10 to 25% by mass of water.

- optionally from 0 to 2% by mass of at least one adjuvant and / or additive.

[57] The invention also relates to a novel composite material obtained by curing the fresh composite according to the invention. The process for preparing these new materials is also simple and inexpensive. They exhibit improved performance compared to existing absorbent materials, particularly in terms of absorption efficiency (speed and amount of gas absorbed).

[58] Thus, the invention also relates to a composite comprising at least one concrete aggregate having a porosity greater than or equal to 12%, porous carbon having a volume of micropores greater than or equal to 0.2 cm ³ / g. and a volume of macropores greater than or equal to 0.2 cm ³ / g, a binder and optionally water.

[59] Advantageously, the composite can comprise at least one concrete aggregate having a porosity greater than or equal to 12%, porous carbon having a volume of micropores greater than or equal to 0.2 cm ³ / g and a volume of greater macropores. or equal to 0.2 cm ³ / g, a binder and water.

[60] Advantageously, the composite according to the invention can comprise 25 to 45% by mass of concrete aggregates, preferably 30 to 40%.

[61] Advantageously, the composite according to the invention can comprise from 1 to 20% by mass of porous carbon, preferably 1 to 10%.

[62] Advantageously, the composite according to the invention can comprise 20 to 60% by mass of binder, preferably 30 to 50%.

[63] Advantageously, the composite according to the invention can comprise from 10 to 25% by mass of water, preferably 15 to 20%.

[64] Advantageously, the fresh composite and the composite according to the invention have the same composition. In particular, the composite according to the invention generally comprises as much water as the fresh composite, the hardening not being a drying but a crystallization. We can also speak of "semi-crystallization" in the sense that, in the paste, the CSH (or CSH gel) can be poorly crystallized and have the shape of sheets or even flakes, while Ca (OH) 2 is usually completely crystallized. With over time, the quantity of water can nevertheless decrease: in particular when certain water molecules have not been in contact with the dry cement, the mixture of water with the dry cement not having been perfectly homogeneous. These water molecules can get trapped and risk evaporating over time. However, this amount is generally low, and the composite according to the invention can have an amount of water up to only 10% lower, compared to the amount of water of the fresh composite according to the invention.

[65] Advantageously, the composite according to the invention can have the concrete aggregate / porous carbon volume ratio in the range from 30:70 to 80:20, preferably from 40:60 to 60:40.

[66] Advantageously, the fresh composite according to the invention can have the ratio of external surface area of concrete aggregate / external surface of porous carbon in a range from 0.5 to 1.5.

[67] Advantageously, the composite according to the invention can have concrete aggregate / binder mass ratio within a range of 0.6 to 1.

[68] Advantageously, the composite according to the invention can have a porous carbon / binder mass ratio within a range ranging from 0.03 to 0.1.

[69] Advantageously, the composite according to the invention can have a concrete aggregate / (binder + water) mass ratio ranging from 0.4 to 0.8.

[70] Advantageously, the composite according to the invention can have a porous carbon / (binder + water) mass ratio ranging from 0.02 to 0.08.

[71] Advantageously, the composite according to the invention may further comprise at least one adjuvant and / or one additive, preferably in an amount less than or equal to 2%.

[72] Advantageously, the composite according to the invention can comprise:

- from 20 to 60% by mass of a binder and

- optionally from 10 to 25% by mass of water. [73] Advantageously, the composite according to the invention can comprise:

- from 20 to 60% by mass of a binder and

- optionally from 10 to 25% by mass of water.

- optionally from 0 to 2% by mass of at least one adjuvant and / or additive.

[74] The invention also relates to a use of a composite according to the invention for cleaning the air. Air can be air in an indoor or outdoor environment.

[75] Advantageously, the use of the composite according to the invention can be to absorb polluting gases included in the air. The composite according to the invention can thus be used to absorb CO2, SO2, NOx and VOCs.

[76] The term “NOx” is understood to mean nitrogen oxides, which are chemical compounds formed from oxygen and nitrogen.

[77] The term “VOC”, “VOC” or “volatile organic compound” is understood to mean organic compounds which can easily be found in gaseous form in the earth's atmosphere. They constitute a very broad family of products. These compounds have the particularity of having a very low boiling point, they evaporate or sublimate easily from their solid or liquid form. This gives them the ability to spread more or less far from their place of emission, thus leading to direct and indirect impacts on animals and nature. VOCs can be of anthropogenic origin (from refining, evaporation of organic solvents, unburnt, etc.) or of biotic origin (VOCs or biogenic VOCs emitted by plants or certain fermentations). They may or may not be biodegradable.

[78] The invention also relates to a process for manufacturing a composite according to the invention.

[79] Advantageously, the method of manufacturing a composite according to the invention can comprise the steps: a) mixture of at least one concrete aggregate having a porosity greater than or equal to

12%, of porous carbon having a volume of micropores greater than or equal to 0.2 cm ³ / g and a volume of macropores greater ^{than or equal to 0.2 cm 3} / g, of a binder, optionally water and optionally d additives, adjuvants and / or aggregates, and obtaining a fresh composite; b) molding and curing of the fresh composite obtained in step a); c) demoulding.

[80] The term "hardening" or "hydration" is understood to mean, in particular in the field of civil engineering, the hydration process which produces the more or less crystallized chemical elements of the final product, the two expressions are generally used interchangeably because the hardening is the result of hydration (increase in Young's modulus value). When the fresh composite does not include water, the curing of step b) can be the chemical reaction of the polymer, resin or carbon-based material binder to obtain the composite according to the invention.

[81] Advantageously, the amounts of concrete aggregate, porous carbon, binder, water and optionally additive, adjuvant and / or aggregate in the mixture of step a) are such that defined above.

[82] Advantageously, step a) further comprises the addition of any adjuvant, additive and / or aggregate. Preferably, step a) can comprise the sub-steps: i) mixing the aggregates of concrete, binder, porous carbon and optional aggregate, ii) homogenization, and iii) optionally adding water optionally comprising at least one adjuvant. and / or additive, preferably gradually.

[83] Advantageously, step b) of curing can be carried out in molds of desired dimensions. Those skilled in the art will know how to adapt the mold according to the desired end use of the composite.

[84] Advantageously, step b) can last from 4 to 48 hours, preferably 24 hours. Preferably, the demolding step c) should be carried out less than 24 hours after the start of hardening. The hardening can thus continue after step c). The duration of the hardening can be shortened or lengthened, in particular depending on the adjuvants and / or additives possibly present in the fresh composite. Those skilled in the art will know how to adapt the duration of step b) as a function of the fresh composite mixture prepared.

[85] Advantageously, the curing can have a total duration of at least 10 to 30 days, preferably at least 20 days and more preferably at least 27 days.

[86] Advantageously, the process according to the invention can be carried out at a temperature ranging from 10 to 35 ° C. At higher temperatures, water loss may occur.

At lower temperatures, hardening may be slowed down.

[87] The composite material according to the invention also has the following advantages:

- it has great added value because it can be prepared from waste (recycled concrete and biomass) and give them a new function as a depolluting material;

- it has exceptional depolluting capacities by the combined presence of concrete aggregates and porous carbon;

- it has the ability to remove gases such as SO2 and NO _x by transforming them into non-harmful products

- it can be manufactured simply with traditional techniques in factories for the prefabrication of cementitious materials to obtain products suitable for new structures or to cover existing structures;

- the porous carbon included in the composite according to the invention is obtained from biomass plant waste, usually intended to provide energy by combustion, in which they are less valued than in the invention and may even entail risks of overexploitation Resource.

[88] Brief description of the figures:

[89] [Fig. 1] Figure 1 shows a diagram of the manufacturing process of the composite according to the invention.

[90] [Fig. 2] Figure 2 represents the CO2 capture capacity for composites 1 and 2. (a) CO2 capture capacity as a function of the mass of the composite material; (b) CO2 capture capacity as a function of the volume of material; (c) CO2 capture capacity as a function of the area accessible to the gas.

[91] [Fig. 3] FIG. 3 represents the diffusion of CO2 in the matrix of the cementitious material in the composite 2 (a) and the composite 1 (b) after 20 days in an atmosphere of 10,000 ppm of CO2. The darker gray areas correspond to the non-carbonated cementitious material.

[92] The invention is further illustrated by the following examples, without limitation.

[93] Example 1: Synthesis of a composite according to the invention.

[94] The composite material consists of aggregates of recycled concrete and porous carbon integrated into a cement matrix. The process for preparing composites is similar to the conventional method for preparing concrete (see Figure 1). The different stages of the synthesis are:

1) Prepare the porous carbon by pyrolysis of brown algae (Lessonia Nigrescens) in an oven at 750 ° C and an atmosphere of 100 ml / min of inert gas (N2),

2) Mix the recycled concrete aggregates and the porous carbon with a recycled concrete: porous carbon volume ratio of 60:40. For this, 319 g of recycled concrete aggregates (13% porosity) with an average diameter of about 6 mm are mixed with 11.9 g of porous carbon particles with an average diameter of about 6 mm and having a micropore volume of 0.4 cm ³ / g and a macropore volume of 4.8 cm ³ / g (specific surface area 746 m ² / g).

3) Prepare the binder by making a cement paste with cement and water. The amount of cement corresponds with an aggregate / cement mass ratio of about 0.8. The amount of water corresponds to an E / C ratio of 0.45. For this, 400 g of CEM I cement are manually mixed with 180 g of water.

4) Mixing the aggregates with the binder manually until the aggregates are evenly distributed in the "cement" paste.

We obtain the fresh composite 1,

To prepare the composite, we continue with the steps:

4) Pour the fresh composite into a mold with dimensions 9 * 3 * 2 cm and leave cure for 24 hours in an enclosure with a relative humidity of approximately 100%

5) Unmold and proceed to a 27-day hydration step in a climatic chamber with a relative humidity of approximately 100%.

Figure 1 of the appendix of a cross section of composite materials shows that the distribution of aggregates in the cement matrix is homogeneous, although they are small pieces (3 ^X 3 ^X 2 cm) made at the laboratory scale with manual mixing.

[95] Example 2: Synthesis of a composite outside the invention.

[96] The composite material consists of recycled concrete aggregates integrated into a cement matrix. The process for preparing composites is similar to the conventional method for preparing concrete (see Ligure 1). The different stages of the synthesis are:

[97] 1) Prepare 474 g of recycled concrete aggregate (13% porosity) with an average diameter of about 6 mm.

2) Prepare the binder by making a cement paste with cement and water. The amount of cement corresponds with an aggregate / cement mass ratio of about 1.2. The amount of water corresponds to an E / C ratio of 0.45. For this, 400 g of CEM I cement are manually mixed with 180 g of water.

3) Mixing the aggregates with the binder manually until the aggregates are evenly distributed in the "cement" paste.

The fresh composite 2 is obtained (outside the invention).

To prepare the composite we add the steps:

4) Pour the fresh composite into a mold with dimensions 9 * 3 * 2 cm and allow to harden for 24 hours in an enclosure with a relative humidity of about 100%,

Table 1: Summary of the characteristics of composites 1 and 2.

[98] Example 3: Measurement of the depolluting capacities of composites 1 and 2.

[99] The depolluting capacities of the materials were determined at the laboratory scale with experiments to capture CO2 under so-called "accelerated" conditions.

[100] For this, the composite materials were placed in a CO2 incubator conditioned in a relative humidity of about 63%, an ambient temperature of about 25 ° C and a CO2 concentration with an order of magnitude higher. to what can be found in highly polluted urban areas. The concentration of CO2 in the air of a large city like Paris is around 400-450 ppm while it can reach over 1000 ppm when exiting a tunnel on a road. The concentration chosen for the "accelerated" CO2 capture experiments was 10,000 ppm, or 10 times more concentrated than at the exit of a tunnel, for example.

[101] Ligure 2 shows the quantity of CO2 captured for the two composites 1 and 2 (prepared in Examples 1 and 2), as a function of the number of days in the chamber (days of carbonation). In this example, the composite material according to the invention contains 60% by volume of recycled concrete aggregates (with an average diameter of about 6 mm) and 40% by volume of porous carbon particles (with an average diameter of about 6 mm, obtained from biomass and with a specific surface of 1300 m ² / g) in a cement matrix (cement type CEM1).

[102] To show the synergistic effect of Composite 1, we compare it to Composite 2 (not including porous carbon). The results presented in Ligure 2 show that Composite 1 has a significantly higher CO2 adsorption capacity than Composite 2.

[103] In particular, after 30 days of exposure to CO2, composite 1 exhibits:

- a higher adsorption capacity (for an equivalent mass of material) by more by 20% (Figure 2a),

- an adsorption capacity (for an equivalent volume of material) greater than 30% (Figure 2b), and

- an adsorption capacity (for an equivalent surface area of material exposed to the polluting gas) greater than 30% (Figure 2c).

[104] A synergistic effect is thus observed on the absorption of polluting gases between the composite 1 according to the invention and the composite 2 outside the invention. Surprisingly, the CO2 adsorption capacity of Composite 1 is not only significantly higher (by mass, by volume and per exposed area) but also faster than that of Composite 2.

[105] In Figure 3 (composite 2, Figure 3a and composite 1, Figure 3b) after 20 days under an atmosphere of 10,000 ppm C02, for composite 1, carbonation of the cementitious material is observed (unstained areas) around the carbon particles. This indicates that in the case of Composite 1, the CO2 gas which is not adsorbed in the porosity of the carbon diffuses around the particle and reaches the entire matrix faster than in the case of Composite 2.

Claims

[Claim 1] Fresh composite comprising at least one concrete aggregate having a porosity greater than or equal to 12%, porous carbon having a volume of micropores greater than or equal to 0.2 cm ³ / g and a volume of macropores greater than or equal at 0.2 cm ³ / g, a binder and optionally water.

[Claim 2] A fresh composite according to claim 1, wherein the concrete aggregate / porous carbon volume ratio is in the range of 30:70 to 80:20, preferably 40:60 to 60:40.

[Claim 3] A fresh composite according to any one of the preceding claims, wherein the ratio of concrete aggregate external surface area to porous carbon external surface is in the range of 0.5 to 1.5.

[Claim 4] A fresh composite according to any preceding claim, wherein the concrete aggregate / binder mass ratio is within a range of 0.6 to 1.

[Claim 5] A fresh composite according to any preceding claim, wherein the porous carbon / binder mass ratio is in a range of 0.03 to 0.1.

[Claim 6] A fresh composite according to any one of the preceding claims, wherein the porous carbon is composed essentially of carbon and has a specific surface area ranging from 500 to 3000 m ² / g.

[Claim 7] A fresh composite according to any preceding claim, wherein the porous carbon aggregate is functionalized, preferably at the surface, with at least one heteroatom selected from the group consisting of O, N, S and P.

[Claim 8] A fresh composite according to any one of the preceding claims, wherein the porous carbon aggregate has an average diameter ranging from 1 to 20 mm, preferably 3 to 15 and more preferably 5 to 10 mm. .

[Claim 9] A fresh composite according to any preceding claim, wherein the concrete aggregate consists essentially of recycled concrete.

[Claim 10] A fresh composite according to any one of the preceding claims, wherein the concrete aggregate has an average diameter ranging from 1 to 50mm, preferably 1 to 20, and more preferably 5 to 10mm.

[Claim 11] A fresh composite according to any preceding claim, wherein the water / cement ratio is from 0.3 to 0.6, preferably 0.45 to 0.5.

[Claim 12] Fresh composite according to the preceding claim, in which the binder comprises at least one binder chosen from cements of categories CEM I, CEM II, CEM III, CEM IV or CEM V, binders of polymer type, resins or carbon-based binders and mixtures thereof.

[Claim 13] Fresh composite according to any one of the preceding claims, further comprising at least one adjuvant and / or additive, preferably in an amount of less than or equal to 2%.

[Claim 14] Composite comprising at least one concrete aggregate having a porosity greater than or equal to 12%, porous carbon having a volume of micropores greater than or equal to 0.2 cm ³ / g and a volume of macropores greater than or equal to 0.2 cm ³ / g, a binder and optionally water.

[Claim 15] Use of a composite according to the preceding claim for cleaning the air, preferably for absorbing CO2, SO2, NOx and VOCs.

[Claim 16] A method of manufacturing a composite according to claim 14 comprising the steps: a) mixing at least one concrete aggregate having a porosity greater than or equal to 12%, porous carbon having a greater micropore volume or equal to 0.2 cm ³ / g and a macropore volume of greater than or equal to 0.2 cm ³ / g, a binder, optionally water and optionally additives, auxiliaries and / or granulate, and obtaining a fresh composite; b) molding and curing of the fresh composite obtained in step a); c) demoulding.