Classifications

• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
  • C04B18/04—Waste materials; Refuse
  • C04B18/16—Waste materials; Refuse from building or ceramic industry
  • C04B18/167—Recycled materials, i.e. waste materials reused in the production of the same materials
• • 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
  • C04B28/001—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 unburned clay
• • 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
  • C04B28/006—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 mineral polymers, e.g. geopolymers of the Davidovits type
• • 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
• • 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
• • 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
  • C04B28/06—Aluminous cements
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • 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
  • C04B28/06—Aluminous cements
  • C04B28/065—Calcium aluminosulfate cements, e.g. cements hydrating into ettringite
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
  • C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
  • C04B28/08—Slag cements
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
  • C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
  • C04B28/10—Lime cements or magnesium oxide cements
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
  • C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
  • C04B28/10—Lime cements or magnesium oxide cements
  • C04B28/12—Hydraulic lime
• • 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
  • C04B28/14—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 calcium sulfate cements
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • 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
  • C04B28/28—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 organic polyacids, e.g. polycarboxylate cements, i.e. ionomeric systems
• • 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
  • C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
  • C04B2111/00637—Uses not provided for elsewhere in C04B2111/00 as glue or binder for uniting building or structural materials
  • C04B2111/00646—Masonry mortars
• • 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

Definitions

• the present invention relates to the recycling of mineral binder material. Especially, the present invention relates to the materials and methods to improve the workability of a mineral binder composition comprising at least one mineral binder and additionally recycled powder.
• the recycled powder being available from recycling of waste construction material such as construction demolition waste, off-spec construction material or surplus construction material.
• waste construction material such as hardened concrete or mortar from demolition, off-spec production, or surplus construction material is disposed of in landfills. Only smaller quantities are partly reused as raw material for low-tech applications in the construction industry.
• the current practice is that waste construction material, especially demolition waste, is crushed and only the coarse fractions are reused, while the finer fractions are typically discarded.
• the reason for this is that the finer fractions, if reused, may affect the properties of fresh and hardened concrete. Therefore, the current practice can only be considered incomplete.
• EP 2978724 also teaches that the initial spread flow of cement pastes or mortar comprising powdery mineral material, i.e. essentially carbonated binder, in addition to the mineral binder is not significantly changed as compared to cement paste or mortar without such powdery mineral material. However, the EP 2978724 does not provide any means to improve the initial flow and/or to maintain the workability for prolonged times of such mineral binder compositions.
• the flow of the mineral binder composition in the present case refers to the slump flow as measured according to standard EN 1015-3.
• Improved workability within the present context means an increase in the initial flow and/or a prolongation in the time for which a certain flow of a mineral binder composition comprising at least one mineral binder and additionally recycled powder is maintained.
• the initial slump flow as measured according to EN 1015-3 of a mineral binder composition produced according to a method of the present invention is increased by at least 20%, preferably at least 30 %, more preferably at least 45%, especially at least 50%, as compared to the same mineral binder composition without the at least one workability improver.
• the slump flow is maintained on high level over a prolonged period of time, for example over at least 30 minutes, preferably at least 60 minutes, more preferably at least 90 minutes, especially at least 120 minutes.
• the slump flow is maintained for a given time if its value as measured after said given time after mixing is changed by not more than 35%, preferably not more than 30%, especially not more than 25%, relative to the initial slump flow as measured directly after mixing. Additionally, the setting time was prolonged to values still acceptable for most practical applications.
• the present invention relates to a method to improve the workability of a mineral binder composition comprising at least one mineral binder and additionally recycled powder, said method comprising the steps of a) providing at least one mineral binder, b) admixing recycled powder, c) admixing at least one workability improver selected from the group consisting of polycarboxylates, lignosulphonates, sugar acids, sugars, or mixtures thereof, and d) admixing water.
• an improvement of the workability of a mineral binder composition relates to an increase of the initial slump flow and/or to a prolongation of the time for which a certain slump flow is maintained.
• the slump flow can be measured according to standard EN 1015-3.
• the initial slump flow of a mineral binder composition comprising at least one mineral binder and additionally recycled powder and at least one workability improver is increased and/or maintenance of a certain slump flow of such a mineral binder composition over time is prolonged as compared to the initial slump flow and/or slump flow over time of the same mineral binder composition without at least one workability improver of the present invention.
• the initial slump flow as measured according to EN 1015-3 is increased by at least 20%, preferably at least 30 %, more preferably at least 45%, especially at least 50%, as compared to the same mineral binder composition without the at least one workability improver.
• a mineral binder preferably is selected from cement, gypsum, lime, magnesia, alumina, geopolymers, latent hydraulic binders, and/or pozzolanes.
• Cements can in particular be Portland cements of type CEM I, CEM II, CEM III, CEM IV, and CEM V as described in standard EN 197-1, calcium aluminate cements as described in standard EN 14647, and/or calcium sulphoaluminate cements.
• the term “gypsum” is meant to encompass CaSC in various forms, in particular CaSC anhydrite, CaSC a- and b- hemihydrate, and CaSC dihydrate.
• lime is meant to encompass natural hydraulic lime, formulated lime, hydraulic lime, and air lime as described in the standard EN 459-1:2015.
• alumina stands for aluminum oxides, aluminum hydroxides, and/or aluminum oxy-hydroxides such as gibbsite and boehmite, calcined or flash calcined alumina, alumina resulting from the Bayer process, hydratable alumina such as amorphous mesophase alumina and rho phase alumina.
• Pozzolanes and latent hydraulic materials preferably are selected from the group consisting of slag, clay, calcined clay, especially metakaolin, kiln dust, microsilica, fly ash, pyrogenic silica, precipitated silica, silica fume, zeolite, rice husk ash, burnt oil shale, and natural pozzolane such as pumice, trass, and finely ground limestone.
• the at least one mineral binder is selected from the group consisting of Portland cement, especially of type CEM I, calcium aluminate cement, calcium sulphoaluminate cement, gypsum, hydraulic lime, air lime, geopolymers, slag, clay, finely ground limestone, and mixtures thereof.
• recycled powder within the present context relates to a mineral powder which has been retrieved from waste construction material.
• Methods of retrieval or recycled powder from waste construction material include mechanical methods, especially crushing and/ or grinding, of the waste construction material.
• the recycled powder is retrieved from waste construction material by means of mechanical methods, especially crushing and/or grinding and subsequent separation from aggregates, for example by means for separation by size or by weight.
• Recycled powder can be partially or fully hydrated. It is also possible that the recycled powder is partially or fully carbonated, e.g. by natural carbonation which occurs over the time of use of mineral binders. It is, however, also possible, that the recycled powder is not carbonated.
• Chemical methods to retrieve recycled powder include for example carbonation, acid treatment, and/or solution/ precipitation of waste construction material.
• Particularly preferred methods to retrieve recycled powder from waste construction material are chemo-mechanical methods where a mechanical and a chemical treatment are combined to retrieve the recycled powder. Mechanical and chemical treatment can be performed sequentially, simultaneously, or in multiple steps.
• the recycled powder is retrieved from waste construction material by first carbonating pieces of waste construction material under a CO2 atmosphere, followed by grinding the carbonated material to separate recycled powder from aggregates.
• the recycled powder is retrieved from waste construction material by crushing and/or grinding and simultaneously carbonating the waste construction material.
• Such methods are for example described in EP 2978724 and EP 2708520.
• a recycled powder of the present invention is separated from aggregates, fibers, metals, and wood which are present in the waste construction material. Especially, the recycled powder does not contain any aggregates. Aggregates are as defined below.
• the waste construction material which is the source of the recycled powder is not particularly limited.
• Preferred sources of waste construction material are for example demolition waste as well as off-spec material or surplus material from production.
• Especially preferred sources are waste concrete or mortar, for example from demolition of concrete structures, off-spec concrete or mortar, and surplus concrete, for example surplus concrete from ready-mix plants.
• other waste construction material such as for example bricks or gypsum, e.g. gypsum render, plasterboard, gypsum screed, are also possible to use as a source for recycled powder.
• mixed waste construction material to retrieve recycled powder according to the present invention.
• Mixed waste construction material comprises two or more different mineral binders.
• Mixed waste construction material may result for example from demolition of infrastructure where more than one binder material has been used, e.g. cementitious bodies with a gypsum plaster, brickwork with cementitious mortar and/or render.
• Mixed waste construction material may also result from the formulation of concrete or mortar, i.e. where the concrete or mortar comprises more than one binder, e.g. combinations of Portland cement and slag, Portland cement and gypsum, Portland cement and aluminate cement and optionally gypsum, Portland cement and clays and optionally limestone.
• Mixed waste construction material may also comprise composite cements such as CEM II, CEM III, CEM IV, or CEM V as described in standard EN 197-1.
• Mixed waste construction material may, of course, also comprise materials other than mineral binder and which are common to construction materials. Such other materials comprise aggregates as defined below, fibers, glass, metals, wood, organic polymers.
• the chemical composition of the recycled powder of the present invention depends on the chemical composition of the mineral binder or mineral binder composition present in the waste construction material.
• the recycled powder can be used for different purposes.
• the recycled powder can be used as filler or supplementary cementitious material for concrete or mortars.
• the recycled powder can be used for the sulphatation of mineral binders.
• the recycled powder has particle sizes ranging from nanometers to several micrometers.
• the particle size of the recycled powder is in the range of 0 - 0.250 mm, preferably 0.001 - 0.200 mm, especially 0.01 - 0.125 mm determined by sieve analysis as described in standard EN 933-1. This facilitates the separation of the recycled powder from the aggregates during retrieval.
• the recycled powder of the present invention comprises or consists of at least one cement clinker, especially Portland cement clinker. It is particularly preferred that the recycled powder of the present invention is a carbonated recycled powder.
• a carbonated recycled powder can be retrieved from a mineral binder or mineral binder composition, especially a mortar or concrete, which has undergone natural carbonation.
• the carbonated recycled powder is a mineral powder or mineral powder composition which has been treated in a carbonation process. Suitable carbonation processes are for example described in EP 2978724, EP 2708520, and WO 2015/123769.
• the carbonated recycled powder is the carbonation product of a mix of two or more mineral binders. This is especially the case where mixed waste construction material is subjected to carbonation to form the carbonated recycled powder.
• carbonation stands for the incorporation of carbon dioxide into chemical compounds or the chemical reaction of carbon dioxide with a starting material. Carbonation of mineral binders or mineral binder compositions, e.g. cements, mortars or concrete, occurs naturally to some extent. However, the term “carbonation” here preferably stands for a process in which carbonation is deliberately enhanced or accelerated compared to the natural process. This can be achieved by providing excess carbon dioxide. Thus, “carbonation” specifically includes carbon dioxide treatment of the starting material.
• carbonation stands for a process that is essentially the reverse of the chemical process of calcination, such as takes place e.g. in a cement kiln.
• a hardened mineral binder in the form of hydraulic cement which essentially consists of calcium, silicate and aluminum hydrates, can react with carbon dioxide to form corresponding carbonates.
• Carbonated mineral binders, especially carbonated Portland cements generally have a lower pH as compared to the uncarbonated materials.
• the progressive carbonation of mineral binders, especially hardened mineral binders can thus be measured by a drop in the pH value.
• the progressive carbonation of concrete can be detected by spraying the concrete surface with an ethanolic phenolphthalein solution. Colorless areas indicate carbonated concrete, purple areas indicate uncarbonated concrete.
• a carbonated recycled powder within the present context thus is a mineral binder that has been subject to carbonation.
• a carbonated recycled powder within the present context is a carbonated recycled Portland cement.
• a carbonated recycled powder, preferably a carbonated recycled Portland cement, of the present invention can be partially or fully carbonated, preferably fully carbonated.
• the recycled powder comprises or essentially consist of fully carbonated cement, preferably fully carbonated Portland cement.
• the progress of carbonation can, for example, be determined by measuring the CO2 partial pressure during a process where mineral binder or a mineral binder composition is subjected to a CO2 atmosphere. If the CO2 partial pressure drops, carbonation takes place. If the CO2 partial pressure does not decrease further, it can be assumed that carbonation is essentially complete.
• the progress of carbonation can also be determined by measuring the pH value of the mineral binder or mineral binder composition. If the pH value of the pore solution of a mineral binder composition based on Portland cement or of an aqueous slurry of Portland cement or mineral binder composition based thereon is between 12.5 - 14 essentially no carbonation has taken place. When the pH thereof has dropped to values between 7 - 9 upon carbonation is essentially complete.
• the weight ratio between the at least one mineral binder and the recycled powder in a method of the present invention is between 99:1 to 5:95, preferably 94:6 to 45:55, more preferably between 94:6 to 65:35.
• At least one workability improver selected from the group consisting of polycarboxylates, lignosulphonates, sugar acids, sugars, or mixtures thereof, is admixed.
• polycarboxylate within the present context stands for polycarboxylic acids, polycarboxylate ethers, and polycarboxylate esters.
• polycarboxylate ethers and polycarboxylate esters both abbreviated as PCE.
• PCE polycarboxylate esters
• one particularly preferred type of workability improver are PCE.
• PCE of the present invention comprise or consist of
• each R u independently represents hydrogen or a methyl group
• each R v independently represents hydrogen or COOM
• M is independently H, an alkali metal, or an alkaline earth metal
• m 0, 1, 2 or 3
• p 0 or 1
• each R 1 is independently -(CH2)z-[YO]n-R 4 , where Y is C2 to C4 alkylene and R 4 is H, Ci to C20 alkyl, -cyclohexyl, -alkylaryl, or -N(-Ri)j-[(CH2)z-P03M]3-j
• z 0, 1, 2, 3 or 4
• n 2 - 350
• j 0, 1 or 2
• R' represents a hydrogen atom or an alkyl group having 1 - 4 carbon atoms
• M represents a hydrogen atom, an alkali metal, an alkaline earth metal or an ammonium ion, and wherein the repeating units A and
• the molar ratio A : B of a PCE of the present invention is 10 : 90 - 60 : 30.
• PCE of the present invention preferably have an average molecular weight Mw in the range of 1000 - 1000000, more preferably 1500 - 500000, most preferably 2000 - 100000, in particular 3000 - 75000 or 3000 - 50000 g/mol.
• the molar mass Mw is determined by gel permeation chromatography (GPC) with polyethylene glycol (PEG) as standard. This technique is known to the person skilled in the art.
• PCEs according to the invention can be random or non-random copolymers.
• Non- random copolymers are in particular alternating copolymers or block or gradient copolymers or mixtures thereof.
• PCEs according to the invention can be prepared by free radical polymerization of mixtures comprising at least one olefinically unsaturated carboxylic acid monomer of the general structure (la) and at least one olefinically unsaturated monomer of the general structure (I la) wherein R u , R v , m, p, and R 1 have the meanings given above and the looped bond stands for both cis- and trans-double bond isomers or their mixture.
• PCEs according to the invention can also be prepared by a polymer analogue reaction.
• PCEs according to the invention can be prepared by esterification of a homo- or copolymer comprising repeating units of the general structure (I) with polyalkylene glycols of the general structure (III) HO-R 1
• PCEs according to the invention may contain one or more further monomers M.
• These further monomers M may be selected from styrene, ethylene, propylene, butylene, butadiene, isoprene, vinyl acetate, vinyl chloride, acrylonitrile, N-vinylpyrrolidone and/or hydroxyalkyl (meth)acrylates.
• the molar fraction of the one or more further monomers M is equal to or less than 66 mol%, preferably equal to or less than 50 mol%, more preferably equal to or less than 25 mol%, particularly preferably equal to or less than 10 mol%, especially equal to or less than 5 mol%, in each case relative to all the monomers constituting the PCE.
• the PCE is essentially free of further monomer units M.
• lignosulphonate refers to a salt composed of lignosulphonate anions and suitable cations and includes in particular the substances sodium lignosulphonate (CAS No. 8061-51-6), magnesium lignosulphonate (CAS No. 8061-54-9), calcium lignosulphonate (CAS No. 8061-52-7).
• the cation plays no role in the efficacy in the present invention.
• Lignosulphonates are prepared from lignin, which in turn is produced in plants, especially woody plants.
• Lignin is a three-dimensional, amorphous polymer which, unlike most other biopolymers, has no regularly ordered or repeated units. For this reason, no defined lignin structure can be named, although various models for an "average" structure have been proposed. The non-uniformity of lignin between plants of different taxa, as well as between the different tissues, cells, and cell wall layers of each species, is familiar to those skilled in the art.
• Lignosulphonates are formed as by-products of pulp production under the influence of sulphurous acid, which causes sulphonation and a certain degree of demethylation of the lignins. Like lignins, they are diverse in structure and composition. They are soluble in water over the entire pH range, but insoluble in ethanol, acetone, and other common organic solvents.
• lignosulphonates are familiar to those skilled in the art.
• calcium lignosulphonates are precipitated by adding an excess of lime to spent sulphite leachate.
• Lignosulphonates can also be isolated by forming insoluble quaternary ammonium salts with long-chain amines.
• ultrafiltration and ion exchange chromatography can be used to purify lignosulphonates.
• Lignosulphonate series usable according to the invention are commercially available under various trade names, such as Ameri-Bond, Borresperse (Borregaard), Dynasperse, Kelig, Lignosol, Marasperse, Norlig (Daishowa Chemicals), Lignosite (Georgia Pacific), Reax (MEAD Westvaco), Wafolin, Wafex, Wargotan, Wanin, Wargonin (Holmens), Vanillex (Nippon Paper), Vanisperse, Vanicell, Ultrazine, Ufoxane (Borregaard), Serla-Bondex, Serla-Con, Serla-Pon, Serla-Sol (Serlachius), Collex, Zewa (Wadhof-Holmes), Raylig (ITT Rayonier).
• trade names such as Ameri-Bond, Borresperse (Borregaard), Dynasperse, Kelig, Lignosol, Maraspers
• lignosulphonates can also be used.
• the lignosulphonates can be in both liquid and solid form.
• a "sugar acid” in the context of the present invention is a monosaccharide having a carboxyl group. It may belong to any of the classes of aldonic acids, ursonic acids, uronic acids or aldaric acids. Preferably, it is an aldonic acid.
• sugar acids useful in connection with the present invention include, but are not limited to gluconic acid, ascorbic acid, neuraminic acid, glucuronic acid, galacturonic acid, iduronic acid, mucilic acid and saccharic acid.
• the sugar acid may be in the form of the free acid or as a salt.
• salts of sugar acids may be salts with metals of groups la, lla, lb, Mb, IVb, Vlllb of the periodic table of elements.
• Preferred salts of sugar acids are salts of alkali metals, alkaline earth metals, iron, cobalt, copper, or zinc.
• salts with sodium, potassium, and calcium are likewise preferred.
• An especially preferred sugar acid is gluconic acid and its salts, especially sodium gluconate.
• the at least one workability improver is sodium gluconate.
• a "sugar” in the sense of the present invention is a carbohydrate having an aldehyde group or an acetal moiety.
• the sugar belongs to the group of monosaccharides or disaccharides.
• sugars include, but are not limited to, glyceraldehyde, threose, erythrose, xylose, lyxose, ribose, arabinose, allose, altrose, glucose, mannose, gulose, idose, galactose, tallose, fructose, sorbose, lactose, maltose, sucrose, lactulose, trehalose, cellobiose, chitobiose, isomaltose, palatinose, mannobiose, raffinose, and xylobiose.
• Sugars can also be used in form of dextrines, vinasse, or molasse.
• Both, D and L-form of sugars are likewise preferred.
• Especially preferred sugars are fructose, mannose, maltose, glucose, galactose, dextrines, vinasse, and molasses.
• the term “sugar” within the present context is to be understood to also include hydrogenated sugars.
• a hydrogenated sugar especially is a hydrogenated starch hydrolysate or a hydrogenated glucose syrup. Hydrogenated sugars are produced by the partial hydrolysis of oligo- and polysaccharides which are subsequently hydrogenated. The result is a mixture of sugar alcohols.
• Two different polycarboxylates means that the polycarboxylates differ in their chemical and/or structural composition.
• a difference can for example be different repeating units A and/or B or a different molar ratio A : B, where A and B are as described above.
• a difference can also be the structure of the polycarboxylate being random vs non-random, e.g. block-wise.
• a mixture of a sugar with sodium gluconate It is also possible to use a mixture of a polycarboxylate, a sugar, and a sugar acid, preferably sodium gluconate.
• the at least one workability improver thus is selected from a mixture of two different polycarboxylates, or from a mixture of a polycarboxylate with a sugar acid, preferably sodium gluconate, or from a mixture of a sugar and of sodium gluconate.
• the at least one workability improver thus is a mixture of a polycarboxylate, a sugar, and a sugar acid, preferably sodium gluconate.
• Admixing the recycled powder, the at least one workability improver and water to the at least one mineral binder in a method of the present invention can be done by any suitable means known to the person skilled in the art.
• Suitable mixers are for example horizontal single shaft mixers, twin shaft paddle mixers, vertical shaft mixers, ribbon blenders, orbiting mixers, change-can mixers, tumbling vessels, vertical agitated chambers or air agitated operations. Mixing can be continuous or batch-wise.
• the at least one workability improver is admixed to the mixture of the at least one mineral binder and the recycled powder before the mixing water is admixed.
• the at least one workability improver is admixed to the mixture of the at least one mineral binder and the recycled powder, together with the mixing water.
• the at least one workability improver is first mixed with the at least on mineral binder, then the carbonate binder is admixed to this mixture, followed by admixing the water.
• the at least one workability improver of the present invention in the form of pure chemicals either in their liquid or solid state. It is likewise possible to admix the at least one workability improver of the present invention as a solution or dispersion in a liquid. Preferred solutions or dispersions are aqueous solutions or dispersions. It is also possible to admix the at least one workability improver in a dried form, for example adsorbed on a dry carrier or as a spray-dried powder.
• the weight of polycarboxylates admixed is between 0.1 - 3.0 w%, preferably 0.20 - 1.125 w%, more preferably from 0.40 - 0.85 w%, in each case relative to the dry weight of the recycled powder present.
• the weight of polycarboxylates refers to the total dry weight of all polycarboxylates present. That it is, if mixtures of two or more different polycarboxylates are present, this weight refers to the combined dry weight of such polycarboxylates.
• the weight of lignosulphonate admixed is between 1.0 - 6.0 w%, preferably 3.5 - 5.5 w%, more preferably 4.0 - 5.0 w%, in each case relative to the dry weight of the recycled powder present.
• the weight of sugar acids, especially of sodium gluconate, admixed is between 0.025 - 1.0 w%, preferably 0.3 - 0.9 w%, in each case relative to the dry weight of the recycled powder present.
• the weight of sugars admixed is between 0.5 - 2.0 w%, preferably 0.7 - 1.5 w%, in each case relative to the dry weight of the recycled powder present.
• the at least one workability improver is selected from a mixture of a polycarboxylate with a sugar acid, preferably sodium gluconate
• the weight of polycarboxylate admixed is between 0.20 - 1.125 w%, preferably 0.25 - 0.85 w%
• the weight of sugar acid, preferably of sodium gluconate, admixed is between 0.025 - 1.0 w%, preferably 0.28 - 0.5 w%, in each case relative to the dry weight of the recycled powder present.
• the at least one workability improver is selected from a mixture of a sugar with a sugar acid, preferably sodium gluconate
• the weight of sugar admixed is between 0.5 - 2.0 w%
• the weight of sugar acid, preferably of sodium gluconate, admixed is between 0.025 - 1.0 w%, preferably 0.10 - 0.50 w%, in each case relative to the dry weight of the recycled powder present.
• the weight of polycarboxylate admixed is between 0.1 - 3.0 w%, preferably 0.1 - 1.125 w%
• the weight of sugar admixed is between 0.1 - 2.0 w%, preferably 0.2 - 1.2 w%
• the weight of sugar acid, preferably of sodium gluconate, admixed is between 0.025 - 1.0 w%, preferably 0.07 - 0.50 w%, in each case relative to the dry weight of the recycled powder present.
• a method of the present invention may also comprise a step of adjusting the dosage of at least one workability improver selected from the group consisting of polycarboxylates, lignosulphonates, sugar acids, sugars, or mixtures thereof.
• the adjustment is made in a way such that the workability of the mineral binder composition comprising the recycled powder is essentially the same as the workability of the same mineral binder composition without the recycled powder.
• the mineral binder composition without the recycled powder contains an additional amount of mineral binder to compensate for the recycled powder omitted.
• the recycled powder can be seen as a replacement, especially partial replacement, of the mineral binder.
• the present invention also relates to a method to determine the optimal dosage of at least one workability improver for a mineral binder composition comprising at least one mineral binder and recycled powder, said method comprising the steps of a) providing a mixture comprising at least one mineral binder and a recycled powder, b) admixing a first amount of at least one workability improver selected from the group consisting of polycarboxylates, lignosulphonates, sugar acids, sugars, or mixtures thereof, c) admixing water, d) measuring the workability of the mix obtained under step c), e) comparing the workability measured under step e) with a target workability, f) if the comparison in step e) deviates beyond a pre-determ ined threshold, adjusting the amount of at least one workability improver admixed in step b), and g) repeating steps a) - f) until the comparison in step e) does not deviate beyond a pre-determ ine
• the target workability used in step e) is the workability of the same mixture as provided in step a) but without any recycled powder added.
• the target workability used in step e) is the workability of the same mixture as provided in step a) but having an additional content of mineral binder to compensate for the amount of recycled powder which is not admixed.
• the pre-determ ined threshold used in steps f) and g) can be, for example, not more than 50 %, preferably not more than 25 %, especially not more than 10 %. All other definitions and embodiments as described in this invention also apply to such method.
• the present invention relates to a mineral binder composition, especially a concrete or mortar, comprising a) at least one mineral binder and a recycled powder in a weight ratio of 99:1 to 5:95, preferably 94:6 to 45:55, more preferably between 94:6 to 65:35, b) at least one workability improver, c) at least one aggregate, d) optionally further additives, and e) optionally water.
• the at least one mineral binder, the recycled powder, and the at least one workability improver are as described above.
• Aggregates can be any material that is non-reactive in the hydration reaction of binders.
• Aggregates can be any aggregate typically used for construction materials. Typical aggregates are for example rock, crushed stone, gravel, sand, especially quartz sand, river sand and/or manufactured sand, slag, recycled concrete, glass, expanded glass, hollow glass beads, glass ceramics, volcanic rock, pumice, perlite, vermiculite, quarry wastes, raw, fired or fused earth or clay, porcelain, electro-fused or sintered abrasives, firing support, silica xerogels.
• Aggregates may also be bio based aggregates such as for example hemp fibers.
• Aggregates useful for the present invention can have any shape and size typically encountered for such aggregates.
• An especially preferred aggregate is sand.
• Sand is a naturally occurring granular material composed of finely divided rock or mineral particles. It is available in various forms and sizes. Examples of suitable sands are quartz sand, limestone sand, river sand or crushed aggregates. Suitable sands are for example described in standards ASTM C778 or EN 196-1. Of course, a mixture of aggregates is possible.
• Further additives can be any additives common to the mortar and concrete industry with the exclusion of lignosulfonates, sugar acids, sugars, and polycarboxylates including PCE.
• the further additives can be selected from plasticizers, shrinkage reducers, air entrainers, de-aerating agents, stabilizers, viscosity modifiers, thickeners, water reducers, retarders, accelerators, water resisting agents, fibers, blowing agents, defoamers, redispersible polymer powders, dedusting agents, chromate reducers, pigments, biocides, corrosion inhibitors, and steel passivating agents.
• the combined amount of at least one mineral binder and of carbonate binder in a mineral binder composition of the present invention may be between 10 - 79 w%, preferably 15 - 60 w%, in each case relative to the total dry weight of the composition.
• the amount of at least one workability improver in a mineral binder composition of the present invention may be between 0.025 - 6.0 w%, preferably 0.1 - 4.5 w%, more preferably 0.2 - 1.5 w%, in each case relative to the total dry weight of the composition.
• the amount of the at least one aggregate in a mineral binder composition of the present invention may be between 15 - 84 w%, preferably 34 - 79 w%, in each case relative to the total dry weight of the composition.
• the combined amount of further additives, if present, can be from 0.1 - 10 w%, in each case relative to the total dry weight of the composition.
• the amount of water, if present, can be such that a water to binder ratio of between 0.1 - 0.8, preferably 0.2 - 0.6, especially 0.25 - 0.4 results.
• a mineral binder composition especially a mortar or concrete, of the present invention thus comprises or consists of (in each case relative to the total dry weight of the composition) a) 10 - 79 w%, preferably 15 - 60 w% of at least one mineral binder and of carbonate binder, b) 0.025 - 6.0 w%, preferably 0.1 - 4.5 w%, more preferably 0.2 - 1.5 w% of at least one workability improver, c) 15 - 84 w%, preferably 35.5 - 80.5 w% of at least one aggregate, d) optionally 0.1 - 10 w% of further additives, and e) optionally water in an amount to realize a water to binder ratio of between 0.1 - 0.8, preferably 0.2 - 0.6, especially 0.25 - 0.4.
• a mineral binder composition, especially a mortar or concrete, of the present invention may thus be a dry or a wet composition.
• a mineral binder composition of the present invention can be a concrete, especially a crane and bucket concrete, pumped concrete, pre-cast concrete, ready-mix concrete, sprayed concrete, slipform concrete, high-performance concrete, ultra-high performance concrete, self-compacting concrete, roller compacted concrete, lightweight concrete, heavyweight concrete, spun pile concrete, underwater concrete, or mass concrete.
• a mineral binder composition of the present invention can also be a cementitious tile adhesive, a grouting material, a self-levelling underlayment, a self levelling overlayment, a render, a repair mortar, a masonry thin join mortar or concrete, a screed, a wall leveller for interior or exterior use, a non-shrink grout, a thin joint mortar, a waterproofing mortar, or an anchoring mortar.
• a concrete is especially according to standard EN 206.
• a cementitious tile adhesive is especially according to standard EN 12004-1.
• a grouting material is especially according to standard EN 13888.
• a self-levelling underlayment or a self-levelling overlayment is especially according to standard EN 13813.
• a render is especially according to standard EN 998-1 .
• a repair mortar is especially according to standard EN 1504-3.
• a masonry mortar or concrete is especially according to standards EN 998-2 and EN 206-1.
• a screed is especially according to standard EN 13813.
• a non shrink grout is especially according to standard EN 1504-6.
• a thin joint mortar is especially according to standard EN 998-2.
• a waterproofing mortar is especially according to standard EN 1504-2.
• An anchoring mortar is especially according to standard EN 1504-6.
• the present invention also relates to an admixture for the improvement of workability of a mineral binder composition comprising recycled powder, said admixture comprising or consisting of a) at least one workability improver selected from polycarboxylates, lignosulphonate, sugar acids, sugars, or mixtures thereof, and b) optionally water.
• a mineral binder, a recycled powder, polycarboxylates, lignosulphonate, sugar acids, and sugars are as described above.
• the amount of water in an admixture of the present invention may vary in a wide range.
• the amount of water, if present, is between 1 - 90 w%, preferably 10 -66 w%, more preferably 15 - 50 w%, in each case relative to the total weight of the admixture.
• An admixture of the present invention may additionally comprise further additives common to the mortar and concrete industry with the exclusion of lignosulfonates, sugar acids, sugars, and polycarboxylates including PCE.
• further additives can be selected from plasticizers, shrinkage reducers, air entrainers, de aerating agents, stabilizers, viscosity modifiers, thickeners, water reducers, retarders, accelerators, water resisting agents, fibers, blowing agents, defoamers, redispersible polymer powders, dedusting agents, chromate reducers, pigments, biocides, corrosion inhibitors, and steel passivating agents.
• a mineral binder composition as described above and where water is present has an initial slump flow as measured according to EN 1015-3 which is increased by at least 20%, preferably at least 30 %, more preferably at least 45%, especially at least 50%, as compared to the same mineral binder composition without the at least one workability improver.
• the present invention relates to a hardened mineral binder composition, preferably as part of a building, obtained by curing a mineral binder composition as described above and where water is present.
• the curing is done at a temperature of between 5 - 40 °C and at atmospheric pressure. It is, in principle, also possible to cure the mineral binder composition at higher temperatures and/or at increased pressures, e.g. in an autoclave.
• CEM I 42.5 N was suspended in water at 23°C until fully hardened.
• the hardened product was dried at 80 °C, conditioned at 20°C / 65% r.h. until reaching a constant weight, and then ground in a pin mill to a particle size ⁇ 0.063 mm.
• the powdered material was stored in a reactor at 23°C / 65% r.h. the powder was gently agitated and a continuous gas stream of gaseous CO2 was passed through the reactor.
• the carbonation process was followed by measuring the amount of carbonates by thermogravimetric analysis (TGA). Carbonates in TGA are determined from the mass loss in the temperature range of 500 - 800 °C. Sufficient carbonation was assumed if the TGA indicated the presence of 55 - 60 w% of carbonates.
• TGA thermogravimetric analysis
• Gluco sodium gluconate from Sigma Aldrich (>99%)
• Example 1 the effect on a cement paste of various workability improvers used singly was evaluated.
• CEM I 42.5 N was used as mineral binder and mixed dry with recycled powder until visually homogeneous.
• the mixing ratio by weight of mineral binder : recycled powder was 82:18.
• the mix of mineral binder and recycled powder was mixed with an amount of water to give a water : binder weight ratio of 0.45.
• Mixing was done for 2 min with a propeller mixer at a speed of 2.5 - 5.5 m/s.
• the respective workability improver was added together with the mixing water in the amount as indicated in below table 1.
• the following table 1 shows an overview of the results.
• Example 1-1 is a comparative example and not according to the present invention.
• Examples 1-2 - 1-22 are according to the present invention.
• Table 1 Examples 1-1 - 1-22; dosages are given in w% relative to the combined dry weight of mineral binder and recycled powder n.m.: not measured
• Example 2 was conducted in the same way as example 1 with the only exception that the mixing ratio by weight of mineral binder : recycled powder was 65:35.
• the following table 2 shows an overview of the results.
• Example 2-1 is a comparative example and not according to the present invention.
• Examples 2-2 - 2-7 are according to the present invention.
• Example 3 the effect on a cement paste of various workability improvers used in combination was evaluated.
• Example 3 was conducted in the same way as example 1 with the only exception that combinations of workability improvers were used.
• Example 4 was conducted in the same way as example 3 with the only exception that the mixing ratio by weight of mineral binder : recycled powder was 65:35.
• Examples 4-1 - 4-12 are according to the present invention.
• Table 4 Examples 4-1 - 4-12; dosages are given in w% relative to the combined dry weight of mineral binder and recycled powder
• Example 5 was conducted in the same way as example 3 with the exceptions that the mixing ratio by weight of mineral binder : recycled powder was 70:30 and that a water : binder weight ratio of 0.50 was used.
• Table 5 Examples 5-1 - 5-8; dosages are given in w% relative to the combined dry weight of mineral binder and recycled powder n.m.: not measured It can be seen from the results of table 5 that the initial slump flow is significantly increased by the workability improvers tested. It can also be seen that at a given total dosage of workability improver, the slump flow retention is increased at a lower ratio of PCE-1 to PCE-2.

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