EP3442929A1 - Composition de mortier fortement allege et isolant thermique - Google Patents
Composition de mortier fortement allege et isolant thermiqueInfo
- Publication number
- EP3442929A1 EP3442929A1 EP17719658.1A EP17719658A EP3442929A1 EP 3442929 A1 EP3442929 A1 EP 3442929A1 EP 17719658 A EP17719658 A EP 17719658A EP 3442929 A1 EP3442929 A1 EP 3442929A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- composition according
- weight
- composition
- mixing
- chosen
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/06—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
- C04B28/14—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
- 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
-
- 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
- C04B2111/00663—Uses not provided for elsewhere in C04B2111/00 as filling material for cavities or the like
-
- 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
- C04B2111/00663—Uses not provided for elsewhere in C04B2111/00 as filling material for cavities or the like
- C04B2111/00672—Pointing or jointing 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/10—Compositions or ingredients thereof characterised by the absence or the very low content of a specific material
-
- 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
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/28—Fire resistance, i.e. materials resistant to accidental fires or high temperatures
-
- 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
- C04B2111/60—Flooring materials
-
- 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 a thermally insulating lightened mortar composition, the low density of the dough after kneading remains stable during the plastic phase of the mortar (that is to say before the hardened phase). This stability of the dough makes it possible to obtain cured products of low density whatever the method of implementation (manual, by casting or by pumping) and whatever the machine used (machine or mortar pump, continuous mixing or discontinuous).
- the present invention also relates to the use of this composition in the field of construction, in particular for the thermal insulation of floors, ceilings and / or walls and the filling of insulating blocks or interstitial voids, for example wall cavities. .
- insulating mortars Today we try to lighten as much as possible insulating mortars, both for facade type solutions and in particular for external thermal insulation systems (ITE or ETICS in English) as for materials for the soil in order to form lightened screeds.
- leaching loads such as, for example, mineral fillers such as perlite, vermiculite, expanded clays, or with synthetic organic fillers such as expanded polystyrene beads.
- leaching loads such as, for example, mineral fillers such as perlite, vermiculite, expanded clays, or with synthetic organic fillers such as expanded polystyrene beads.
- these lightening loads does not achieve very low densities while maintaining the desired maneuverability for the desired applications.
- Patent FR 2 955 103 proposes mineral foams obtained by adding a conventional air-entraining agent and a complex foaming adjuvant comprising a modified starch ether, a stabilizer comprising at least one polyacrylamide and a film-forming polymer.
- the apparent densities of the cured product that are the lowest attainable with these formulations and measured at 28 days are of the order of 370 kg / m 3 , which remains densities considered high to reach thermal conductivities of less than 55 mW / m. K.
- the present invention relates to a mortar composition for obtaining products whose paste densities after mixing are very low and remain stable over time, and which have in the state cured satisfactory mechanical strengths.
- the present invention also relates to a method of preparing building material from said mortar composition. The building material obtainable by mixing such a composition or from this preparation process and its use are also objects of the present invention.
- the inventors have discovered that by combining certain inorganic hydraulic binders with leaching loads a large amount of air could be introduced by addition of a conventional air-entraining agent and thus obtain a very important relief, while keeping a very good stability of the volume density of the dough and very good handling in the fresh state.
- the amount of air entrained by the formulation proposed in the present invention is such as to halve the density relative to a formulation that would conventionally use lightening loads, and this with perfect stability and a very advantageous cost.
- composition according to the present invention is a pre-mixed dry composition ready for use in the sense that its constituents are already premixed and where it is sufficient to mix it with the mixing water. It is not necessary to add other stabilizer to the dry composition when preparing the mortar on site.
- the mortar obtained from the composition according to the present invention has a thermal conductivity less than or equal to 55 mW / m. K. and a compressive strength at 28 days of at least 0.40 MPa, which makes it possible to classify it in type CS 1 mortars according to standard NF EN 998-1, relating to industrial mortars. It also has improved acoustic properties, especially in terms of sound absorption.
- An object of the present invention is a thermally insulating mortar composition which is free of siliceous or calcareous aggregates of a size greater than 100 ⁇ , and which comprises a mixture of at least:
- a mineral binder chosen from sulfo-aluminous cements, aluminous cements and / or binary or ternary binders comprising at least one aluminous or sulfoaluminous cement,
- a surfactant-type air entrainment agent chosen from organic fatty acids, sulphated compounds, sulphonated compounds and / or natural wood resins, and
- a viscosing agent chosen from polyvinyl alcohols, starch ethers, cellulose ethers, guar ethers or clays such as bentonite. Unless otherwise indicated, the percentages of the various constituents of the dry composition are given in percentages by weight and relate to the total composition of the composition.
- the bulk density of a granular filler is the mass per unit volume taking into account voids present in or between grains. It is given in kg / m 3 .
- the composition according to the present invention does not comprise siliceous aggregates, limestone and / or silico-limestone having a particle size greater than 100 ⁇ .
- the absence of coarse aggregates advantageously makes it possible to obtain the desired lightening.
- the composition according to the present invention comprises less than 5% of siliceous fillers, limestone and / or silico-limestone having a particle size less than 100 ⁇ .
- the composition is free of siliceous, calcareous and / or silico-calcareous fillers having a particle size of less than 100 ⁇ .
- the mortar composition according to the present invention comprises at least 40% by weight of lightening mineral fillers whose bulk density is less than 200 kg / m 3 . These charges are in particular of spherical shape and have an average diameter less than or equal to 80 ⁇ .
- the mineral lightening fillers are chosen from expanded perlite, expanded vermiculite, expanded glass beads, hollow glass microspheres, cenospheres, expanded clays, expanded shales, pumice stones, expanded silicates and / or aerogels. .
- the mineral lightening fillers are chosen from expanded perlite, expanded vermiculite, expanded glass beads, hollow glass microspheres, cenospheres, expanded clays, expanded shales, pumice stones and / or silicates. expanded.
- the lightening mineral fillers are perlite, which may be hydrophobic. Hydrophobized perlite may be advantageous in formulations intended to improve thermal insulation.
- the composition according to the present invention comprises at least 50% by weight of lightening mineral fillers and more preferably at least 60% by weight.
- the composition according to the present invention comprises a hydraulic mineral binder chosen from sulfo-aluminous cements, aluminous cements and / or binary or ternary binders comprising at least one aluminous or sulfoaluminous cement.
- This type of binder advantageously makes it possible to contribute to the stability of the lightened dough produced.
- Aluminous cements are based on calcium aluminate.
- the sulfo-aluminous cements consist of a mixture of sulfo-aluminous clinker and calcium sulphates hydrate (gypsum, semi-hydrate) or not (anhydrite).
- compositions which have in common the presence of calcium sulfoaluminate Mention may be made, for example, of alitic sulphoaluminous cement, of alumitic cement, of belitic sulpho-aluminous cements.
- Binary or ternary binder is used when the hydraulic binder consists of a mixture of several binders.
- the binary or ternary binders within the meaning of the present invention comprise a mixture of at least one aluminous or sulfo-aluminous cement, with respectively one or two other binders such as Portland cements, slags, natural or artificial lime and / or sources of calcium sulphate such as plaster or hemihydrate, gypsum and / or anhydrite.
- the binary or ternary binder comprises less than 30% by weight of Portland cement and / or lime with respect to the total weight of binder. Too much Portland cement and / or lime in the binder could cause an increase in pH, which appears to be detrimental to the stability of the entrained air. The amount of binders whose pH is greater than or equal to 12.4 should not be too great in the composition according to the present invention.
- the composition according to the present invention advantageously comprises a large amount of air entraining agent. It comprises at least 0.3% by weight of air entraining agent. Thus, with such a quantity, it becomes possible to entrain a lot of air during the mixing with water of the dry composition under usual mixing conditions and thus to significantly reduce the final product.
- said composition comprises at least 0.5% by weight of air-entraining agent. Contrary to what was known, thanks to the particular choices of the constituents of said composition, it becomes possible to entrain more air, while maintaining the stability of the relief obtained.
- the coaching agent of air is chosen from alkyl sulphates, alkyl sulphonates and alkyl aryl sulphates, alone or as a mixture.
- the air-entraining agent is sodium lauryl sulphate.
- a significant improvement in lightening therefore becomes possible, by judiciously choosing the various constituents of the composition according to the present invention, and by using an air entrainment agent considered as simple and therefore cheap.
- the composition according to the present invention also comprises a viscosing agent which is chosen from polyvinyl alcohols, starch ethers, cellulose ethers, guar ethers or clays.
- a viscosing agent which is chosen from polyvinyl alcohols, starch ethers, cellulose ethers, guar ethers or clays.
- the viscosing agent is a cellulose ether such as ethylcellulose, hydroxyethylcellulose, hydroxypropylcellulose, hydroxyethylmethylcellulose or hydroxypropylmethylcellulose.
- This agent plays in particular on the rheology of the composition in the fresh state, and in particular on the retention of water. It is a simple viscosifying agent, usually used in mortar formulations.
- the viscosifying agent participates notably in the trapping of the air bubbles created by the air-entraining agent and in their static and dynamic stability over time by increasing the flow threshold as well as the dynamic viscosity of the interstitial fluid between the solid particles and air bubbles.
- the content of viscosity agent in the composition is preferably between 0.1% and 1% by weight.
- the composition further comprises a polymeric additive which is a copolymer of vinyl type, of acrylic type and / or of carboxylic acid derivative and more preferably a copolymer of vinyl acetate, of vinyl versatate and of methacrylic acid and / or ester, maleic ester, olefin and / or vinyl chloride.
- a polymeric additive which is a copolymer of vinyl type, of acrylic type and / or of carboxylic acid derivative and more preferably a copolymer of vinyl acetate, of vinyl versatate and of methacrylic acid and / or ester, maleic ester, olefin and / or vinyl chloride.
- composition according to the present invention may also further comprise rheological agents such as plasticizers or superplasticizers, water-retaining agents, thickening agents, biocidal and / or fungicidal protection, dispersing agents, pigments, accelerators and / or retarders, water-repellent agents, fibers.
- rheological agents such as plasticizers or superplasticizers, water-retaining agents, thickening agents, biocidal and / or fungicidal protection, dispersing agents, pigments, accelerators and / or retarders, water-repellent agents, fibers.
- rheological agents such as plasticizers or superplasticizers, water-retaining agents, thickening agents, biocidal and / or fungicidal protection, dispersing agents, pigments, accelerators and / or retarders, water-repellent agents, fibers.
- the respective amount of these agents depends on their nature. They are generally between 0.01% and 2% by weight. It is possible to introduce, for example, larger amounts of certain
- composition according to the present invention when mixed with mixing water can be manually applied, cast or can be mechanically sprayed onto a support.
- Another object of the present invention is a method of preparing by projection of a building material from the mortar composition described hereinbefore.
- the method according to the present invention comprises the steps of:
- the composition according to the present invention can advantageously be pumped and used in a mortar spraying process.
- This type of process is generally critical for lightweight mortar compositions. It is indeed common for a mortar composition to have the desired lightening before projection but once introduced into the projection device and projected on the support, it loses its lightening properties. Surprisingly, the composition according to the present invention retains lightening properties, even once it is pumped and transferred to the spraying lance.
- the paste obtained is projected onto the support, generally by successive passages.
- the support is thus covered with several centimeters of mortar; the thickness depending on the nature of the support and / or type of finish sought.
- the method according to the invention optionally comprises a finishing step, consisting of making the surface homogeneous and smooth. For an application as a facade, this finishing step is mandatory: it allows in particular to obtain a flat surface for the application of the finishing coating necessary for increase the surface hardness and ensure the protection, including waterproofing, of the facade.
- the mixing step in the blender of the blasting device varies from a few seconds for a continuous blending machine to several minutes in the case of batch blending machine.
- the mixing time in the mixer of the projection device is between 15 seconds and
- the process according to the present invention can be carried out with a batch mixing mortar machine, in the sense that a defined quantity of dough is spun and then sprayed.
- a batch mixing mortar machine in the sense that a defined quantity of dough is spun and then sprayed.
- machines that are conventionally used such as the Putzmeister SP1 1 projection machines.
- An object of the invention relates to a lightweight construction material that can be obtained by the method described above, or after mixing a composition as described above.
- Said material has a thermal conductivity less than or equal to 55 mW / m. K. and a compressive strength at 28 days of at least 0.40 MPa.
- the material according to the present invention is a lightened material, very good thermal insulator and sufficiently mechanically resistant for the desired application. The performances obtained in terms of mechanical strength allow it to be classified in the category CS 1 mortars according to standard NF 998-1.
- the present invention also relates to the use of the material described above and having a thermal conductivity less than or equal to 55 mW / m. K. and a 28-day compressive strength of at least 0.40 MPa as screed, wall underlayment, ceilings, insulating masonry block filler material or interstitial void fillers and wall cavities.
- the examples below illustrate the invention without limiting its scope.
- compositions C1 to C8 are compositions in accordance with the invention, whereas compositions C9 based on Portland cement and C10 based on aerial lime are given for comparison and are not in accordance with the invention.
- Tackle retardant agent 0.1
- composition C9 is kneaded with water with a mixing rate of 170% in a kneader described above for a period of 90 seconds.
- the same measurement carried out after a time of 30 min (ie t30) is worth 600 kg / m 3 , demonstrating a very clear instability of the air entrained in this mortar formulation since the difference between the densities measured at t0 and at t30 is well above 100 kg / m 3 .
- composition C10 based on aerial lime is mixed with water at an identical mixing rate (170%).
- the apparent density values measured respectively at t0 and t30 are 450 kg / m 3 and 750 kg / m 3 , again demonstrating a very high instability of the entrained air.
- composition C1 is compared with an identical composition without air-entraining agent, comprising 29.4% by weight of ALI PRE® sulfo-aluminous cement.
- the bulk density of this slurry without air-entraining is close to 700 kg / m3 with a satisfactory stability at 30 min.
- the addition of 0.6% of air entrainer (composition C1) makes it possible to reduce the apparent density of the pulp up to 350 kg / m 3 .
- Pasta is prepared with compositions C1 to C7 by kneading for 90 seconds before being placed in molds.
- compositions according to the present invention make it possible to obtain lightened mortars whose density remains low after hardening, attesting to good stability of the dough over time.
- the compressive strengths at 28 days of the C2, C5 and C6 mortars were measured and are respectively 0.46 MPa, 0.67 MPa and 0.61 MPa.
- composition close to the composition C2 thus based on ALICEM® sulfoaluminous cement is prepared by mixing:
- This composition is spoiled (mixing rate of 160%) in the kneader described above.
- the mixing time is varied so as to vary the amount of entrained air.
- Apparent density measurements of the paste at 100, as well as the hardened mortar at 28 days are shown in Table 3 below.
- the compressive strength at 28 days is also indicated in MPa.
- Example 4 The composition of Example 4 is spoiled (mixing rate of 155%) and kneaded for 5 min before being projected onto a wall of breeze blocks with a Putzmeister SP1 type 1 machine. This mixing gives a paste whose bulk density is 350 kg / m 3 in the tank, 356 kg / m 3 at the projection lance outlet and 170 kg / m 3 after curing after 28 days.
- the compressive strength measured on a sample of 4 * 4 * 4 cm after 28 days is 0.52 MPa and the thermal conductivity is 52 mW / m. K.
- composition C8 is spoiled (mixing rate of 147%) and kneaded for 5 min before being projected onto a wall of blocks with a Putzmeister SP1 type machine 1.
- This mixing gives a paste whose bulk density is 380 kg / m 3 tank, 320 kg / m 3 by spraying lance outlet and 155 kg / m 3 after curing at 28 days.
- the compressive strength measured on a sample of 4 * 4 * 4 cm after 28 days is 0.42 MPa and the thermal conductivity is 49 mW / m. K.
- Example 7 Example 7
- Example 4 The composition of Example 4 is projected with a continuous mixing machine of the Mtec M330 type.
- the water flow is 250 l / h.
- the bulk density of the slurry measured at the outlet of lance is 380 kg / m 3, which is quite comparable with the values obtained with batch mixing machines.
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR1653255A FR3050203B1 (fr) | 2016-04-13 | 2016-04-13 | Composition de mortier fortement allege et isolant thermique |
PCT/FR2017/050781 WO2017178729A1 (fr) | 2016-04-13 | 2017-04-04 | Composition de mortier fortement allege et isolant thermique |
Publications (1)
Publication Number | Publication Date |
---|---|
EP3442929A1 true EP3442929A1 (fr) | 2019-02-20 |
Family
ID=56373020
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP17719658.1A Pending EP3442929A1 (fr) | 2016-04-13 | 2017-04-04 | Composition de mortier fortement allege et isolant thermique |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP3442929A1 (fr) |
AR (1) | AR108126A1 (fr) |
BR (1) | BR112018068834A2 (fr) |
FR (1) | FR3050203B1 (fr) |
WO (1) | WO2017178729A1 (fr) |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108249868B (zh) * | 2018-04-24 | 2020-12-08 | 湖州长湖水泥有限公司 | 建筑用保温砂浆 |
FR3096365B1 (fr) * | 2019-05-24 | 2021-09-03 | Saint Gobain Weber | Composition sèche de mortier, notamment de mortier-colle pour colle à carrelage |
DE202019103866U1 (de) * | 2019-07-12 | 2020-09-09 | Franken Maxit Mauermörtel Gmbh & Co | Trockenputzmischung für eine spritzbare Dämmung |
CN111825391B (zh) * | 2020-07-07 | 2022-04-15 | 中建商品混凝土有限公司 | 一种装配式建筑用轻质高强自保温混凝土 |
CN112441808A (zh) * | 2020-11-17 | 2021-03-05 | 国佳新材湖北环保凝胶产业园有限公司 | 一种气凝胶砌块及其制备方法 |
CN113735495A (zh) * | 2021-08-20 | 2021-12-03 | 上海隆振建筑工程股份有限公司 | 一种彩色高强度保温砂浆 |
CN113735543A (zh) * | 2021-08-26 | 2021-12-03 | 苏州弗克技术股份有限公司 | 一种轻质抹灰石膏砂浆及其制备方法 |
CN114195450B (zh) * | 2021-12-08 | 2022-07-26 | 亚士创能科技(上海)股份有限公司 | 防水找平砂浆及其制备方法和应用 |
CN114804718A (zh) * | 2022-04-25 | 2022-07-29 | 苏州北清力生纳米新材料科技有限公司 | 一种纳米气凝胶建筑材料及制备方法 |
CN115849847A (zh) * | 2022-11-18 | 2023-03-28 | 贵州开磷集团股份有限公司 | 一种抗裂型磷石膏基轻质材料 |
CN116003083B (zh) * | 2022-12-06 | 2024-03-08 | 山西冶金岩土工程勘察有限公司 | 一种采空区填充治理用的复合悬砂剂及其制备方法 |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10314879A1 (de) * | 2003-04-01 | 2004-10-14 | Heinrich, Jörg | Leichtbeton und Verfahren zu seiner Herstellung |
FR2955102B1 (fr) * | 2010-01-11 | 2012-08-10 | Parexlanko | Enduit isolant a base de xerogel de silice. |
FR2955103B1 (fr) * | 2010-01-13 | 2012-09-28 | Parexlanko | Adjuvant moussant pour la preparation de mousses minerales d'enduits, de mortiers et betons, mousses ainsi obtenues et produits durcis issu de ces mousses |
CN102093020B (zh) * | 2010-12-03 | 2012-07-25 | 吉林省志惠防腐保温工程有限公司 | 聚氨酯专用轻质防火防水保温浆料 |
FR2989083B1 (fr) * | 2012-04-06 | 2014-04-25 | Lafarge Sa | Mousse minerale isolante |
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2016
- 2016-04-13 FR FR1653255A patent/FR3050203B1/fr active Active
-
2017
- 2017-04-04 WO PCT/FR2017/050781 patent/WO2017178729A1/fr active Application Filing
- 2017-04-04 BR BR112018068834A patent/BR112018068834A2/pt not_active Application Discontinuation
- 2017-04-04 EP EP17719658.1A patent/EP3442929A1/fr active Pending
- 2017-04-11 AR ARP170100934A patent/AR108126A1/es active IP Right Grant
Also Published As
Publication number | Publication date |
---|---|
WO2017178729A1 (fr) | 2017-10-19 |
FR3050203A1 (fr) | 2017-10-20 |
FR3050203B1 (fr) | 2021-07-23 |
BR112018068834A2 (pt) | 2019-01-22 |
AR108126A1 (es) | 2018-07-18 |
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