WO2022187877A1 - Mélange de béton léger - Google Patents

Mélange de béton léger Download PDF

Info

Publication number
WO2022187877A1
WO2022187877A1 PCT/AT2022/060031 AT2022060031W WO2022187877A1 WO 2022187877 A1 WO2022187877 A1 WO 2022187877A1 AT 2022060031 W AT2022060031 W AT 2022060031W WO 2022187877 A1 WO2022187877 A1 WO 2022187877A1
Authority
WO
WIPO (PCT)
Prior art keywords
cement
additives
lightweight concrete
perlite
proportion
Prior art date
Application number
PCT/AT2022/060031
Other languages
German (de)
English (en)
Inventor
Andreas WOLFTHALER
Original Assignee
Wolfthaler Andreas
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Wolfthaler Andreas filed Critical Wolfthaler Andreas
Priority to EP22708271.6A priority Critical patent/EP4305002A1/fr
Publication of WO2022187877A1 publication Critical patent/WO2022187877A1/fr

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • C04B14/14Minerals of vulcanic origin
    • C04B14/18Perlite
    • C04B14/185Perlite expanded
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Definitions

  • the invention relates to a lightweight concrete mix containing vitrified, closed-cell, expanded perlite, cement and additives.
  • vitrified, closed-cell spheres made of expanded silica sand or expanded perlite.
  • vitrified, closed-cell spheres with a grain diameter of 0.2 to 2 mm are mixed homogeneously with a volume proportion of up to 95%, for example with cement, hydraulic lime as a softening binder, cellulose as an additive, air-entraining agent and chemical additives such as liquefiers or accelerators in order to to obtain a mortar mixture with a density of only 260 to 350 kg/m 3 .
  • the invention is therefore based on the object of specifying a lightweight concrete mixture which has a high compressive strength with a comparatively low bulk density and thus a low thermal conductivity.
  • the invention solves the problem in that the mixture contains 35 to 550 kg/m 3 vitrified, closed-cell, expanded perlite with a grain size D90 ⁇ 2 mm, 100 to 950 kg/m 3 cement, 5 up to 850 kg/m 3 of additives with a grain size D90 ⁇ 150 ⁇ m and up to 25 kg/m 3 of superplasticizer, with the sum of the proportions of cement and additives not exceeding 1350 kg/m 3 and the total sum of the proportions of cement, additives and vitrified perlite must not exceed 1550 kg/m 3 .
  • the vitrified, closed-cell, expanded perlite brings with it the advantageous prerequisites for the production of lightweight concrete, namely a comparatively high level of mechanical stability at a low density.
  • the mechanical stability of the perlite granules has the advantage that the lightweight concrete mixture according to the invention can be produced using conventional mixing equipment without having to fear that the perlite granules will be destroyed.
  • the prerequisite is that the grain size D90 is limited to a maximum value of 2 mm, whereby the mechanical stability of the perlite grain can be noticeably improved if perlite with a grain size D90 ⁇ 0.8 mm is used.
  • the closed, glazed surface of the perlite grain also reduces the water requirement, which not only affects the workability but also the compressive strength of a concrete mixture.
  • the vitrified, closed-cell, expanded perlite is embedded in a matrix of cement and additives with a particle size D90 ⁇ 150 pm.
  • the additives for example ground fly ash and pozzolanic additives such as microsilica, slag and rock flour made from quartz, calcium carbonate or basalt, serve to improve the packing density of the lightweight concrete and also replace part of the cement.
  • the particle size of the additives D90 must be ⁇ 150 ⁇ m, preferably ⁇ 60 ⁇ m.
  • Replacing part of the cement with additives can partially counteract the shrinkage of the concrete during hardening due to the lower proportion of cement.
  • the sum of the cement proportions and the proportions of additives must remain limited in order to ensure a corresponding gross density of the to achieve lightweight concrete.
  • 1350 kg/m 3 have been found to be the upper limit for the total proportion.
  • the proportion by weight of cement and additives increased by the proportion of perlite must also not exceed an upper limit, which can be set at 1550 kg/m 3 .
  • a superplasticizer preferably based on polycarboxylate ether, is generally required in order to obtain a lightweight concrete mixture that is easy to process despite the high proportion of fines.
  • additional lightweight fillers in particular expanded glass or expanded clay, with a grain size D90 ⁇ 5 mm must be added to the concrete mixture if self-compacting properties are to be ensured.
  • the proportion of additional lightweight fillers should not exceed 350 kg/m 3 .
  • the compressive strength was determined on cubes with a side length of 10 cm that were stored dry in room air.
  • 192.1 kg/m 3 of a perlite according to example 2 are mixed with 525.5 kg/m 3 of cement according to example 1, with 367.8 kg/m 3 of calcium carbonate with a particle size D90 ⁇ 20 m ⁇ ti as an additive and mixed with 3.5 kg / m 3 of a flow agent with the addition of 247.6 kg / m 3 of water.
  • 300 kg/m 3 of a perlite according to Example 1 are mixed with 709.5 kg/m 3 cement CEM I 52.5 R, with 49.7 kg/m 3 microsilica with a particle size D90 ⁇ 0.5 pm as an additive and with 5 1.1 kg/m 3 of a superplasticizer with the addition of 271.2 kg/m 3 of water.
  • 211.2 kg/m 3 of a perlite according to Example 2 are mixed with 671.1 kg/m 3 of cement according to Example 1, with 167.8 kg/m 3 of calcium carbonate with a particle size D90 ⁇ 150 ⁇ m as an additive and with 4.5 kg / m 3 of a flow agent with the addition of
  • additional lightweight fillers such as expanded glass or expanded clay, can be used to achieve dry bulk densities below 1000 kg/m 3 , with significant compressive strengths still being achievable, as the following example shows.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Civil Engineering (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Porous Artificial Stone Or Porous Ceramic Products (AREA)

Abstract

L'invention concerne un mélange de béton léger qui contient de la perlite vitrifiée, à cellules fermées, expansée, du ciment et des additifs et qui est caractérisé en ce qu'il contient 35 à 550 kg/m³ de perlite vitrifiée, à cellules fermées, expansée présentant une grosseur de grain D90 < 2 mm, 100 à 950 kg/m³ de ciment, 50 à 850 kg/m³ d'additifs présentant une grosseur de grain D90 < 150 µm et jusqu'à 25 kg/m³ de plastifiant, la somme des quantités de ciment et d'additifs ne dépassant pas 1350 kg/m³ et la somme totale des quantités de ciment, d'additifs et de perlite vitrifiée ne dépassant pas 1550 kg/m³.
PCT/AT2022/060031 2021-03-08 2022-02-02 Mélange de béton léger WO2022187877A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP22708271.6A EP4305002A1 (fr) 2021-03-08 2022-02-02 Mélange de béton léger

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ATA50163/2021 2021-03-08
ATA50163/2021A AT524128B1 (de) 2021-03-08 2021-03-08 Leichtbetonmischung

Publications (1)

Publication Number Publication Date
WO2022187877A1 true WO2022187877A1 (fr) 2022-09-15

Family

ID=80560766

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/AT2022/060031 WO2022187877A1 (fr) 2021-03-08 2022-02-02 Mélange de béton léger

Country Status (3)

Country Link
EP (1) EP4305002A1 (fr)
AT (1) AT524128B1 (fr)
WO (1) WO2022187877A1 (fr)

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101255039A (zh) * 2008-04-03 2008-09-03 武汉昂泰科技有限公司 一种聚合物微球保温隔热砂浆
WO2010109095A1 (fr) 2009-03-25 2010-09-30 Lafarge Beton a haute ou ultra haute performance
CH708688A2 (de) * 2013-10-14 2015-04-15 Adt Aero Dämm Technik Gmbh Stabile Formkörper oder Platten als Leichtbaumaterial, zur Wärmedämmung und zur Verwendung als Brandschutz, das Verfahren zur ihrer Herstellung, ihre Verwendung, und ein damit ausgerüstetes Bauwerk.
CH709130A2 (de) * 2014-01-07 2015-07-15 Adt Aero Dämm Technik Gmbh Verfahren zum Verbessern der Wärmeisolation von bestehenden Bauwerken oder Neubauten und von Bausteinen mit Hohlräumen, sowie mit dem Verfahren behandelte Bausteine.
CH709866A2 (de) 2014-07-11 2016-01-15 Adt Aero Dämm Technik Gmbh Mörtelmischung zur Wärmedämmung und/oder als Brandschutz sowie für universale Anwendungen, sowie Verfahren zu ihrer Herstellung und Verwendung.
CN106116367A (zh) * 2016-07-01 2016-11-16 桂林健威科技发展有限公司 一种节能型钢结构集成房屋阻隔热桥的浆料
WO2016202718A1 (fr) 2015-06-15 2016-12-22 Deutsches Zentrum für Luft- und Raumfahrt e. V. Béton à haute performance contenant un granulat d'aérogel
EP3269891A1 (fr) * 2016-07-14 2018-01-17 ADT Aero Dämm Technik GmbH Bloc de construction et maçonnerie créé à partir de ceux-ci
US20190218149A1 (en) * 2016-08-19 2019-07-18 Wacker Chemie Ag Porous molded body in the form of an insulating plaster layer or an insulating panel
CN110294616A (zh) * 2019-05-31 2019-10-01 南京钢诺智能装备有限公司 一种建筑保温材料

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT291087B (de) * 1969-08-05 1971-06-25 Perlmooser Zementwerke Ag Zuschlagstoff für Konstruktionsleichtbeton od.dgl. und Verfahren zu dessen Herstellung
JP2825648B2 (ja) * 1989-05-22 1998-11-18 アドヴァンスド・コンクリート・テクノロジー・インコーポレイテッド 高強度構造用パーライトコンクリート
DE19844722A1 (de) * 1998-09-29 2000-03-30 Otavi Minen Ag Leichtmauermörtel
DE10028508A1 (de) * 2000-06-08 2001-12-13 Veit Dennert Kg Baustoffbetr Leichtbeton zur Herstellung von Mauersteinen, Wandelementen oder dergleichen
DE102015223376A1 (de) * 2015-11-26 2017-06-01 Dennert Poraver Gmbh Verfahren und Anlage zur Herstellung von mono- oder multizellulär expandierten Partikeln aus einem glasartigen oder keramischen Material

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101255039A (zh) * 2008-04-03 2008-09-03 武汉昂泰科技有限公司 一种聚合物微球保温隔热砂浆
WO2010109095A1 (fr) 2009-03-25 2010-09-30 Lafarge Beton a haute ou ultra haute performance
CH708688A2 (de) * 2013-10-14 2015-04-15 Adt Aero Dämm Technik Gmbh Stabile Formkörper oder Platten als Leichtbaumaterial, zur Wärmedämmung und zur Verwendung als Brandschutz, das Verfahren zur ihrer Herstellung, ihre Verwendung, und ein damit ausgerüstetes Bauwerk.
CH709130A2 (de) * 2014-01-07 2015-07-15 Adt Aero Dämm Technik Gmbh Verfahren zum Verbessern der Wärmeisolation von bestehenden Bauwerken oder Neubauten und von Bausteinen mit Hohlräumen, sowie mit dem Verfahren behandelte Bausteine.
CH709866A2 (de) 2014-07-11 2016-01-15 Adt Aero Dämm Technik Gmbh Mörtelmischung zur Wärmedämmung und/oder als Brandschutz sowie für universale Anwendungen, sowie Verfahren zu ihrer Herstellung und Verwendung.
WO2016202718A1 (fr) 2015-06-15 2016-12-22 Deutsches Zentrum für Luft- und Raumfahrt e. V. Béton à haute performance contenant un granulat d'aérogel
CN106116367A (zh) * 2016-07-01 2016-11-16 桂林健威科技发展有限公司 一种节能型钢结构集成房屋阻隔热桥的浆料
EP3269891A1 (fr) * 2016-07-14 2018-01-17 ADT Aero Dämm Technik GmbH Bloc de construction et maçonnerie créé à partir de ceux-ci
US20190218149A1 (en) * 2016-08-19 2019-07-18 Wacker Chemie Ag Porous molded body in the form of an insulating plaster layer or an insulating panel
CN110294616A (zh) * 2019-05-31 2019-10-01 南京钢诺智能装备有限公司 一种建筑保温材料

Also Published As

Publication number Publication date
EP4305002A1 (fr) 2024-01-17
AT524128A4 (de) 2022-03-15
AT524128B1 (de) 2022-03-15

Similar Documents

Publication Publication Date Title
DE69931289T2 (de) Selbstnivellierender, besonders leistungsstarker Beton sowie Verfahren zu dessen Herstellung und dessen Einsatz
EP2935145B1 (fr) Composition de matériaux de construction pour la préparation d&#39;un béton leger
EP2074074B1 (fr) Procédé de mettre en oeuvre un béton cellulaire durcissant à l&#39;air, constitué de mélanges contenant des liants
EP0990628B1 (fr) Mortier léger pour maçonnerie
EP3997048B1 (fr) Mélange d&#39;enduit à sec pour une isolation pulvérisable
DE1646716B1 (de) Abbindeverzoegerndes Zusatzmittel zu Moertel- und Betonmassen
AT517304A1 (de) Betonzusammensetzung
EP2746237A1 (fr) Activateur pour ciment
DE102005052817B3 (de) Verwendung einer Betonmischung
EP0364668B1 (fr) Matériau de construction inorganique et son utilisation
EP3696153A1 (fr) Mélange cimentaire permettant de produire un béton léger à ultra haute résistance
EP3033313B1 (fr) Entraîneur d&#39;air pour compositions de liant minérales
EP2028170B1 (fr) Procédé de fabrication de béton léger
EP2994439B1 (fr) Utilisation d&#39;un liant hydraulique minéralique pulvérulant
AT524128B1 (de) Leichtbetonmischung
DE3049003A1 (de) Hydraulische anorganische masse
EP1141497A1 (fr) Composant a paroi mince en pate de ciment durcie hydrauliquement et son procede de production
DE19754826A1 (de) Schnellhärtendes, zementäres, hydraulisches Bindemittel geringer Schwindung, insbesondere für Putze und Estriche
DE19912652C2 (de) Verfahren zur Herstellung eines säurebeständigen Mörtels oder eines säurebeständigen Betons und deren Verwendung
DE102016001761A1 (de) Formulierung einer schnellerstarrenden Betonmischung und Verfahren zur Anwendung
AT401173B (de) Dämmputz
EP3717437B1 (fr) Mélange de liant à base de ciment et matériau de construction
DE102008036376A1 (de) Beton mit erhöhter Brandbeständigkeit
EP3222600A1 (fr) Composition de beton a sechage rapide
DE102021103937A1 (de) Wärmedämmender Putz

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 22708271

Country of ref document: EP

Kind code of ref document: A1

WWE Wipo information: entry into national phase

Ref document number: 2022708271

Country of ref document: EP

NENP Non-entry into the national phase

Ref country code: DE

ENP Entry into the national phase

Ref document number: 2022708271

Country of ref document: EP

Effective date: 20231009