[go: up one dir, main page]

EP3341346A1 - Lightweight concrete and manufacturing method - Google Patents

Lightweight concrete and manufacturing method

Info

Publication number
EP3341346A1
EP3341346A1 EP15766409.5A EP15766409A EP3341346A1 EP 3341346 A1 EP3341346 A1 EP 3341346A1 EP 15766409 A EP15766409 A EP 15766409A EP 3341346 A1 EP3341346 A1 EP 3341346A1
Authority
EP
European Patent Office
Prior art keywords
density
lightweight concrete
aggregate
concrete according
resistance
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.)
Withdrawn
Application number
EP15766409.5A
Other languages
German (de)
French (fr)
Inventor
Ragnar FOSSGAARD
Sören OLSSON
Sigvard GUSTAFSSON
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Siraso AB
Original Assignee
Siraso AB
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 Siraso AB filed Critical Siraso AB
Publication of EP3341346A1 publication Critical patent/EP3341346A1/en
Withdrawn legal-status Critical Current

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
    • C04B38/00Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
    • C04B38/10Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof by using foaming agents or by using mechanical means, e.g. adding preformed foam
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/28Fire resistance, i.e. materials resistant to accidental fires or high temperatures
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/40Porous or lightweight materials
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/10Mortars, concrete or artificial stone characterised by specific physical values for the viscosity
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength

Definitions

  • the object of this invention is a lightweight concrete, in other words, a form of concrete that without undermining its structural properties is light, with the object of the invention also being the manufacturing method for the aforesaid concrete.
  • This invention is characterised by the results achieved through the combination of the materials used in the manufacturing process, mainly through the use of an aggregate material with a lower density and specific weight along with other additives that make it a material with sufficient resistance to compression, bending and thermal conductivity, in addition to waterproofing, soundproofing and fire-resistance.
  • this invention fall s u nd er the field of concretes and the ir manufacturing methods.
  • Concrete is a compound material used in construction, formed essentially by a binder to which particles or fragments of aggregate, water and specific additives are added.
  • the binder is most commonly cement (usually Portland cement) mixed with a suitable proportion of water so that a hydration reaction occurs.
  • the particles of aggregate depending essentially on their mean diameter, are arid elements (which are classified as gravel , pea gravel and sand).
  • the mixture of just cement with sand and water (without the addition of an aggregate) is called mortar.
  • Heavy concrete is considered to be that which has a density in excess of 3200 kg/m 3 due to the use of dense aggregates (using protection against radiation), whereas the standard concrete used in structures has a density of 2200 kg/m 3 , and lightweight concrete has a density of 1800 kg/m 3 .
  • concrete as it is known at the present time could benefit from a series of improvements, to find a concrete with lower finishing costs, helping thus in adhering wall and floor tiles, that allows for the manufacturing of blocks, panels and is suitable for casting walls, and is also a high-quality thermal insulator with high levels of fire-resistance, thus developing a concrete like the one that is described herein and is duly recorded in the first claim.
  • the object of the present invention is a lightweight concrete that offers a lower density than that of other lightweight concretes, and comprises:
  • the aggregate material could possibly be manufactured from pumice stone or volcanic material, which cou ld have a specific weig ht of approximately 0.9 kg/dm3, a solid density mode of 2.2 kg/dm3, and porosity levels of approximately 0.25 kg/dm3, offering a hardness level of 6 on the Mohs scale, without counting or producing gasses.
  • surfactant material is a substance that exerts an influence through the surface tension on the contact surface between two phases (e.g. two mutually insoluble liquids).
  • surfactants are used as emulsifiers, moisteners, detergents or solubilisers.
  • the lightweight concrete obtained as a result of the combination of the previous elements has a density of between 250 kg/m3 and up to 1200 kg/m3, depending on the density of the aggregate material used. Based on the aggregate material's density, the resulting density of the concrete will be different, and consequently the usage that it can be given will be different as well.
  • the components of the m ixture are not harmful to people or the environment.
  • the invented lightweight concrete is ideal for usage in panels for flooring, ceiling and walls, is compatible with all types of finishing, causes minimum waste levels on site, is easy both to transport, and to assemble in elements and structures, and has good fire-resistance, low thermal conductivity, waterproofing and soundproofing.
  • the manufacturing method comprises the stages of:
  • One preferred embodiment of the invented lightweight concrete consists of a mixture of cement, low-density aggregate, water, surfactants, resins and foams pre-manufactured using the mixer or produced by injecting water, wherein the final density is between 250 kg/m3 and up to 1200 kg/m3.
  • the aggregate material is pumice stone, or volcanic material, or clay baked at high temperatures.
  • the lightweight concrete has different densities, which range from 250 kg/m3 up to 1200 kg/m3 with the possibility of obtaining sub-ranges of densities that can be used for different purposes: - Densities of 250-600 kg/m3 used between floors, between ceilings, for non-load-bearing walls, as thermal insulation and soundproofing.
  • Lightweight concrete with aggregate of volcanic origin has the characteristic of withstanding fire much better and preserving its qualities when faced with the same, and as such the conservation of the metallic structures is ensured when compared to conventional concrete.
  • Blocks can be cut using a handsaw.
  • the product can be nailed and glued using wood glue.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Building Environments (AREA)
  • Porous Artificial Stone Or Porous Ceramic Products (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)

Abstract

Lightweight concrete that is composed of a mixture of cement, low-density aggregate, water, surfactants, resins and foams pre-manufactured with the mixer or produced by injecting water, characterised in that the final density is within a range of between 250 kg/m3 and up to 1200 kg/m3, the low-density aggregate being pumice stone, volcanic material or baked clay; furthermore, for a density of between 300 kg/m3 up to 1 100 kg/m3 it offers resistance to compression of between 0.9 and 14.3 MPa. Lightweight concrete is ideal for usage in panels for flooring, ceiling and walls, is compatible with all types of finishing, causes minimum waste levels on site, is easy both to transport, and to assemble in elements and structures, and has good fire-resistance, low thermal conductivity, waterproofing and soundproofing.

Description

LIGHTWEIGHT CONCRETE AND MANUFACTURING METHOD
DESCRIPTION OBJECT OF THE INVENTION
The object of this invention, as established in the title, is a lightweight concrete, in other words, a form of concrete that without undermining its structural properties is light, with the object of the invention also being the manufacturing method for the aforesaid concrete.
This invention is characterised by the results achieved through the combination of the materials used in the manufacturing process, mainly through the use of an aggregate material with a lower density and specific weight along with other additives that make it a material with sufficient resistance to compression, bending and thermal conductivity, in addition to waterproofing, soundproofing and fire-resistance.
Therefore, this invention fall s u nd er the field of concretes and the ir manufacturing methods.
BACKGROUND OF THE INVENTION
Concrete is a compound material used in construction, formed essentially by a binder to which particles or fragments of aggregate, water and specific additives are added.
The binder is most commonly cement (usually Portland cement) mixed with a suitable proportion of water so that a hydration reaction occurs. The particles of aggregate, depending essentially on their mean diameter, are arid elements (which are classified as gravel , pea gravel and sand). The mixture of just cement with sand and water (without the addition of an aggregate) is called mortar. There are concretes that are produced with different binders other than cement, such as asphalt concrete, which uses bitumen to create the mixture.
"Portland" ® cement is formed by grinding together both the product resulting from cooking a mixture of limestone and clay until sintering, which is given the name clinker, along with a regulating material for the setting time (dihydrate gypsum).
Heavy concrete is considered to be that which has a density in excess of 3200 kg/m3 due to the use of dense aggregates (using protection against radiation), whereas the standard concrete used in structures has a density of 2200 kg/m3, and lightweight concrete has a density of 1800 kg/m3.
However, concrete as it is known at the present time could benefit from a series of improvements, to find a concrete with lower finishing costs, helping thus in adhering wall and floor tiles, that allows for the manufacturing of blocks, panels and is suitable for casting walls, and is also a high-quality thermal insulator with high levels of fire-resistance, thus developing a concrete like the one that is described herein and is duly recorded in the first claim.
DESCRIPTION OF THE INVENTION
The object of the present invention is a lightweight concrete that offers a lower density than that of other lightweight concretes, and comprises:
- Cement
- Different sized aggregate, depending on density and usage
- Water
- Surfactant
- Resin
- Foam, either pre-manufactured using a mixer or produced by including air
- Additives to avoid the infiltration of water.
The aggregate material could possibly be manufactured from pumice stone or volcanic material, which cou ld have a specific weig ht of approximately 0.9 kg/dm3, a solid density mode of 2.2 kg/dm3, and porosity levels of approximately 0.25 kg/dm3, offering a hardness level of 6 on the Mohs scale, without counting or producing gasses.
The water used in the mixture must be clean, be free of impurities and contain no oils, alkalis, acids, salts, sugar, organic materials or chlorine. Surfactant material is a substance that exerts an influence through the surface tension on the contact surface between two phases (e.g. two mutually insoluble liquids). Depending on the extent of its dispersion in water, and on the extent of the stabilisation of the micelles or colloids, surfactants are used as emulsifiers, moisteners, detergents or solubilisers.
The lightweight concrete obtained as a result of the combination of the previous elements has a density of between 250 kg/m3 and up to 1200 kg/m3, depending on the density of the aggregate material used. Based on the aggregate material's density, the resulting density of the concrete will be different, and consequently the usage that it can be given will be different as well.
The characteristics of the invented lightweight concrete are:
- It is an ideal concrete for constructions with lower finishing costs (walls do not need plastering, just filling and paintwork).
- It is easy to use when fixing floor and wall tiles.
- It is not necessary to join blocks together with mortar; all that is needed is glue and the joints will be almost invisible.
- In countries in which volcanic material and pumice stones are available, it is an ideal aggregate in order not to "manufacture" materials with low levels of density, for example: "Leca", clay baked at high temperatures, used in Scandinavian countries such as Sweden.
- It is suitable for the manufacture of blocks, panels and for casting walls with pumping equipment.
- It has high thermal insulation levels suitable for building houses in places with low temperatures, as well places with high temperatures.
- It is highly fire-resistant; lightweight concrete is good for protecting metal structures, piping, wiring, etc.
- The components of the m ixture are not harmful to people or the environment.
Therefore, to summarise, due to the low density of the concrete, the invented lightweight concrete is ideal for usage in panels for flooring, ceiling and walls, is compatible with all types of finishing, causes minimum waste levels on site, is easy both to transport, and to assemble in elements and structures, and has good fire-resistance, low thermal conductivity, waterproofing and soundproofing.
The manufacturing method comprises the stages of:
- Washing the aggregate to separate heavy stones, light stones, remove dust and rinse the aggregate;
- Sifting the material at 0-2 mm - 2-5 mm - 5-9 mm - 9-20 mm in accordance with their usage in different mixtures and densities;
- Adding water that must be clean, free of impurities and contain no oils, alkalis, acids, salts, sugar, organic materials or chlorine;
- Adding the surfactant;
- Adding the cement;
- Mixing all of the components using a drum mixer, which may be either vertical or horizontal, for a period of between 3 minutes and 6 minutes; - Producing foam, either pre-manufactured using the mixer or produced by including air.
Except when indicated otherwise, all of the technical and scientific elements used in this specification have the meaning commonly understood by one with average skill in the art to which this invention belongs. When this invention is put into practice, methods and materials may be used that are similar or equivalent to the ones described in this specification.
Throughout the description and the claims, the term "comprises" and its variants do not aim to exclude other technical characteristics, additives, components or steps. For those skilled in the art, other objects, advantages and characteristics of the invention may be deduced from both the description and the practical use of the invention. PREFERRED EMBODIMENT OF THE INVENTION.
One preferred embodiment of the invented lightweight concrete consists of a mixture of cement, low-density aggregate, water, surfactants, resins and foams pre-manufactured using the mixer or produced by injecting water, wherein the final density is between 250 kg/m3 and up to 1200 kg/m3. In another possible embodiment, the aggregate material is pumice stone, or volcanic material, or clay baked at high temperatures.
The composition of the cement in a possible embodiment that is approximate and by no means limiting:
- Alite: tricalcium silicate 3CaO»SiO2 (C3S) at 27.9 % by weight
- Belite: dicalcium silicate 2CaO»SiO2 (C2S) at 5.8 %
- Tricalcium aluminate 3 CaO»AI2O3 (C3A) at 2.6 %
- Celite: Tetracalcium aluminoferrite 4CaO»AI2»F2O3 (C4AF)
at 52.7 %
- Magnesium Oxide at 1 .2 %
- Sulphur Oxide at 2.8 %
- The remainder of the materials accounting for a 7 % proportion. Depending on the density of the aggregate material, which is preferably pumice stone or volcanic material, the lightweight concrete has different densities, which range from 250 kg/m3 up to 1200 kg/m3 with the possibility of obtaining sub-ranges of densities that can be used for different purposes: - Densities of 250-600 kg/m3 used between floors, between ceilings, for non-load-bearing walls, as thermal insulation and soundproofing.
- Densities of 600-800 kg/m3 used for blocks and thermal insulation.
- Densities of 800-1000 kg/m3 used for non-load-bearing pre-cast elements.
- Densities of 1 100-1200 kg/m3 used for load-bearing pre-cast elements and for flooring.
The concrete manufactured in this manner has the following functional and structural characteristics that depending on their final density are:
- Resistance to compression depending on density will be:
• Density 300-800 kg/m3 = 0.9 - 4.6 MPa
• Density 800-1 100 kg/m3 = 4.6 - 14.3 MPa
- Resistance to bending: Density 600 kg/m3 = 0.89 MPa
- Fire resistance: Density 400 kg/m3 = 60 degrees C after 90 min. - Thermal conductivity: Density 600 kg/m3 = 0.093 W/mK
- Waterproofing: Water penetration depth: 25 mm.
- Soundproofing: Constructed panels measuring 15 cm in thickness ensure an acoustic behavioural rating that effectively reduces exterior noises and/or those produced within the property emanating outwards.
- Fire resistance: Lightweight concrete with aggregate of volcanic origin has the characteristic of withstanding fire much better and preserving its qualities when faced with the same, and as such the conservation of the metallic structures is ensured when compared to conventional concrete.
- Blocks can be cut using a handsaw.
- The product can be nailed and glued using wood glue.
- For electrical wiring it easily allows for cutting recesses and milling out grooves for piping. Having thus adequately described the nature of the present invention, as well as how to put it into practice, it must be noted that, within its essential nature, the invention may be carried out according to other embodiments differing in detail from that set out by way of example, which the protection sought would equally cover, provided that the fundamental principle thereof is not altered, changed or modified.

Claims

1 . - A lightweight concrete that is composed of a mixture of cement, low- density aggregate, water, surfactant, resins and foams produced by the mixer or by injecting water, characterised in that the final density is within a range of between 250 kg/m3 and up to 1200 kg/m3, the low-density aggregate being pumice stone, volcanic material or baked clay.
2. - The lightweight concrete according to claim 1 characterised in that for a density of between 300 kg/m3 and up to 1 100 kg/m3 it offers a resistance to compression of between 0.9 and 14.3 MPa.
3. - The lightweight concrete according to any of th e preceding claims characterised in that for a density of 600 kg/m3 it offers a resistance to bending of 0.89 MPa.
4. - The lightweight concrete according to any of th e claims 1 to 2, characterised in that for a density of 400 kg/m3 it offers a fire resistance of 60 °C after 90 minutes.
5. - The lightweight concrete according to any of the claims 1 to 2, characterised in that for a density of 600 kg/m3 it offers a thermal resistance of 0.093 W/mK. 6.- The lightweight concrete according to any of the preceding claims, characterised in that the cement comprises:
- Alite: tricalcium silicate 3CaO»SiO2 (C3S) at 27.9 % by weight
- Belite: dicalcium silicate 2CaO»SiO2 (C2S) at 5.8 %
- Tricalcium aluminate 3 CaO»AI2O3 (C3A) at 2.
6 %
- Celite: Tetracalcium aluminoferrite 4CaO»AI2»F2O3 (C4AF)
at 52.7 %
- Magnesium Oxide at 1 .2 %
- Sulphur Oxide at 2.8 %
- The remainder of the materials accounting for a 7 % proportion.
7.- A method for manufacturing a lightweight concrete according to any of the claims 1 to 6 characterised in that it comprises the stages of:
- Washing the aggregate to separate heavy stones, light stones, remove dust and rinse the aggregate;
- Sifting the material at 0-2 mm - 2-5 mm - 5-9 mm - 9-20 m m in accordance with their usage in different mixtures and densities;
- Adding water that must be clean, free of impurities and contain no oils, alkalis, acids, salts, sugar, organic materials or chlorine;
- Adding the surfactant;
- Adding the cement;
- Mixing all of the components using a drum mixer, which may be either vertical or horizontal, for a period of between 3 minutes and 6 minutes;
- Producing foam, either pre-manufactured using the mixer or produced by including air.
EP15766409.5A 2015-08-26 2015-08-26 Lightweight concrete and manufacturing method Withdrawn EP3341346A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/EP2015/069500 WO2017032412A1 (en) 2015-08-26 2015-08-26 Lightweight concrete and manufacturing method

Publications (1)

Publication Number Publication Date
EP3341346A1 true EP3341346A1 (en) 2018-07-04

Family

ID=54148465

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15766409.5A Withdrawn EP3341346A1 (en) 2015-08-26 2015-08-26 Lightweight concrete and manufacturing method

Country Status (4)

Country Link
EP (1) EP3341346A1 (en)
JP (1) JP2018528920A (en)
MX (1) MX2018002186A (en)
WO (1) WO2017032412A1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109467374A (en) * 2018-12-28 2019-03-15 海南鑫申绿色建筑科技有限公司 A kind of earthquake-resistant structure plate and preparation method thereof
CN113683356A (en) * 2021-07-17 2021-11-23 启东海中港建材有限公司 High-strength concrete with pumice waste residues as aggregate and preparation method thereof

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB749002A (en) * 1952-12-03 1956-05-16 Aerocem Ltd Improvements in or relating to coating compositions for walls and other surfaces
DE1961043A1 (en) * 1969-12-05 1971-06-24 Bosch Gmbh Robert Lightweight concrete of low bulk density, process for its production and construction element made of concrete
JPS6360180A (en) * 1986-08-29 1988-03-16 小野田エー・エル・シー株式会社 Manufacture of lightweight concrete
IT1229844B (en) * 1989-04-20 1991-09-13 Tecniche Ind Srl WATER-REPELLENT AND FIREPROOF THERMAL INSULATION MORTARS WITH HIGH MECHANICAL PROPERTY / SPECIFIC WEIGHT RATIO.
JP3158657B2 (en) * 1992-05-08 2001-04-23 宇部興産株式会社 Manufacturing method of low shrinkage lightweight concrete
JPH08109080A (en) * 1994-10-12 1996-04-30 Ask:Kk Inorganic light heat insulator and its molding
JPH0913573A (en) * 1995-06-27 1997-01-14 Sekisui Chem Co Ltd Wall panel and manufacture thereof
US6290769B1 (en) * 1999-06-22 2001-09-18 Siplast, Inc. Lightweight insulating concrete and method for using same
DE10137231A1 (en) * 2001-07-30 2003-02-20 Tubag Trass Zement Stein Medium-bed mortar for laying large-format floor slabs
US8070878B2 (en) * 2007-07-05 2011-12-06 United States Gypsum Company Lightweight cementitious compositions and building products and methods for making same
WO2009024105A1 (en) * 2007-08-23 2009-02-26 Christoph Maier Additive compound for building materials with mineral basis
CZ21513U1 (en) * 2010-08-31 2010-11-29 Satsys Technology A.S. Maintenance ready-mixed plaster
FR3000060B1 (en) * 2012-12-20 2014-12-12 Saint Gobain Weber CONCRETE COMPOSITION OR ALTERNATING MORTAR COMPRISING AQUEOUS FOAM
FR3004177B1 (en) * 2013-04-04 2015-11-20 Saint Gobain Weber INSULATING MORTAR COMPOSITION
DE102013226861A1 (en) * 2013-12-20 2015-06-25 Fraunhofer-Gesellschaft zur Förderung der angewandten Forschung e.V. Shaped body made of a lightweight material and process for its preparation and use

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
None *
See also references of WO2017032412A1 *

Also Published As

Publication number Publication date
MX2018002186A (en) 2018-06-06
JP2018528920A (en) 2018-10-04
WO2017032412A1 (en) 2017-03-02

Similar Documents

Publication Publication Date Title
Singh et al. Perlite-based building materials—a review of current applications
US10029950B2 (en) Mortar mixture for thermal insulation and/or as fire protection and for universal applications, and methods for the production and use thereof
EP2630103B1 (en) High strength phosphate-based cement having low alkalinity
MX2019011672A (en) Concrete, a dry mixture for the preparation of this concrete, and a method for the preparation of this concrete.
KR101208161B1 (en) Building materials made with recycled fire resistance polystyrene and preparing method of the same
US10399900B2 (en) Composition and method of using perlite
Efimov et al. Dispersed reinforcement in concrete technology
JP2009096657A (en) Cement mortar for plaster work
WO2017032412A1 (en) Lightweight concrete and manufacturing method
US10988413B2 (en) Calcium sulphate-based products
KR100864679B1 (en) Dolomite-based eco-friendly functional mortar and blocks and bricks using it
JPH0842111A (en) Hard gypsum board and its pouring molding method
WO2002038518A1 (en) The production method of lightweight floor and wall panels
KR100874883B1 (en) Flame Retardant Floor Finish Composition
Hayilu et al. Tile adhesive production by Inorganic materials
JP2019064891A (en) Wet type thermal insulation mortar material and thermal insulation mortar structure
RU161250U1 (en) PANEL FACADE HEATING
RU2796804C1 (en) Composition for manufacture of gypsum wall panels
RU2576426C2 (en) Construction mix
US20240254049A1 (en) Mortar and construction material
JP2019065649A (en) Wet type heat insulation mortar construction method, and heat insulation mortar structure
US10995033B2 (en) System and method for improved portland cement basecoat plasters
ITPN20120019A1 (en) CEMENTITIOUS COMPOSITION OF INSULATING MATERIALS OR GOOD HEAT CONDUCTORS OF VARIOUS KIND
TW201321335A (en) Sand slurry
KR101795764B1 (en) Bed mortar composition

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20180306

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
17Q First examination report despatched

Effective date: 20190319

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20200213