WO2002038518A1 - The production method of lightweight floor and wall panels - Google Patents
The production method of lightweight floor and wall panels Download PDFInfo
- Publication number
- WO2002038518A1 WO2002038518A1 PCT/TR2001/000058 TR0100058W WO0238518A1 WO 2002038518 A1 WO2002038518 A1 WO 2002038518A1 TR 0100058 W TR0100058 W TR 0100058W WO 0238518 A1 WO0238518 A1 WO 0238518A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- panels
- conforming
- produced according
- production method
- wall panels
- Prior art date
Links
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 40
- 235000001543 Corylus americana Nutrition 0.000 claims abstract description 7
- 235000007466 Corylus avellana Nutrition 0.000 claims abstract description 7
- 235000002918 Fraxinus excelsior Nutrition 0.000 claims abstract description 7
- 239000002956 ash Substances 0.000 claims abstract description 7
- 239000010440 gypsum Substances 0.000 claims abstract description 7
- 229910052602 gypsum Inorganic materials 0.000 claims abstract description 7
- 239000008262 pumice Substances 0.000 claims abstract description 7
- 239000002893 slag Substances 0.000 claims abstract description 7
- 239000011398 Portland cement Substances 0.000 claims abstract description 6
- 238000003825 pressing Methods 0.000 claims abstract description 5
- 238000007873 sieving Methods 0.000 claims abstract description 4
- 238000000034 method Methods 0.000 claims description 27
- 230000002787 reinforcement Effects 0.000 claims description 13
- 241000723382 Corylus Species 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000003086 colorant Substances 0.000 claims description 4
- 239000010451 perlite Substances 0.000 claims description 4
- 235000019362 perlite Nutrition 0.000 claims description 4
- 238000009413 insulation Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 238000004026 adhesive bonding Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 claims description 2
- 238000005520 cutting process Methods 0.000 claims description 2
- 239000011491 glass wool Substances 0.000 claims description 2
- 238000001033 granulometry Methods 0.000 claims description 2
- 239000011810 insulating material Substances 0.000 claims description 2
- 239000011490 mineral wool Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 229920006327 polystyrene foam Polymers 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 claims description 2
- 238000004040 coloring Methods 0.000 claims 1
- 238000009435 building construction Methods 0.000 abstract description 4
- 239000004575 stone Substances 0.000 abstract description 3
- 238000005056 compaction Methods 0.000 abstract description 2
- 238000001125 extrusion Methods 0.000 abstract description 2
- 240000009226 Corylus americana Species 0.000 abstract 1
- 239000011230 binding agent Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000011083 cement mortar Substances 0.000 description 2
- 239000011381 foam concrete Substances 0.000 description 2
- 230000036962 time dependent Effects 0.000 description 2
- 229920002522 Wood fibre Polymers 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
- 239000002025 wood fiber Substances 0.000 description 1
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
-
- 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
- C04B18/18—Waste materials; Refuse organic
- C04B18/24—Vegetable refuse, e.g. rice husks, maize-ear refuse; Cellulosic materials, e.g. paper, cork
- C04B18/248—Vegetable refuse, e.g. rice husks, maize-ear refuse; Cellulosic materials, e.g. paper, cork from specific plants, e.g. hemp fibres
-
- 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
- C04B2111/00612—Uses not provided for elsewhere in C04B2111/00 as one or more layers of a layered structure
-
- 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
- This invention is especially related with the prefabricated floor and wall panels that are widely used for building construction.
- the production process to obtain the floor and wall panels concerning this invention may generally be described as the pressing and /or extrusion and/or compaction by vibration of the various combinations including varying proportions of the aggregates obtained by the crushing and sieving or all-in use of natural pumice, volcanic ashes, slags, hazelnut shells, siliceous or calcearous stones mixed with organic and/or inorganic admixtures and predefined dosages of portland cements or gypsum to satisfy the design strength requirements.
- Cement panels reinforced with wood fibers form a good example for the wall and floor panels used in the modern building construction industry.
- conventional cement mortars cannot be applied at these panels, which do not possess an adequate volumetric stability and surface texture.
- these panels show time dependent permanent deformations and can not include steel reinforcement.
- architectural coverings ceramics or stone tiles
- gypsum boards Another example for the floor and wall panels produced and marketed with modern techniques are gypsum boards which show the same disadvantages, as in the case of wood fiber-cement panels:
- Time dependent permanent deformations may happen. - They do not include steel reinforcement.
- gypsum panels cannot be used in mediums in direct contact with water such as exterior building walls.
- Foamed concrete panels form also a good example for the wall and floor panels used since a few decades in building constructions. However, these panels having relatively large production sizes, create additional costs in handling, transporting and for site applications, the use of mobile cranes is indispensable.
- foamed concrete panels may include reinforcement, with relatively high creep rates and low modulus of elasticity, they show larger deformations under sustained loading with respect to the panels concerning this invention.
- the given aggregate and admixture percentages may be combined according to the required panel properties or a unique aggregate and /or admixture may be used.
- the inorganic binder dosage is in the range of 100 to 1000 kg/m3
- the air dry unit weight of the panels concerning this invention, depending on the aggregate type to be used is within 200 kg/m3 to 2000 kg/m3 range.
- (1) produced according to these methods may include reinforcement (2) of required shape, form and quantity for ease in handling and application or for simply increasing the flexural strength of the material.
- the mentioned reinforcement may be placed in the body and/or at the surfaces and/or at the edges of the panels concerning this invention.
- the production methods to obtain lightweight floor and wall panels and the panels produced according to these methods may be produced at prespecified dimensions or may be obtained by cutting the finished and hardened plates of relatively larger dimensions being maximum 320 cm. to 320 cm.
- the panel thickness may be within the range of 1cm to 20 cm.
- the preferred panel thickness is 3 to 6 centimeters.
- One or all surfaces of the panels concerning this invention may be produced with grooves, cavities or relieves for aesthetical purposes or for maximizing the adherence between the panel and plaster that will be later applied on the panel.
- the panels may be colored during or after the production by using organic or inorganic coloring agents. Also panels of different colors may be produced.
- a layer of insulating material (5) such as rock or glass wool or polystyrene foam or others of required thicknesses satisfying the regional codes preferably 1 to 15 centimeters may be added to the panels concerning this invention during the production process.
- Such an insulating layer may also be added to the panel during the application phase, at the site, by different ways such as gluing, nailing or pressing, etc.
- the panels concerning this invention may be produced in sandwich type that is the insulating layer may be placed between two parallel plates.
- Such products may include vertical reinforcement connecting the two parallel plates.
- the panels concerning this invention are applied, at site, by screwing the panels on a steel construction or reinforced concrete member satisfying the project requirements and details, using adequate screws.
- the panels concerning this invention can be produced at various dimensions and colors.
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Organic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Botany (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Panels For Use In Building Construction (AREA)
- Floor Finish (AREA)
- Building Environments (AREA)
Abstract
This invention is especially related with the prefabricated floor and wall panels that are widely used for building construction. The production process to obtain the floor and wall panels concerning this invention may generally be described as the pressing and/or extrusion and/or compaction by vibration of the various combinations including varying proportions of the aggregates obtained by the crushing and sieving or all-in use of natural pumice, volcanic ashes, slags, hazelnut shells, siliceous or calcearous stones mixed with organic and/or inorganic admixtures and predefined dosages of portland cements or gypsum to satisfy the design strength requirements. Those panels are produced by having relieves, cavities, grooves on one or all surfaces.
Description
THE PRODUCTION METHOD OF LIGHTWEIGHT FLOOR AND WALL
PANELS
This invention is especially related with the prefabricated floor and wall panels that are widely used for building construction. The production process to obtain the floor and wall panels concerning this invention may generally be described as the pressing and /or extrusion and/or compaction by vibration of the various combinations including varying proportions of the aggregates obtained by the crushing and sieving or all-in use of natural pumice, volcanic ashes, slags, hazelnut shells, siliceous or calcearous stones mixed with organic and/or inorganic admixtures and predefined dosages of portland cements or gypsum to satisfy the design strength requirements.
Cement panels reinforced with wood fibers form a good example for the wall and floor panels used in the modern building construction industry. However, conventional cement mortars cannot be applied at these panels, which do not possess an adequate volumetric stability and surface texture. Moreover, these panels show time dependent permanent deformations and can not include steel reinforcement. Also architectural coverings (ceramics or stone tiles) cannot be applied with conventional mortar, at these panels. Another example for the floor and wall panels produced and marketed with modern techniques are gypsum boards which show the same disadvantages, as in the case of wood fiber-cement panels:
- They cannot be plastered with conventional cement mortars.
- Time dependent permanent deformations may happen. - They do not include steel reinforcement.
- Moreover gypsum panels cannot be used in mediums in direct contact with water such as exterior building walls.
Foamed concrete panels form also a good example for the wall and floor panels used since a few decades in building constructions. However, these panels having relatively
large production sizes, create additional costs in handling, transporting and for site applications, the use of mobile cranes is indispensable.
Although foamed concrete panels may include reinforcement, with relatively high creep rates and low modulus of elasticity, they show larger deformations under sustained loading with respect to the panels concerning this invention.
The use of raw materials that are cheap and abundant in Turkey was planned for the production process of the panels concerning this invention with which it was aimed to obtain conventional plasters and architectural coverings applicable, volumetrically stable, easily transportable and mountable, economical lightweight boards with the required heat and sound insulation capacity.
The drawings prepared for a better description of the production methods to obtain lightweight floor and wall panels and the panels produced according to these methods are as fallows.
Drawing 1- Schematical representation of the floor and wall panel Drawing 2- Schematical representation of one side insulated floor and wall panel Drawing 3- Schematical representation of sandwich type floor and wall panel Each item describing the drawings is numbered and named as fallows:
1- Panel
2- Inner reinforcement 3- Lightweight concrete
4- Edge reinforcement
5- Insulating layer.
For the production of the panels concerning this invention, natural pumice, volcanic ashes, slags, hazelnut shells, siliceous or calcareous aggregates at different proportions mixed with organic or inorganic admixtures when necessary and inorganic binders such as Portland cements or gypsum with varying dosages are used.
The aggregates used for the production are brought to a suitable granulometry by crushing and sieving or used in ' all in ' composition. The aggregate is then mixed, pressed and/or extruded or compacted by vibration with the reinforcement conforming the designed form and quantity to obtain the panels concerning this invention.
The aggregate and admixture proportioning that is used for the production of the panels developed by this invention as a percentage of the total aggregate weight are as fallows:
- 0 % to 100 % natural pumice - 0% to 100 % expanded natural perlite
- 0% to 100 % volcanic ashes
- 0% to 100 % slags.
- 0% to 100 % hazelnut shells
0% to 80% siliceous and/or calcareous aggregates - 0% to 30 % organic admixtures
0% to 30 % inorganic admixtures.
The given aggregate and admixture percentages may be combined according to the required panel properties or a unique aggregate and /or admixture may be used. The inorganic binder dosage is in the range of 100 to 1000 kg/m3 The air dry unit weight of the panels concerning this invention, depending on the aggregate type to be used is within 200 kg/m3 to 2000 kg/m3 range.
The production methods to obtain lightweight floor and wall panels and the panels
(1) produced according to these methods may include reinforcement (2) of required shape, form and quantity for ease in handling and application or for simply increasing the flexural strength of the material. The mentioned reinforcement may be placed in the body and/or at the surfaces and/or at the edges of the panels concerning this invention.
The production methods to obtain lightweight floor and wall panels and the panels produced according to these methods may be produced at prespecified dimensions or may be obtained by cutting the finished and hardened plates of relatively larger dimensions being maximum 320 cm. to 320 cm. The panel thickness may be within the range of 1cm to 20 cm. The preferred panel thickness is 3 to 6 centimeters.
One or all surfaces of the panels concerning this invention may be produced with grooves, cavities or relieves for aesthetical purposes or for maximizing the adherence between the panel and plaster that will be later applied on the panel. The panels may be colored during or after the production by using organic or inorganic coloring agents. Also panels of different colors may be produced.
A layer of insulating material (5) such as rock or glass wool or polystyrene foam or others of required thicknesses satisfying the regional codes preferably 1 to 15 centimeters may be added to the panels concerning this invention during the production process. Such an insulating layer may also be added to the panel during the application phase, at the site, by different ways such as gluing, nailing or pressing, etc.
The panels concerning this invention may be produced in sandwich type that is the insulating layer may be placed between two parallel plates. Such products may include vertical reinforcement connecting the two parallel plates.
The panels concerning this invention are applied, at site, by screwing the panels on a steel construction or reinforced concrete member satisfying the project requirements and details, using adequate screws.
The panels concerning this invention can be produced at various dimensions and colors.
Claims
CLAIMS - The production method of lightweight floor and wall panels and panels produced according to this method characterized by;
- conventional mortar plasters applicable, volumetrically stable, undeformable, permitting the application of architectural or useful coverings on its surface, possessing the required insulation design values, easily feasible, transportable, applicable and economical, with satisfactory strength and durability,
- being produced, as a percentage of the total aggregate weight 0 % to 100 % natural pumice, 0 % to 100 % expanded perlite, 0 % to 100 % volcanic ashes, % 0 to 100% slags, 0 % to 100 % hazelnut shells, 0 % to 80 % siliceous aggregates, 0
% to 80 % calcareous aggregates, 0 % to 30 % organical admixtures, 0 % to 30 % inorganical admixtures which can be used one by one or in the form of various combinations,
- being obtained by the pressing and/or extruding and/or compacting by vibration of the prementioned aggregate composition mixed with Portland cements or gypsum, including also a predesigned amount, shape and form of reinforcement,
- being dried in air,
- unit weight varying between 200 kg/ m3 and 2000 kg/m3 - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claim 1 and characterized by obtaining the aggregate by the crushing and sieving or by using in 'all-in' form to be brought to the required granulometry. - The production method of lightweight floor and wall panels and panels produced according to. this method which is conforming to the claim 1 and characterized by the Portland cements being mixed with aggregate to be within the range of 100 kg/m3 to
1000 kg/m3 dosages in order to reach the design strength values.
- The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1 and 2, and characterized by the use of gypsum instead of Portland cements. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1,2,3 or 4 and characterized by the use of % 100 natural pumice as aggregate - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1,2,3 or 4 and characterized by the use of % 100 slags as aggregate. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3 or 4 and characterized by the use of % 100 hazelnut shells as aggregate. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3 or 4 and characterized by the use of % 100 volcanic ashes as aggregate. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3 or 4 and characterized by the use of % 100 expanded perlite as aggregate. 0- The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3 or 4 and characterized by the use of the combinations of pumice, slags, hazelnut shell, volcanic ashes, expanded natural perlite aggregates where each aggregate type percentage with respect to the total aggregate weight vary between 0 % to 100 %. 1 - The production method of lightweight floor and wall panels and panels produced according this method which is conforming to the claims 1 , 2, 3 or 4 and characterized by the use of 0 % to 80 % siliceous aggregates, 0 % to 80 % calcareous aggregates, 0 % to 30 % organical admixtures, 0% to 30 % inorganical admixtures with respect to the total aggregate weight. The mentioned materials added to the mixe
may be used uniquely or in various combinations remaining in the given percentage limits. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3, 4, 5, 6, 7, 9, 10 or 11 and characterized by including reinforcement, specially shaped steel profiles etc. placed parallel or vertically with respect to the panel plane, aiming to increase the strength of the panel or to ease the realization of site application details. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 or 12 and characterized by possessing reinforcement within the body of the panel or at its surfaces or edges. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 or 13 and characterized by producing at the predefined sizes or obtained by cutting a relatively larger plate of 320 cm. to 320 cm maximum sizes. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 or 14 and characterized by having thicknesses varying between 1 and 20 centimeters and preferably at the range of 3 to 6 centimeters. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14 or 15 and characterized by possessing on one or all surfaces, relieves, cavities, grooves that the manufacturer or the project requirements impose, for aesthetical purposes or to improve the adherence between the panel surface and later on applied plasters and mortars. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15 or 16 and characterized by coloring during or after production by the use of organical or inorganical coloring agents.
- The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16 or 17 and characterized by possessing an insulating layer of glass or rock wool, polystyrene foam or other insulating materials to satisfy the heat insulation criteria; the layer being added to the panel during or after the production process. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17 or 18 and characterized by addition of the insulating layer to be made when necessary or required, at the site during the application of the panel by the use of ways such as gluing or pressing. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18 or 19 and characterized by placing the insulating layer as 'sandwich form'. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1 , 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19 or 20 and characterized by including vertical reinforcement to link the parallel plates of the sandwich types when necessary. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 or 21 and characterized by application to a steel construction or reinforced concrete member by conforming the project design requirements by the use of adequate screws. - The production method of lightweight floor and wall panels and panels produced according to this method which is conforming to the claims 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 or 22 and characterized by having unit weights preferably varying between 800 to 1200 kg/m3 depending on the proportioning and type of the materials used during production.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU2002218649A AU2002218649A1 (en) | 2000-11-09 | 2001-11-08 | The production method of lightweight floor and wall panels |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TR2000/03321 | 2000-11-09 | ||
| TR200003321A TR200003321A2 (en) | 2000-11-09 | 2000-11-09 | Low weight floor and wall panel production method and panels produced according to this method. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2002038518A1 true WO2002038518A1 (en) | 2002-05-16 |
Family
ID=21622792
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/TR2001/000058 WO2002038518A1 (en) | 2000-11-09 | 2001-11-08 | The production method of lightweight floor and wall panels |
Country Status (3)
| Country | Link |
|---|---|
| AU (1) | AU2002218649A1 (en) |
| TR (1) | TR200003321A2 (en) |
| WO (1) | WO2002038518A1 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7524555B2 (en) | 1999-11-19 | 2009-04-28 | James Hardie International Finance B.V. | Pre-finished and durable building material |
| US7584584B2 (en) | 2007-04-09 | 2009-09-08 | Fennell Jr Harry C | Reusable modular block wall assembly system |
| RU2420493C2 (en) * | 2009-07-27 | 2011-06-10 | Общество с ограниченной ответственностью Производственно-инвестиционная компания "Диатомит-Инвест" | Method for production of foam-diatomite bricks |
| US8993462B2 (en) | 2006-04-12 | 2015-03-31 | James Hardie Technology Limited | Surface sealed reinforced building element |
| GB2519954A (en) * | 2013-11-01 | 2015-05-13 | Roy Potter | Building materials |
| ITUB20161015A1 (en) * | 2016-02-04 | 2017-08-04 | Mario Quattrocchi | Conglomerate consisting of a binder mixture, water, fine aggregates and additives, mainly for the recovery and reuse of sand and / or volcanic ash |
| CN107724631A (en) * | 2017-11-07 | 2018-02-23 | 来安县塔鑫建材有限公司 | One kind is reinforced to exempt from composite integrated heat-preservation hanging plate |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8281535B2 (en) | 2002-07-16 | 2012-10-09 | James Hardie Technology Limited | Packaging prefinished fiber cement articles |
| CA2496972C (en) | 2002-07-16 | 2016-08-16 | James Hardie International Finance B.V. | Packaging prefinished fiber cement products |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1800024A (en) * | 1928-03-12 | 1931-04-07 | Marczinczek Carl | Tenacious and fireproof composition |
| FR755029A (en) * | 1933-05-01 | 1933-11-18 | New insulating material, elements and coatings obtained with said material and their applications | |
| US2877135A (en) * | 1948-12-31 | 1959-03-10 | Schwarzwalder Karl | Tile composition and product suitable for floors of stables |
| EP0049733A1 (en) * | 1980-10-09 | 1982-04-21 | Thomas Karapanos | Flowable mixture of water, filler and binding materials as well as its application to forming and pouring building elements with insulating properties, and a building element in the form of a slab, block or panel |
| WO1984000970A1 (en) * | 1982-05-12 | 1984-03-15 | Stavrakelis Alex | Artificial wood from fruit kernels or nut shells; artificial marble |
| DE4009906C1 (en) * | 1990-03-28 | 1991-05-16 | Deutsche Perlite Gmbh, 4600 Dortmund, De | Dry mix for flooring - has specified bulk material with granular fraction and levelling material |
| WO1995002561A1 (en) * | 1993-07-16 | 1995-01-26 | Rigro, Inc. | Method for using lightweight concrete, for producing a combination therefrom and a combination produced thereby |
| DE19624409A1 (en) * | 1995-07-25 | 1997-01-30 | Otto Dietzsch | Lightweight material with high thermal insulation - contg. lined elongate cavities forming air pockets |
| US5772751A (en) * | 1995-10-26 | 1998-06-30 | College Of Judea And Samaria | Cement-bound light-weight insulating structural monolithic aggregate concrete |
-
2000
- 2000-11-09 TR TR200003321A patent/TR200003321A2/en unknown
-
2001
- 2001-11-08 AU AU2002218649A patent/AU2002218649A1/en not_active Abandoned
- 2001-11-08 WO PCT/TR2001/000058 patent/WO2002038518A1/en not_active Application Discontinuation
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1800024A (en) * | 1928-03-12 | 1931-04-07 | Marczinczek Carl | Tenacious and fireproof composition |
| FR755029A (en) * | 1933-05-01 | 1933-11-18 | New insulating material, elements and coatings obtained with said material and their applications | |
| US2877135A (en) * | 1948-12-31 | 1959-03-10 | Schwarzwalder Karl | Tile composition and product suitable for floors of stables |
| EP0049733A1 (en) * | 1980-10-09 | 1982-04-21 | Thomas Karapanos | Flowable mixture of water, filler and binding materials as well as its application to forming and pouring building elements with insulating properties, and a building element in the form of a slab, block or panel |
| WO1984000970A1 (en) * | 1982-05-12 | 1984-03-15 | Stavrakelis Alex | Artificial wood from fruit kernels or nut shells; artificial marble |
| DE4009906C1 (en) * | 1990-03-28 | 1991-05-16 | Deutsche Perlite Gmbh, 4600 Dortmund, De | Dry mix for flooring - has specified bulk material with granular fraction and levelling material |
| WO1995002561A1 (en) * | 1993-07-16 | 1995-01-26 | Rigro, Inc. | Method for using lightweight concrete, for producing a combination therefrom and a combination produced thereby |
| DE19624409A1 (en) * | 1995-07-25 | 1997-01-30 | Otto Dietzsch | Lightweight material with high thermal insulation - contg. lined elongate cavities forming air pockets |
| US5772751A (en) * | 1995-10-26 | 1998-06-30 | College Of Judea And Samaria | Cement-bound light-weight insulating structural monolithic aggregate concrete |
Non-Patent Citations (2)
| Title |
|---|
| CHEMICAL ABSTRACTS, vol. 111, no. 14, 2 October 1989, Columbus, Ohio, US; abstract no. 119945n, page 294; XP000153368 * |
| PROM-ST., STROIT.ARKHIT. ARM, vol. 11, 1988, USSR, pages 64 - 66 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7524555B2 (en) | 1999-11-19 | 2009-04-28 | James Hardie International Finance B.V. | Pre-finished and durable building material |
| US8993462B2 (en) | 2006-04-12 | 2015-03-31 | James Hardie Technology Limited | Surface sealed reinforced building element |
| US7584584B2 (en) | 2007-04-09 | 2009-09-08 | Fennell Jr Harry C | Reusable modular block wall assembly system |
| RU2420493C2 (en) * | 2009-07-27 | 2011-06-10 | Общество с ограниченной ответственностью Производственно-инвестиционная компания "Диатомит-Инвест" | Method for production of foam-diatomite bricks |
| GB2519954A (en) * | 2013-11-01 | 2015-05-13 | Roy Potter | Building materials |
| ITUB20161015A1 (en) * | 2016-02-04 | 2017-08-04 | Mario Quattrocchi | Conglomerate consisting of a binder mixture, water, fine aggregates and additives, mainly for the recovery and reuse of sand and / or volcanic ash |
| CN107724631A (en) * | 2017-11-07 | 2018-02-23 | 来安县塔鑫建材有限公司 | One kind is reinforced to exempt from composite integrated heat-preservation hanging plate |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2002218649A1 (en) | 2002-05-21 |
| TR200003321A2 (en) | 2001-11-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US9126865B2 (en) | Geopolymeric structural building units and methods of manufacture thereof | |
| Singh et al. | Perlite-based building materials—a review of current applications | |
| EP2630103B1 (en) | High strength phosphate-based cement having low alkalinity | |
| CN205012555U (en) | Aerated concrete composite wall panel is pressed to multi -functional evaporating | |
| CN105297942B (en) | The lightgage steel joist heat preservation decoration integrative wall and preparation method of composite aerogel | |
| WO2002038518A1 (en) | The production method of lightweight floor and wall panels | |
| WO2017007435A1 (en) | A multi-hollow, cement based, lightweight building block and its manufacturing method | |
| JP3319734B2 (en) | Architectural materials and their production and construction methods | |
| CN201835404U (en) | Cast-in-situ foam concrete composite wall body | |
| EP3568275B1 (en) | Building brick and manufacturing method thereof | |
| RU2138465C1 (en) | Method of manufacturing superlight cellular concrete and its composition | |
| JPH07233587A (en) | Light weight concrete and production method thereof and architectural panel by use thereof | |
| CN101413301B (en) | Self-heat preservation heat insulation wall | |
| KR200344605Y1 (en) | Ultra Light-weighted Concrete Panel with Fireproof Performance for Wall | |
| CN1045412C (en) | Composite high-strength sandwich partition wall | |
| CN104213670A (en) | Light-weight composite wallboard with built-in filling pipes | |
| EP2723543B1 (en) | Method for producing thin cement-based panels having high strength, durability and production rate | |
| CN2178749Y (en) | Wall board | |
| RU2253637C1 (en) | Mixture for producing cellular concrete | |
| RU2036879C1 (en) | Two-ply facing tile and method for its manufacture | |
| CN204139453U (en) | The light composite wall plate of built-in filling tubing | |
| KR101083937B1 (en) | Lightweight building materials and its manufacturing method | |
| CN1104283A (en) | Wall plate | |
| CN1456765A (en) | Outer making up and inner casting non-bearing wall and constructing method | |
| PL165800B1 (en) | Manufacturing method of polystyrene concrete insulation material and polystyrene concrete insulation material |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AK | Designated states |
Kind code of ref document: A1 Designated state(s): AE AG AL AM AT AU AZ BA BB BG BR BY BZ CA CH CN CO CR CU CZ DE DK DM DZ EC EE ES FI GB GD GE GH GM HR HU ID IL IN IS JP KE KG KP KR KZ LC LK LR LS LT LU LV MA MD MG MK MN MW MX MZ NO NZ PH PL PT RO RU SD SE SG SI SK SL TJ TM TR TT TZ UA UG US UZ VN YU ZA ZW |
|
| AL | Designated countries for regional patents |
Kind code of ref document: A1 Designated state(s): GH GM KE LS MW MZ SD SL SZ TZ UG ZW AM AZ BY KG KZ MD RU TJ TM AT BE CH CY DE DK ES FI FR GB GR IE IT LU MC NL PT SE TR BF BJ CF CG CI CM GA GN GQ GW ML MR NE SN TD TG |
|
| 121 | Ep: the epo has been informed by wipo that ep was designated in this application | ||
| REG | Reference to national code |
Ref country code: DE Ref legal event code: 8642 |
|
| 122 | Ep: pct application non-entry in european phase | ||
| NENP | Non-entry into the national phase |
Ref country code: JP |
|
| WWW | Wipo information: withdrawn in national office |
Country of ref document: JP |