EP1867799A2 - A prefabricated panel for the manufacture of floors and roofs - Google Patents
A prefabricated panel for the manufacture of floors and roofs Download PDFInfo
- Publication number
- EP1867799A2 EP1867799A2 EP07110417A EP07110417A EP1867799A2 EP 1867799 A2 EP1867799 A2 EP 1867799A2 EP 07110417 A EP07110417 A EP 07110417A EP 07110417 A EP07110417 A EP 07110417A EP 1867799 A2 EP1867799 A2 EP 1867799A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- plate
- slab
- beams
- panel
- wood
- 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- Withdrawn
Links
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 12
- 239000002023 wood Substances 0.000 claims abstract description 24
- 239000004568 cement Substances 0.000 claims abstract description 12
- 229910052751 metal Inorganic materials 0.000 claims description 6
- 230000006835 compression Effects 0.000 description 5
- 238000007906 compression Methods 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 239000011324 bead Substances 0.000 description 2
- 230000033558 biomineral tissue development Effects 0.000 description 2
- 229910002092 carbon dioxide Inorganic materials 0.000 description 2
- 239000001569 carbon dioxide Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000004898 kneading Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 230000007935 neutral effect Effects 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000011358 absorbing material Substances 0.000 description 1
- 239000000560 biocompatible material Substances 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007580 dry-mixing Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 229920006284 nylon film Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/10—Flooring or floor layers composed of a number of similar elements of other materials, e.g. fibrous or chipped materials, organic plastics, magnesite tiles, hardboard, or with a top layer of other materials
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F2201/00—Joining sheets or plates or panels
- E04F2201/05—Separate connectors or inserts, e.g. pegs, pins, keys or strips
Definitions
- the present invention relates to a prefabricated panel for the manufacture of floors and roofs.
- prefabricated panels comprising a plurality of wooden beams, defining respective lower panel beads, and an upper slab made of reinforced concrete, which is cast and made monolithic with the settling beams, so as to make the transport and the assembly of the prefabricated panel at the building sites where the laying is later carried out convenient.
- a prefabricated panel for the manufacture of floors and roofs; the panel comprising:
- numeral 1 indicates a prefabricated panel, which is drawn near to other panels 1 of a similar type for the manufacture of a floor or roof.
- the panel 1 comprises an upper slab 4 comprising a plate 5 made of conglomerate, consisting of shredded wood (which is also designated “chipped” wood) which is bound with cement.
- shredded wood which is also designated "chipped” wood
- PLS registered trademark
- a material displaying such features is known by the brand name of "PLS” (registered trademark).
- PLS registered trademark
- a mineralization process is cited by way of example: after having been shredded in small fibers displaying different size, the wood is desiccated at high temperature and mixed with mineral powders and other ecological products which make it inert.
- Such a method is known, for instance, from European patent No. EP0517577 filed on June 2nd, 1992, which is here integrally recalled for the sake of completeness in description and for the required parts.
- a dosage example is the following:
- the kneading is obtained by dry mixing the loose wood with the cement, so as to properly distribute the two elements, to which the water is then gradually added.
- the obtained kneading is immediately cast in appropriate moulds, such as to form the shape intended for the plate 5.
- Water-, electric- and/or heating-system tubings may already be arranged in the moulds to directly embed such tubings in the casting.
- the plate 5 is manufactured with a uniform thickness, with an extrados 6 (upper surface) and an intrados 7 (lower surface) which are flat.
- the slab 4 comprises a painted boarding 8, consisting of wooden laths which are reciprocally arranged side by side and attached to the lower surface 7, for instance by means of screws or nails.
- the panel 1 further comprises a plurality of wooden beams 10, which are arranged at sight under the slab 4, against the boarding 8, and are orthogonal to the laths of the boarding 8 itself.
- the lower surface 7 is finish-free and is plastered after the panel 1 has been laid to form the floor or the roof: in this case, each wooden beam 10 is wrapped by a nylon film (not shown) to be protected during plastering. Such a film is then removed once the plaster has dried.
- each beam 10 is preferably attached to the plate 5 by means of a plurality of screws 11, having respective threaded rods 12 which partially engage the beam 10 and partially engage the plate 5, whereas the heads 13 of the screws 11 are arranged along the upper surface 6, by means of the interposition of respective washers (not shown).
- the beam 10 is arranged directly in contact against the lower surface 7, without the boarding 8.
- a related washer 16 is interposed between the beam 10 and the lower surface 7: the two opposite faces 17 of the washer 16 are toothed or knurled to embed both into the beam 10 and into the plate 5, to increase the friction and the transmission of the stresses between the beam 10 and the slab 4.
- the lower surface 7 has a different shape from a flat shape: for instance, it defines a plurality of elongated seats each of which partially houses a related beam 10.
- the slab 4 has an edge 18 that does not have the beams 10 and an edge 19 that carries a beam 10a, which comprises a portion 20 which laterally protrudes with respect to the edge 19 itself: during the laying, the panel 1 is bound to another adjacent panel 1 (partially shown with a broken line), a side edge of which is overlapped and then attached to the portion 20 of the beam 10a by means of screws.
- the use of PLS of the plate 5 allows to make the slab 4 lighter with respect to the prefabricated panels with a concrete slab: indeed, the plate 5 has a relatively low specific weight in the range between 800 and 1000 kg/m 3 .
- the panel 1 also allows to avoid the increase in weight of old load-bearing walls during the restoration of buildings. Again because of its low specific weight, the panel 1 may also be manufactured displaying a greater size that the panels of the known art.
- PLS is a very good thermal insulating and sound-absorbing material. Specifically, roofs and floors manufactured with the panels 1 have an insulating coefficient 8 times higher, with a specific weight 2 times lower, than a cement or concrete slab.
- the panel 1 ensures operational rapidity, assembly ease, safety and stability of the structures, and a considerable saving as far as costs are concerned. Indeed, the panels 1 are manufactured at the factory, and are then carried to the building site for the laying step: in this manner, up to 90% of the time required for the laying may be saved as compared to products which are cast or assembled directly on the building site.
- the transversal sections and the thickness of the weight-bearing element of the panel 1 may considerably be reduced.
- the beams 10 and the slab 4 do not only rest on each other, but are attached, some of the stress is relieved on the linear weight-bearing beams 10, which in this case are manufactured of solid wood.
- the attachment between beams 10 and slab 4 avoids reciprocal movements between the extrados of the wood and the intrados of the slab, so it leads the wood of the beams 10 and the PLS of the plate 5 to "cooperate", thus exploiting the properties of the two materials at best, that is inducing the wood to work in traction and the slab 4 in compression.
- the combination or coupling between the two elements implies the individuation of a common neutral axis, which is displaced downwards for the PLS, and is displaced upwards for the wood, with respect to the case in which they are subjected to a simple flexion.
- the extent by which the neutral axis is displaced, is a function of the geometry of the panel 1. In general, the traction flexing stresses are absorbed to a greater extent by the wooden beads 10, whereas the compression stresses are absorbed by the PLS plate 5.
- the plate 5 When the plate 5 has an embedded framework therein, the latter may also be of the so-called "light” type, as the plate 5 is mostly stressed by compression.
- prefabricated panels 1 displaying high resistance may be manufactured.
- the panels 1 have optimal support features, they are light and may cover considerable openings, they have definitely limited thickness and are both sound-absorbing and sound-insulating, as well as having the desired finishing.
- the PLS which is obtained by a wood mineralization process, is a totally ecological and biocompatible material, that contains no polluting chemical substance. It may be perfectly positioned in the most varied environments with total respect for the environment. It is easily recyclable and therefore does not affect the environmental balance.
- PLS is produced from the recovery of wood discards.
- every m 3 of wood there are stored 820 m 3 of carbon dioxide, which are absorbed by the growing plant; by preserving the wood in its natural state, PLS avoids the return of the carbon dioxide contained therein to the environment, thus making a contribution to minimize the environmental impact of the wood discards.
- PLS ensures a long duration in time of the panel 1: indeed, it does not deform in the presence of water, it does not suffer from freezing, it has a very good resistance to compression and does not require any maintenance during time.
- PLS In virtue of its resistance to compression and its resistance to fire, PLS results being particularly suitable for the construction of structures that must ensure safety, energy saving and high living comfort.
- PLS has a very good holding to nails (comparable to that of wood) and may be machined or sawed as if it were wood.
- the panel 1 may have a different shape than that shown and possible intermediate openings. Furthermore, a water-resistant sheathing could be interposed between the boarding 8 and the plate 5.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Panels For Use In Building Construction (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Building Environments (AREA)
Abstract
Description
- The present invention relates to a prefabricated panel for the manufacture of floors and roofs.
- For the manufacture of floors there are known prefabricated panels comprising a plurality of wooden beams, defining respective lower panel beads, and an upper slab made of reinforced concrete, which is cast and made monolithic with the settling beams, so as to make the transport and the assembly of the prefabricated panel at the building sites where the laying is later carried out convenient.
- The need is felt to improve the prefabricated panels of the type just described above, specifically as far as the reduction of their specific weight and the improvement of the thermal insulation and sound-absorbing features is concerned.
- It is the object of the present invention to provide a prefabricated panel for the manufacture of floors and roofs, allowing to achieve the above mentioned requirement in a simple and cost-effective manner.
- According to the present invention a prefabricated panel is provided for the manufacture of floors and roofs; the panel comprising:
- an upper slab; and
- a plurality of wooden beams arranged at sight under said slab and integrally connected to said slab;
- The invention will now be described with reference to the accompanying drawings, which show a non-limiting embodiment thereof, in which:
- Figure 1 shows a perspective view of a preferred embodiment of the prefabricated panel for the manufacture of floors and roofs according to the present invention;
- - Figure 2 shows an enlarged section view of a detail of a variant of the prefabricated panel in Figure 1.
- In Figure 1,
numeral 1 indicates a prefabricated panel, which is drawn near toother panels 1 of a similar type for the manufacture of a floor or roof. - The
panel 1 comprises anupper slab 4 comprising aplate 5 made of conglomerate, consisting of shredded wood (which is also designated "chipped" wood) which is bound with cement. Before being mixed with cement, the shredded wood has been treated to make the binding with the cement itself possible. For instance, a material displaying such features is known by the brand name of "PLS" (registered trademark). As far as the method for treating the wood and making its binding with the cement possible, a mineralization process is cited by way of example: after having been shredded in small fibers displaying different size, the wood is desiccated at high temperature and mixed with mineral powders and other ecological products which make it inert. Such a method is known, for instance, fromEuropean patent No. EP0517577 filed on June 2nd, 1992, which is here integrally recalled for the sake of completeness in description and for the required parts. - After the shredded wood has been treated, it appears as a granular product in the loose form: for the manufacture of the
plate 5, a cement 42.5 and water is kneaded in a normal concrete mixer. - A dosage example is the following:
- 1000 liters of shredded and mineralized wood;
- 300-350 kg of cement 42.5;
- 180-220 liters of water.
- The kneading is obtained by dry mixing the loose wood with the cement, so as to properly distribute the two elements, to which the water is then gradually added. The obtained kneading is immediately cast in appropriate moulds, such as to form the shape intended for the
plate 5. - Water-, electric- and/or heating-system tubings may already be arranged in the moulds to directly embed such tubings in the casting.
- In the preferred embodiment shown, the
plate 5 is manufactured with a uniform thickness, with an extrados 6 (upper surface) and an intrados 7 (lower surface) which are flat. - When an
upper surface 6 ready to receive any flooring is to be obtained, a sand and cement shaving is performed on the fresh casting after molding. - In addition to the
plate 5, theslab 4 comprises a painted boarding 8, consisting of wooden laths which are reciprocally arranged side by side and attached to thelower surface 7, for instance by means of screws or nails. - The
panel 1 further comprises a plurality ofwooden beams 10, which are arranged at sight under theslab 4, against the boarding 8, and are orthogonal to the laths of the boarding 8 itself. - Instead of the boarding 8, the
lower surface 7 is finish-free and is plastered after thepanel 1 has been laid to form the floor or the roof: in this case, eachwooden beam 10 is wrapped by a nylon film (not shown) to be protected during plastering. Such a film is then removed once the plaster has dried. - The
beams 10 are integrally connected to theplate 5, by means of metal steel elements, after the forming of theplate 5, and are selected and positioned on the basis of design and resistance calculations. With reference to figure 2, eachbeam 10 is preferably attached to theplate 5 by means of a plurality ofscrews 11, having respective threadedrods 12 which partially engage thebeam 10 and partially engage theplate 5, whereas theheads 13 of thescrews 11 are arranged along theupper surface 6, by means of the interposition of respective washers (not shown). In the solution depicted, thebeam 10 is arranged directly in contact against thelower surface 7, without the boarding 8. Along theaxis 15 of eachscrew 11, arelated washer 16 is interposed between thebeam 10 and the lower surface 7: the twoopposite faces 17 of thewasher 16 are toothed or knurled to embed both into thebeam 10 and into theplate 5, to increase the friction and the transmission of the stresses between thebeam 10 and theslab 4. - According to variants that are not shown, the
lower surface 7 has a different shape from a flat shape: for instance, it defines a plurality of elongated seats each of which partially houses arelated beam 10. - With reference to figure 1, at the side ends of the
panel 1, theslab 4 has anedge 18 that does not have thebeams 10 and anedge 19 that carries abeam 10a, which comprises aportion 20 which laterally protrudes with respect to theedge 19 itself: during the laying, thepanel 1 is bound to another adjacent panel 1 (partially shown with a broken line), a side edge of which is overlapped and then attached to theportion 20 of thebeam 10a by means of screws. - The manufacturing of floors and roofs with
beams 10 at sight by using thepanels 1 at sight is simple and fast, because it is only necessary to reciprocally couple the panels, and possibly plaster thelower surface 7 in case the boarding 8 is missing. - From the above, it is apparent that the use of PLS of the
plate 5 allows to make theslab 4 lighter with respect to the prefabricated panels with a concrete slab: indeed, theplate 5 has a relatively low specific weight in the range between 800 and 1000 kg/m3. - In virtue of this feature, the
panel 1 also allows to avoid the increase in weight of old load-bearing walls during the restoration of buildings. Again because of its low specific weight, thepanel 1 may also be manufactured displaying a greater size that the panels of the known art. - Furthermore, PLS is a very good thermal insulating and sound-absorbing material. Specifically, roofs and floors manufactured with the
panels 1 have an insulating coefficient 8 times higher, with a specific weight 2 times lower, than a cement or concrete slab. - Furthermore, the
panel 1 ensures operational rapidity, assembly ease, safety and stability of the structures, and a considerable saving as far as costs are concerned. Indeed, thepanels 1 are manufactured at the factory, and are then carried to the building site for the laying step: in this manner, up to 90% of the time required for the laying may be saved as compared to products which are cast or assembled directly on the building site. - Furthermore, in virtue of the coupling by means of metal elements between the
beams 10 and the PLS-madeplate 5, the transversal sections and the thickness of the weight-bearing element of thepanel 1 may considerably be reduced. - Indeed, as the
beams 10 and theslab 4 do not only rest on each other, but are attached, some of the stress is relieved on the linear weight-bearingbeams 10, which in this case are manufactured of solid wood. The attachment betweenbeams 10 andslab 4 avoids reciprocal movements between the extrados of the wood and the intrados of the slab, so it leads the wood of thebeams 10 and the PLS of theplate 5 to "cooperate", thus exploiting the properties of the two materials at best, that is inducing the wood to work in traction and theslab 4 in compression. The combination or coupling between the two elements implies the individuation of a common neutral axis, which is displaced downwards for the PLS, and is displaced upwards for the wood, with respect to the case in which they are subjected to a simple flexion. The extent by which the neutral axis is displaced, is a function of the geometry of thepanel 1. In general, the traction flexing stresses are absorbed to a greater extent by thewooden beads 10, whereas the compression stresses are absorbed by thePLS plate 5. - When the
plate 5 has an embedded framework therein, the latter may also be of the so-called "light" type, as theplate 5 is mostly stressed by compression. - In other terms, in virtue of the "cooperating" properties between the wood of the
beams 10 and the PLS of theplate 5, prefabricatedpanels 1 displaying high resistance may be manufactured. - Finally, the
panels 1 have optimal support features, they are light and may cover considerable openings, they have definitely limited thickness and are both sound-absorbing and sound-insulating, as well as having the desired finishing. - Furthermore, the PLS, which is obtained by a wood mineralization process, is a totally ecological and biocompatible material, that contains no polluting chemical substance. It may be perfectly positioned in the most varied environments with total respect for the environment. It is easily recyclable and therefore does not affect the environmental balance.
- PLS is produced from the recovery of wood discards. In every m3 of wood, there are stored 820 m3 of carbon dioxide, which are absorbed by the growing plant; by preserving the wood in its natural state, PLS avoids the return of the carbon dioxide contained therein to the environment, thus making a contribution to minimize the environmental impact of the wood discards.
- PLS ensures a long duration in time of the panel 1: indeed, it does not deform in the presence of water, it does not suffer from freezing, it has a very good resistance to compression and does not require any maintenance during time.
- In virtue of its resistance to compression and its resistance to fire, PLS results being particularly suitable for the construction of structures that must ensure safety, energy saving and high living comfort.
- Finally, in the manufacture of roofs, possible pantiles, tiles, metal sheets and corrugated sheets may be directly attached to the
PLS plate 5 by means of nails or dowels. Indeed, PLS has a very good holding to nails (comparable to that of wood) and may be machined or sawed as if it were wood. - From the above, it is finally apparent that modifications and variants not departing from the scope of protection of the present invention may be made to the
panel 1 which is described and depicted, as defined in the accompanying claims. - Specifically, the
panel 1 may have a different shape than that shown and possible intermediate openings. Furthermore, a water-resistant sheathing could be interposed between the boarding 8 and theplate 5.
Claims (6)
- A prefabricated panel (1) for the manufacture of floors and roofs; the panel comprising:- an upper slab (4); and- a plurality of wooden beams (10) arranged at sight under said slab (4) and integrallyconnected to said slab (4);characterized in that said slab (4) comprises a plate (5) made of shredded wood, which is treated and bound with cement, and attached to said beams (10).
- A panel according to claim 1, characterized in that said plate (5) is attached to said beams (10) by means of metal elements (11, 16).
- A panel according to claim 1 or 2, characterized in that said plate (5) has a uniform thickness.
- A panel according to claims 2, characterized in that said metal elements comprise screws (11), each having a threaded rod (12) which is partially screwed in one of said beams (10) and partially screwed in said plate (5).
- A panel according to claim 4, characterized in that said metal elements comprise, for each of said screws (11), a related washer (16) having two toothed faces which are embedded in said beam (10) and, respectively, in said plate (5).
- A panel according to any of the preceding claims, characterized in that said slab (4) comprises a boarding (8) interposed between the lower surface (7) of said plate (5) and said beams (10) and attached to said plate (5).
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ITTO20060091 ITTO20060091U1 (en) | 2006-06-16 | 2006-06-16 | PREFABRICATED PANEL FOR THE CONSTRUCTION OF FLOORS AND ROOFS |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1867799A2 true EP1867799A2 (en) | 2007-12-19 |
EP1867799A3 EP1867799A3 (en) | 2010-01-06 |
Family
ID=38511190
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP07110417A Withdrawn EP1867799A3 (en) | 2006-06-16 | 2007-06-15 | A prefabricated panel for the manufacture of floors and roofs |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1867799A3 (en) |
IT (1) | ITTO20060091U1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2103752A1 (en) * | 2008-03-20 | 2009-09-23 | Fensterfabrik Albisrieden Ag | Roof |
AU2020281139B2 (en) * | 2019-08-13 | 2021-03-25 | LWC Research Pty Ltd | Prefabricated floor panel, construction and method therefor |
CN113152759A (en) * | 2021-04-26 | 2021-07-23 | 中国林业科学研究院木材工业研究所 | Assembled prestressing force reinforcing quadrature veneer wood floor |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2722226A1 (en) * | 1994-07-05 | 1996-01-12 | Bueno Oscar | Veneered parquet flooring module |
WO1999022095A1 (en) * | 1997-10-28 | 1999-05-06 | Carter Holt Harvey Limited | A flooring panel and/or flooring of such flooring panels and/or related methods |
GB2420355A (en) * | 2004-11-20 | 2006-05-24 | Rowan Timber Supplies | Joist with adhered acoustic insulating material |
-
2006
- 2006-06-16 IT ITTO20060091 patent/ITTO20060091U1/en unknown
-
2007
- 2007-06-15 EP EP07110417A patent/EP1867799A3/en not_active Withdrawn
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2722226A1 (en) * | 1994-07-05 | 1996-01-12 | Bueno Oscar | Veneered parquet flooring module |
WO1999022095A1 (en) * | 1997-10-28 | 1999-05-06 | Carter Holt Harvey Limited | A flooring panel and/or flooring of such flooring panels and/or related methods |
GB2420355A (en) * | 2004-11-20 | 2006-05-24 | Rowan Timber Supplies | Joist with adhered acoustic insulating material |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2103752A1 (en) * | 2008-03-20 | 2009-09-23 | Fensterfabrik Albisrieden Ag | Roof |
WO2009115286A1 (en) * | 2008-03-20 | 2009-09-24 | Fensterfabrik Albisrieden Ag | Cover |
AU2020281139B2 (en) * | 2019-08-13 | 2021-03-25 | LWC Research Pty Ltd | Prefabricated floor panel, construction and method therefor |
CN113152759A (en) * | 2021-04-26 | 2021-07-23 | 中国林业科学研究院木材工业研究所 | Assembled prestressing force reinforcing quadrature veneer wood floor |
Also Published As
Publication number | Publication date |
---|---|
EP1867799A3 (en) | 2010-01-06 |
ITTO20060091U1 (en) | 2007-12-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US9840851B2 (en) | Building panels and method of forming building panels | |
US10661473B2 (en) | Integral composite shuttering panel and monolithic wall building system | |
EP2189427B1 (en) | Lightweight building structure produced by using a mortar containing aggregates of cement-bonded foamed polystyrene | |
US7493738B2 (en) | Lightweight modular cementitious panel/tile for use in construction | |
US6976345B2 (en) | Cementitious based structural lumber product and externally reinforced lightweight retaining wall system | |
RU2388874C2 (en) | System that contains incombustible reinforced light panels from cementing materials and metal frame intended for fire-prevention wall and other fire-resistant assembly units | |
WO2006073540A3 (en) | Lightweight, fiber-reinforced cementitious panels | |
IL221038A (en) | Building panel, building panel structure and method of forming a building panel structure | |
UA52640C2 (en) | Light structure element and method for construction of biuldings with its application | |
US20050255308A1 (en) | Aerated concrete exterior wallboard sheet and associated method for making | |
EP1867799A2 (en) | A prefabricated panel for the manufacture of floors and roofs | |
US20140208688A1 (en) | Connector for reinforcement within a formwork | |
McMorrough | The Architecture Reference & Specification Book: Everything Architects Need to Know Every Day | |
WO2001033006A1 (en) | Building panel | |
WO2007039887A2 (en) | A method of constructing a roof or floor slab | |
WO1999029980A1 (en) | Floor/ceiling construction method | |
CZ2009113A3 (en) | Composite structural element, especially for building construction | |
AU2016101410A4 (en) | Wall Construction for Framed Building | |
CN107217855A (en) | A kind of ceramsite concrete light-weight structural wall board construction | |
Rufin | Rice Hull Ceiling Board | |
AU2019222877A1 (en) | Improvements relating to sandwich panels | |
WO2011123082A2 (en) | Ready wall for noise and heat insulation | |
GB2249569A (en) | Concrete roofing system | |
Beckh et al. | Loadbearing decks | |
Mishra | EmergingConstruction technology, in Anthropocene epoch, India: The EPSC Panel |
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 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA HR MK YU |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA HR MK RS |
|
AKY | No designation fees paid | ||
REG | Reference to a national code |
Ref country code: DE Ref legal event code: 8566 |
|
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: 20100707 |