ES2324251A1 - Mixed forged polystyrene and concrete. (Machine-translation by Google Translate, not legally binding) - Google Patents
Mixed forged polystyrene and concrete. (Machine-translation by Google Translate, not legally binding) Download PDFInfo
- Publication number
- ES2324251A1 ES2324251A1 ES200602210A ES200602210A ES2324251A1 ES 2324251 A1 ES2324251 A1 ES 2324251A1 ES 200602210 A ES200602210 A ES 200602210A ES 200602210 A ES200602210 A ES 200602210A ES 2324251 A1 ES2324251 A1 ES 2324251A1
- Authority
- ES
- Spain
- Prior art keywords
- polystyrene
- concrete
- vaults
- mixed
- semi
- 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.)
- Granted
Links
- 239000004793 Polystyrene Substances 0.000 title claims abstract description 26
- 229920002223 polystyrene Polymers 0.000 title claims abstract description 26
- 238000005192 partition Methods 0.000 claims abstract description 14
- 238000005242 forging Methods 0.000 claims abstract description 11
- 239000007787 solid Substances 0.000 claims abstract description 8
- 239000005557 antagonist Substances 0.000 claims description 5
- 239000011248 coating agent Substances 0.000 claims description 4
- 238000000576 coating method Methods 0.000 claims description 4
- 230000006835 compression Effects 0.000 claims description 4
- 238000007906 compression Methods 0.000 claims description 4
- 238000000926 separation method Methods 0.000 claims description 4
- 230000003042 antagnostic effect Effects 0.000 claims description 2
- 238000005452 bending Methods 0.000 abstract description 3
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 239000004794 expanded polystyrene Substances 0.000 description 2
- 230000002457 bidirectional effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
Classifications
-
- 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
- E04B5/06—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement with beams placed against one another optionally with pointing-mortar
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
Description
Forjado mixto de poliestireno y hormigón.Mixed forging of polystyrene and concrete.
La presente invención tiene por objeto un forjado mixto de poliestireno y hormigón en base a casetones o bovedillas macizos de poliestireno a los que en posición invertida se les aplica una soleta de hormigón, con lo que al producto una vez instalado en obra se le puede aplicar directamente la capa de enlucido sin riesgo de fisuras.The present invention aims at a mixed forging of polystyrene and concrete based on cassettes or solid polystyrene vaults to those in an inverted position a concrete slab is applied, which gives the product a Once installed on site you can directly apply the layer of plastered without risk of cracks.
Los casetones o bovedillas se pueden conformar a partir de semicasetones y semibovedillas aligerados respectivamente, que presentan una alta resistencia a la flexión debido a un tabique central de mayor espesor existente en los mismos.The cases or vaults can conform to from lightened half-shells and semi-vaults respectively, which have high flexural strength due to a thicker central partition existing in the same.
Además, debido a la especial configuración de los casetones y bovedillas, ya sean macizos o aligerados, se pueden dividir en dos según una dirección perpendicular a la superficie de unión de las dos semibovedillas o los dos semicasetones aligerados, siendo de gran utilidad en obra debido al elevado número de semielementos que se utilizan.In addition, due to the special configuration of the cases and vaults, whether solid or lightened, can be divide in two according to a direction perpendicular to the surface of union of the two semi-vaults or the two lightened half-sets, being very useful on site due to the high number of semi-elements that are used.
Son sobradamente conocidos en el estado de la técnica las bovedillas o los casetones de poliestireno expandido que se emplean para conformar forjados unidireccionales o bidireccionales respectivamente.They are well known in the state of technique the vaults or the cases of expanded polystyrene which are used to form unidirectional slabs or bidirectional respectively.
Sin embargo, en los forjados anteriores es frecuente la aparición de fisuras debido al diferente coeficiente de dilatación con el del hormigón que va situado entre las bovedillas o casetones.However, in the previous slabs it is frequent the appearance of fissures due to the different coefficient of expansion with that of the concrete that is located between the vaults or casetones.
Por otra parte, en los anteriores forjados los elementos suspendidos pesados solamente pueden ser fijados directamente a la estructura, además de que el forjado así conformado presenta un pobre aislamiento acústico.On the other hand, in the previous ones forged the heavy suspended elements can only be fixed directly to the structure, in addition to the floor as well shaped presents a poor sound insulation.
También son conocidos los forjados construidos a base de cubetas recuperables que son adecuados para techos de garajes o edificios industriales que no necesitan pintura o recubrimiento posterior.Also forged are built to base of recoverable cuvettes that are suitable for roofs of garages or industrial buildings that do not need paint or back cover.
En estos sistemas, al no poder aplicar el enlucido directamente, es necesario colocar un falso techo con los consiguientes costes asociados a esta colocación.In these systems, unable to apply the plastered directly, it is necessary to place a false ceiling with the consequent costs associated with this placement.
Todos los inconvenientes anteriores quedan superados mediante la invención que ahora se procede a describir debido a la presencia de un forjado que lleva incorporado una soleta de hormigón antes de su instalación en obra que permite aplicar directamente un enlucido y donde el fijado de cargas se puede hacer en cualquier parte del forjado.All the above problems remain overcome by the invention that is now described due to the presence of a floor that incorporates a concrete slab before installation on site that allows apply a plaster directly and where the load setting is It can be done anywhere on the floor.
La presente invención se refiere a un forjado mixto de poliestireno y hormigón formado a partir de casetones o bovedillas que se colocan en posición invertida para aplicarles una soleta de hormigón, de manera que al fraguar el hormigón, la soleta queda firmemente anclada al casetón o bovedilla de poliestireno expandido.The present invention relates to a floor mixed polystyrene and concrete formed from casetones or vaults that are placed in an inverted position to apply a concrete slab, so that when setting the concrete, the slab is firmly anchored to the polystyrene vault or vault expanded.
Los casetones o bovedillas pueden ser macizos o se pueden formar a partir de semicasetones o semibovedillas aligerados obtenidos en un molde, donde estos, tras el desmoldeo son enfrentados entre sí dando lugar a casetones o bovedillas completos.The cases or vaults can be solid or they can be formed from semi-sets or semi-vaults lightened obtained in a mold, where these, after the demoulding they are faced with each other giving rise to casetones or vaults complete.
El ensamblaje de ambos semicasetones o semibovedillas se realiza mediante el guiado que proporcionan unos tetones existentes en cada uno de los semicasetones o de las semibovedillas que se insertan en unos orificios antagonistas del semicasetón o semibovedilla opuestos.The assembly of both half-sets or Semi-vaults are made through the guidance provided by some existing lugs in each of the half-sets or of the semi-vaults that are inserted into antagonistic holes of the Semi-seton or half-vase opposite.
Tanto en los casetones o bovedillas macizos, como en los casetones o bovedillas aligerados, donde el tabique central presenta un mayor espesor que aumenta la resistencia a la flexión, el casetón o bovedilla se anclan mediante un canal existente en su parte superior a la capa de compresión del forjado.Both in the casetones or solid vaults, as in lighter cases or vaults, where the partition central has a greater thickness that increases resistance to bending, the cassette or vault are anchored by a channel existing at the top of the compression layer of the wrought.
Así mismo, los casetones o bovedillas macizos, y los casetones o bovedillas aligerados se pueden dividir en dos siendo de gran utilidad en obra debido al elevado número de semielementos que se utilizanLikewise, the solid cases or vaults, and the lighted cases or vaults can be divided into two being very useful on site due to the high number of semi-elements that are used
En los casetones o bovedillas aligerados el
tabique central de mayor espesor permite dividir en dos la
bovedilla o el casetón según una dirección perpendicular a la
superficie de unión de las dos semibovedillas o los dos
semi-
casetones.In lightened cases or vaults, the thicker central partition allows the vault or the case to be divided in two according to a direction perpendicular to the junction surface of the two semi-vaults or the two semi-
casetones
Así mismo, el casetón o la bovedilla pueden presentar huecos y resaltes que sirven de asideros para su transporte.Likewise, the caseton or vault can present holes and projections that serve as handles for your transport.
La zona del casetón o de la bovedilla que está en contacto con la soleta de hormigón puede presentar un rehundido que proporciona la separación mínima para garantizar el recubrimiento de las barras de ferralla que se colocan en esa zona entre los casetones o las bovedillas, con lo que el ahorro de hormigón vertido en la parte superior del forjado es considerable además de la disminución del peso propio del mismo.The area of the box or the vault that is in contact with the concrete slab may have a recess which provides the minimum separation to guarantee the coating of the ferralla bars that are placed in that area between the cases or vaults, thus saving concrete poured on the top of the floor is considerable in addition to the decrease of the own weight of the same.
Así mismo, este rehundido permite el apoyo de los casetones o las bovedillas en las vigas del forjado.Likewise, this sunken allows the support of the boxes or vaults on the beams of the floor.
Las bovedillas presentan salientes y orificios antagonistas en sus extremos para realizar el ensamblaje en obra y conformar el forjado unidireccional.The vaults have protrusions and holes antagonists at their ends to perform assembly on site and conform the unidirectional floor.
Se complementa la presente memoria descriptiva, con un juego de planos, ilustrativos del ejemplo preferente y nunca limitativo de la invención.This descriptive report is complemented, with a set of drawings, illustrative of the preferred example and never limiting the invention.
La Figura 1 muestra una sección de una realización de la invención con el rehundido presente en la zona del casetón o de la bovedilla aligerados en contacto con la soleta de hormigón.Figure 1 shows a section of a embodiment of the invention with the recess present in the area of the cassette or vault lightened in contact with the soleta of concrete.
La Figura 2 muestra una vista en perspectiva de dos semicasetones antes de realizar el acoplamiento situados en posición invertida a la posición de colocación en obra.Figure 2 shows a perspective view of two half-sets before coupling, located in inverted position to the work placement position.
La Figura 3 muestra una vista en perspectiva del casetón conformado a partir de los dos semicasetones de la Figura 2 que muestra ya la soleta de hormigón en posición de colocación en obra.Figure 3 shows a perspective view of the caseton formed from the two half-sets of the Figure 2 already showing the concrete slab in position of placement in work.
La Figura 4 muestra una sección de la Figura 3 donde se observa el acoplamiento entre la soleta y el casetón.Figure 4 shows a section of Figure 3 where the coupling between the soleta and the cassette is observed.
La Figura 5 muestra la mitad del casetón de la Figura 3 dividido por el tabique central de mayor espesor.Figure 5 shows half of the cassette of the Figure 3 divided by the thickest central partition.
La Figura 6 muestra una vista en perspectiva de dos semibovedillas antes de realizar el acoplamiento situadas en posición invertida a la posición de colocación en obra.Figure 6 shows a perspective view of two semi-vaults before making the coupling located in inverted position to the work placement position.
La Figura 7 muestra una vista en perspectiva de la bovedilla conformada a partir de las dos semibovedillas de la Figura 6 que muestra ya la soleta de hormigón en posición de colocación en obra.Figure 7 shows a perspective view of the vault formed from the two semi-vaults of the Figure 6 already shows the concrete slab in position of work placement.
La Figura 8 muestra una vista en perspectiva de un casetón conformado que presenta unos huecos que sirven de asideros para su transporte.Figure 8 shows a perspective view of a shaped case that has holes that serve as handles for transport.
La Figura 9 muestra una bovedilla y un casetón macizos.Figure 9 shows a vault and a caseton massive.
A la vista de lo anteriormente enunciado, la presente invención se refiere a un forjado mixto de poliestireno y hormigón formado a partir de casetones (1) o bovedillas (2) que se colocan en posición invertida para aplicarles una soleta (3) de hormigón, de manera que al fraguar el hormigón, la soleta (3) queda firmemente anclada al casetón (1) o bovedilla (2) de poliestireno expandido.In view of the foregoing, the The present invention relates to a mixed polystyrene floor and concrete formed from cases (1) or vaults (2) that are placed in an inverted position to apply a sole (3) of concrete, so that when setting the concrete, the soleta (3) remains firmly anchored to the cassette (1) or polystyrene vault (2) expanded.
La parte inferior de los casetones (1) o bovedillas (2) presenta unos canales (1.1.4, 2.1.4, 1.2, 2.2) inferiores en forma de cola de milano, de manera que cuando el casetón (1) o bovedilla (2) se coloca en posición invertida y se le vierte una soleta (3) de hormigón, al fraguar, ésta (3) queda firmemente anclada al casetón (1) o bovedilla (2) de poliestireno expandido.The bottom of the boxes (1) or vaults (2) have channels (1.1.4, 2.1.4, 1.2, 2.2) bottoms in the shape of a dovetail, so that when the box (1) or vault (2) is placed in an inverted position and pour a soleta (3) of concrete, to set, this (3) is firmly anchored to the cassette (1) or polystyrene vault (2) expanded.
El casetón (1) o bovedilla (2) se ancla mediante un canal (1.1.5, 2.1.5, 1.3, 2.3) superior en forma de cola de milano a una capa (4) de compresión del forjado.The case (1) or vault (2) is anchored by a top channel (1.1.5, 2.1.5, 1.3, 2.3) in the form of a tail dove to a layer (4) of slab compression.
La zona del casetón (1) o bovedilla (2) que está en contacto con la soleta (3) de hormigón presenta un rehundido (1.1.6, 2.1.6, 2.4) que proporciona la separación mínima que garantiza el recubrimiento de las barras (5) de ferralla que se colocan en esa zona entre los casetones (1) o bovedilla (2) y permite su apoyo en las vigas del forjado.The area of the box (1) or vault (2) that is in contact with the concrete slab (3) presents a recess (1.1.6, 2.1.6, 2.4) that provides the minimum separation that guarantees the coating of the ferralla bars (5) that are placed in that area between the cases (1) or vault (2) and allows its support in the beams of the floor.
\vskip1.000000\baselineskip\ vskip1.000000 \ baselineskip
En este primer ejemplo de realización preferente, mostrado en las Figuras 2, 3, 4 y 5, los casetones (1) se conforman a partir de semicasetones (1.1) aligerados que presentan unos tetones (1.1.2) que se insertan durante el ensamblaje en unos orificios (1.1.3) antagonistas del semicasetón (1.1) aligerado opuesto.In this first embodiment preferred, shown in Figures 2, 3, 4 and 5, the cassettes (1) are made up of lightened semi-sets (1.1) that they have some lugs (1.1.2) that are inserted during the assembly in holes (1.1.3) semicaseton antagonists (1.1) lightened opposite.
Los semicasetones (1.1) aligerados de poliestireno expandido presentan una alta resistencia a la flexión debido a un tabique (1.1.1) central de mayor espesor existente en el casetón (1).The lightened semicasetons (1.1) of expanded polystyrene have a high resistance to bending due to a central wall (1.1.1) of greater thickness existing in the caseton (1).
Este tabique (1.1.1) central de espesor doble permite dividir en dos el casetón según una dirección perpendicular a la superficie de unión de los dos semicasetones (1.1).This partition (1.1.1) central double thickness allows the caseton to be divided in two according to a perpendicular direction to the junction surface of the two half-sets (1.1).
En este segundo ejemplo de realización preferente, mostrado en las Figuras 6 y 7, las semibovedillas (2.1) presentan unos tetones (2.1.2) que se insertan durante el ensamblaje en unos orificios (2.1.3) antagonistas de la semibovedilla (2.1) opuesta.In this second embodiment preferred, shown in Figures 6 and 7, the semi-vaults (2.1) they have some lugs (2.1.2) that are inserted during the assembly in holes (2.1.3) antagonists of the half vault (2.1) opposite.
Las semibovedillas (2.1) presentan un tabique (2.1.1) central que presenta un espesor doble que el resto de tabiques con lo que se consigue una alta resistencia a la flexión.The semi-vaults (2.1) have a partition (2.1.1) central that has a double thickness than the rest of partitions with which a high resistance to the flexion.
Este tabique (2.1.1) central de espesor doble permite dividir en dos la bovedilla (2) según una dirección perpendicular a la superficie de unión de las dos semibovedillas (2.1).This partition (2.1.1) central double thickness allows to divide the vault (2) in two according to one direction perpendicular to the junction surface of the two semi-vaults (2.1).
La bovedilla (2) presenta unos huecos (2.1.7) que sirven de asideros para su transporte, además de unos salientes (2.1.8) y orificios (2.1.9) antagonistas en sus extremos para realizar el ensamblaje en obra y conformar el forjado unidireccional.The vault (2) has holes (2.1.7) that serve as handles for transport, in addition to some protrusions (2.1.8) and holes (2.1.9) antagonists at their ends to carry out the assembly on site and form the floor unidirectional
\vskip1.000000\baselineskip\ vskip1.000000 \ baselineskip
En este ejemplo de realización preferente, mostrado en la Figura 8, el forjado está conformado de igual manera que en el primer ejemplo preferente, pero los semicasetones (1.1) presentan unos huecos (1.1.7) que sirven de asideros para su transporte ya que los semicasetones (1.1) no presentan el rehundido (1.1.6) que permitía el agarre.In this preferred embodiment example, shown in Figure 8, the floor is similarly shaped than in the first preferred example, but the half-sets (1.1) they have holes (1.1.7) that serve as handles for their transport since the half-sets (1.1) do not show the recess (1.1.6) that allowed the grip.
\vskip1.000000\baselineskip\ vskip1.000000 \ baselineskip
En este ejemplo de realización preferente, (no mostrado en las Figuras), el forjado está conformado de igual manera que en el segundo ejemplo preferente, donde el rehundido (2.1.6) de las bovedillas (2) proporciona la separación mínima que garantiza el recubrimiento de las barras (5) de ferralla que se colocan en esa zona entre las bovedillas (2).In this preferred embodiment, (no shown in the Figures), the floor is shaped equally so in the second preferred example, where the recessed (2.1.6) of the vaults (2) provides the minimum separation that guarantees the coating of the ferralla bars (5) that are placed in that area between the vaults (2).
\vskip1.000000\baselineskip\ vskip1.000000 \ baselineskip
En este ejemplo de realización preferente (no mostrado en las Figuras), el forjado está conformado de igual manera que en el segundo ejemplo preferente, pero las semibovedillas (2) no presentan el rehundido (2.1.6).In this preferred embodiment example (no shown in the Figures), the floor is shaped equally so in the second preferred example, but the Semi-vaults (2) do not present the recess (2.1.6).
\vskip1.000000\baselineskip\ vskip1.000000 \ baselineskip
En este ejemplo de realización preferente mostrado en la Figura 9, el forjado se conforma mediante casetones (1) y bovedillas (2) macizos, que pueden presentar unos huecos (1.4) para su transporte.In this preferred embodiment shown in Figure 9, the floor is formed by casetones (1) and solid vaults (2), which may have holes (1.4) for transport
No alteran la esencialidad de esta invención variaciones en materiales, forma, tamaño y disposición de los elementos componentes, descritos de manera no limitativa, bastando ésta para proceder a su reproducción por un experto.They do not alter the essentiality of this invention variations in materials, shape, size and arrangement of component elements, described in a non-limiting manner, sufficient this one to proceed to its reproduction by an expert.
Claims (14)
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200602210A ES2324251B1 (en) | 2006-08-17 | 2006-08-17 | MIXED FORGING OF POLYSTYRENE AND CONCRETE. |
| PT103809A PT103809B (en) | 2006-08-17 | 2007-08-16 | MIXED POLYSTYRENE AND CONCRETE PLATFORM |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES200602210A ES2324251B1 (en) | 2006-08-17 | 2006-08-17 | MIXED FORGING OF POLYSTYRENE AND CONCRETE. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| ES2324251A1 true ES2324251A1 (en) | 2009-08-03 |
| ES2324251B1 ES2324251B1 (en) | 2010-05-14 |
Family
ID=40551181
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES200602210A Expired - Fee Related ES2324251B1 (en) | 2006-08-17 | 2006-08-17 | MIXED FORGING OF POLYSTYRENE AND CONCRETE. |
Country Status (2)
| Country | Link |
|---|---|
| ES (1) | ES2324251B1 (en) |
| PT (1) | PT103809B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2331035A1 (en) * | 2007-05-16 | 2009-12-18 | Gestedi Sur, S.L. | Forged with protection for the casetons of its lighted parts. (Machine-translation by Google Translate, not legally binding) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2351283B1 (en) * | 2009-02-16 | 2011-10-31 | Carlos Torres Del Rosario | LIGHT CASETONES WITH INSERTED CERAMIC FLOORS. |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB560822A (en) * | 1942-08-14 | 1944-04-21 | Paul William Abeles | Floor of prefabricated joists |
| FR2160729A1 (en) * | 1971-11-24 | 1973-07-06 | Bechade Alain | |
| FR2482170A1 (en) * | 1980-05-06 | 1981-11-13 | Agglomeres Sa Ste Noyalaise | Applying cast fibrous-cement layer to profiled foam ceiling panel - to produce self-supporting fire-resistant panels to suit flanged rafters |
| FR2488303A1 (en) * | 1980-08-07 | 1982-02-12 | Nord Comptoir Tuilier | Insulating floor with self supporting base - has insulation forming lost shutter for cast concrete floor beams |
| BE898617A (en) * | 1984-01-05 | 1984-05-02 | Sloovere P V B A De | Load-bearing concrete floor element - has ribs on underside with e.g dovetail section to hold layer of insulating material |
| FR2593844A1 (en) * | 1986-01-31 | 1987-08-07 | Bulte Jacques | Insulating interjoist elements and corresponding floors |
| FR2623227A1 (en) * | 1987-11-18 | 1989-05-19 | Novembal Sa | Combined joist space filler and ceiling slab |
| ES2160508A1 (en) * | 1999-08-27 | 2001-11-01 | Laguna Jose Puertas | One-way semi-prefabricated slab with ribs and lightening elements, designed for the construction of floors and coverings and their manufacturing procedure. |
-
2006
- 2006-08-17 ES ES200602210A patent/ES2324251B1/en not_active Expired - Fee Related
-
2007
- 2007-08-16 PT PT103809A patent/PT103809B/en not_active IP Right Cessation
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB560822A (en) * | 1942-08-14 | 1944-04-21 | Paul William Abeles | Floor of prefabricated joists |
| FR2160729A1 (en) * | 1971-11-24 | 1973-07-06 | Bechade Alain | |
| FR2482170A1 (en) * | 1980-05-06 | 1981-11-13 | Agglomeres Sa Ste Noyalaise | Applying cast fibrous-cement layer to profiled foam ceiling panel - to produce self-supporting fire-resistant panels to suit flanged rafters |
| FR2488303A1 (en) * | 1980-08-07 | 1982-02-12 | Nord Comptoir Tuilier | Insulating floor with self supporting base - has insulation forming lost shutter for cast concrete floor beams |
| BE898617A (en) * | 1984-01-05 | 1984-05-02 | Sloovere P V B A De | Load-bearing concrete floor element - has ribs on underside with e.g dovetail section to hold layer of insulating material |
| FR2593844A1 (en) * | 1986-01-31 | 1987-08-07 | Bulte Jacques | Insulating interjoist elements and corresponding floors |
| FR2623227A1 (en) * | 1987-11-18 | 1989-05-19 | Novembal Sa | Combined joist space filler and ceiling slab |
| ES2160508A1 (en) * | 1999-08-27 | 2001-11-01 | Laguna Jose Puertas | One-way semi-prefabricated slab with ribs and lightening elements, designed for the construction of floors and coverings and their manufacturing procedure. |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2331035A1 (en) * | 2007-05-16 | 2009-12-18 | Gestedi Sur, S.L. | Forged with protection for the casetons of its lighted parts. (Machine-translation by Google Translate, not legally binding) |
Also Published As
| Publication number | Publication date |
|---|---|
| ES2324251B1 (en) | 2010-05-14 |
| PT103809B (en) | 2008-08-12 |
| PT103809A (en) | 2008-02-18 |
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