ES2376340A1 - Prelosa for forged. (Machine-translation by Google Translate, not legally binding) - Google Patents
Prelosa for forged. (Machine-translation by Google Translate, not legally binding) Download PDFInfo
- Publication number
- ES2376340A1 ES2376340A1 ES201000914A ES201000914A ES2376340A1 ES 2376340 A1 ES2376340 A1 ES 2376340A1 ES 201000914 A ES201000914 A ES 201000914A ES 201000914 A ES201000914 A ES 201000914A ES 2376340 A1 ES2376340 A1 ES 2376340A1
- Authority
- ES
- Spain
- Prior art keywords
- slab
- layer
- slabs
- floor slabs
- base body
- 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.)
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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
-
- 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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Floor Finish (AREA)
Abstract
Description
Prelosa para forjados.Pre-slab for floors.
La presente invención está relacionada con la construcción de los forjados de división entre los espacios de diferentes alturas y de formación de la cubierta superior, en las edificaciones, proponiendo una prelosa que permite construir dichos forjados en unas condiciones y con una realización muy ventajosas.The present invention is related to the construction of the floor slabs between the spaces of different heights and upper deck formation, in the buildings, proposing a pre-slab that allows building said forged in conditions and with a very realization advantageous
Las estructuras de las edificaciones se forman convencionalmente con un armazón de columnas y vigas, sobre el cual se determina la cubierta superior y las divisiones entre los espacios de diferentes alturas, con unas estructuras denominadas forjados.Building structures are formed conventionally with a frame of columns and beams, on which the upper deck and the divisions between the spaces of different heights, with structures called forged
Según una realización habitual, las estructuras de dichos forjados se forman disponiendo una serie de viguetas paralelas de hormigón pretensado, las cuales se apoyan por sus extremos sobre la vigas del armazón estructural de la construcción, incorporándose sobre las viguetas unos elementos denominados bovedillas, que pueden ser cerámicas o de hormigón, determinando con el conjunto de las bovedillas una superficie cerrada, sobre la cual se echa una capa de hormigón, denominada capa de compresión, mediante la cual se unifica el conjunto estructural constituyendo una placa resistente.According to a usual embodiment, the structures of these slabs are formed by arranging a series of joists parallel of prestressed concrete, which are supported by their ends on the beams of the structural framework of the construction, incorporating elements called on the joists vaults, which can be ceramic or concrete, determining with the set of the vaults a closed surface, on which a layer of concrete, called a compression layer, is cast, by which the structural set is unified constituting a sturdy plate
El montaje de esos forjados se realiza totalmente en obra, disponiendo primero las viguetas sobre las vigas del armazón estructural de la edificación y luego las bovedillas sobre las viguetas, lo cual requiere una labor lenta y costosa, teniendo que deambular los operarios montadores por encima de los elementos que van quedando montados, es decir sobre las viguetas y las bovedillas, conllevando esto un grave riesgo de accidentes, ya que las bovedillas son frágiles y pueden romperse al pisar sobre ellas.The assembly of these slabs is done fully under construction, first placing the joists on the beams of the structural framework of the building and then the vaults on the joists, which requires slow and expensive labor, having to roam the assembly workers above the elements that remain mounted, that is to say on the joists and the vaults, leading to a serious risk of accidents, since that the vaults are fragile and can be broken by stepping on they.
Como alternativa se han desarrollado soluciones de construcción de los forjados con losas prefabricadas de hormigón pretensado, las cuales se disponen sucesivamente una al lado de otra, apoyándolas sobre las vigas del armazón estructural de la construcción, con lo cual se reduce el tiempo del montaje de la construcción y se elimina el riesgo de accidentes, ya que no hay que deambular sobre elementos frágiles como son las bovedillas.As an alternative, solutions have been developed construction of the slabs with precast concrete slabs prestressed, which are arranged successively next to another, supporting them on the beams of the structural framework of the construction, which reduces the assembly time of the construction and the risk of accidents is eliminated, since there is no need to wander around fragile elements such as vaults.
Sin embargo, con las losas prefabricadas que se utilizan en las soluciones conocidas de este tipo, surge un problema por la incomodidad de realizar instalaciones de conducciones en su cara inferior ante la imposibilidad de poder rozar el hormigón de la losa prefabricada, y además es necesario complementar los forjados con capas aislantes para cumplir con las exigencias a las que obligan actualmente las normas de la construcción, con lo cual las construcciones siguen siendo lentas y costosas.However, with the prefabricated slabs that used in known solutions of this type, a problem arises for the inconvenience of conducting conduction facilities in your inferior face before the impossibility of being able to touch the concrete of the prefabricated slab, and it is also necessary to complement the slabs with insulating layers to meet the requirements to which currently obey the construction standards, which constructions are still slow and expensive.
De acuerdo con la invención se propone una prelosa destinada para la formación de los forjados en las edificaciones, la cual se ha desarrollado con unas características estructurales que la hacen funcionalmente ventajosa para la construcción de los forjados de aplicación.According to the invention, a pre-slab intended for the formation of the slabs in the buildings, which has been developed with characteristics structural that make it functionally advantageous for the construction of application slabs.
Esta prelosa objeto de la invención consta de un cuerpo base moldeado de hormigón armado y/o pretensado, el cual determina una placa base continua de una dimensión determinada, saliendo de dicha placa en la cara superior unas conformaciones del mismo material constructivo a modo de nervios longitudinales, mientras que sobre la cara inferior incorpora solidariamente unida una capa hormigón aligerado con arcilla expandida.This prelosa object of the invention consists of a molded base body of reinforced and / or prestressed concrete, which determines a continuous base plate of a given dimension, out of said plate in the upper face some conformations of the same constructive material as longitudinal ribs, while on the lower face incorporates jointly united a concrete layer lightened with expanded clay.
Se obtiene de este modo una prelosa de gran resistencia a los esfuerzos perpendiculares sobre ella, de modo que puede disponerse apoyada sobre las vigas del armazón estructural de las edificaciones, para formar, mediante la colocación de sucesivas prelosas consecutivas, una superficie cerrada, sobre la cual pueden disponerse armaduras metálicas entre los nervios de la cara superior de las prelosas, para echar sobre todo el conjunto un cubrimiento de hormigón en funciones de capa de compresión.In this way a large pre-slab is obtained resistance to perpendicular efforts on it, so that it can be placed on the beams of the structural framework of the buildings, to form, by placing successive consecutive pre-slabs, a closed surface, on which they can metal armor be arranged between the nerves of the upper face of the pre-slabs, to cover the whole with a covering of concrete in compression layer functions.
De este modo se pueden construir forjados de una manera sencilla y rápida, sin tener que pisar sobre elementos frágiles con riesgo de accidentes, pero además los forjados se obtienen con una capa de superficie en la cara inferior que confiere cualidades de aislamiento térmico, acústico y contra la propagación de incendios, de forma que mediante la colocación de las prelosas y la formación de la capa de compresión sobre ellas, se obtiene el forjado totalmente terminado, sin tener que realizar posteriormente incorporaciones complementarias de aislamiento.In this way you can build slabs of a simple and fast way, without having to step on elements fragile with risk of accidents, but also the floors are they get with a surface layer on the underside that confers qualities of thermal, acoustic and propagation insulation of fires, so that by placing the pre-slabs and the formation of the compression layer on them, you get the forged completely finished, without having to perform later complementary insulation incorporations.
De igual manera la capa inferior de la prelosa es susceptible de ser rozada y facilitar de este modo la instalación de conducciones eléctricas o de otro tipo, evitando la incomodidad de realizar este tipo de instalaciones directamente sobre el hormigón de la parte superior de la prelosa mucho más duro.Similarly the lower layer of the pre-slab It is likely to be brushed and thus facilitate installation of electrical or other conduits, avoiding discomfort of performing this type of installation directly on the concrete from the top of the pre-slab much harder.
Por todo ello, dicha prelosa objeto de la invención resulta de unas características ciertamente ventajosas, adquiriendo vida propia y carácter preferente para la función de construcción de forjados a la que se halla destinada.Therefore, said prelosa object of the invention results from certainly advantageous features, acquiring own life and preferential character for the function of construction of slabs to which it is intended.
La figura 1 muestra en sección transversal un tramo de un forjado convencional de las construcciones de edificación.Figure 1 shows in cross section a section of a conventional floor of the constructions of edification.
La figura 2 es una vista en sección transversal de una prelosa para la construcción de forjados, según la invención.Figure 2 is a cross-sectional view. of a pre-slab for the construction of floors, according to the invention.
El objeto de la invención se refiere a una prelosa destinada para la formación de los forjados de división entre los espacios de altura y de la cubierta superior, en las edificaciones, con unas características que simplifican ventajosamente la realización constructiva respecto de los forjados convencionales que se forman con viguetas (1) y bovedillas (2) como el ejemplo de la figura 1.The object of the invention relates to a pre-slab intended for the formation of division slabs between the spaces of height and the upper deck, in the buildings, with features that simplify advantageously the constructive realization with respect to the slabs conventional that are formed with joists (1) and vaults (2) as the example in figure 1.
La prelosa preconizada consta, como se observa en la figura 2, de un cuerpo base (3) moldeado de hormigón armado y/o pretensado, con unas conformaciones (4) del mismo material saliendo a modo de nervios longitudinales en la cara superior.The recommended prelosa consists, as it is observed in figure 2, of a base body (3) molded of reinforced concrete and / or prestressed, with conformations (4) of the same material leaving as a way of longitudinal nerves in the upper face.
De este modo se obtiene una prelosa prefabricada en la que las conformaciones (4) confieren una gran resistencia a los esfuerzos perpendiculares, de modo que puede ser colocada en apoyo sobre las vigas del armazón estructural de las edificaciones, para formar una superficie continua mediante sucesivas prelosas consecutivas, sobre la cual pueden disponerse armaduras entre las conformaciones (4) de las prelosas, para determinar sobre el conjunto una capa de compresión mediante un cubrimiento con hormigón.In this way a prefabricated pre-slab is obtained in which the conformations (4) confer great resistance to perpendicular efforts, so that it can be placed in support on the beams of the structural framework of buildings, to form a continuous surface by successive pre-slabs consecutive, on which armor can be arranged between conformations (4) of the pre-slabs, to determine on the set a compression layer by covering with concrete.
Solidariamente unida a la cara inferior del cuerpo base (3), la prelosa incorpora además una capa (5) de hormigón aligerado con un árido ligero, preferentemente arcilla expandida, de manera que no incrementa de un modo considerable el peso de la prelosa, confiriendo sin embargo a la misma cualidades de aislamiento térmico, acústico y contra la transmisión de incendios.Solidarity attached to the underside of the base body (3), the pre-tile also incorporates a layer (5) of lightened concrete with a light aggregate, preferably clay expanded, so that it does not significantly increase the weight of the pre-tile, however conferring the same qualities of thermal, acoustic and against the transmission of fires.
El grosor de dicha capa (5) puede variar en función de las aplicaciones, por ejemplo entre 1 y 10 centímetros, constituyendo sobre la cara inferior del cuerpo base (3) de la prelosa un acabado que es susceptible de ser rozado para realizar cómodamente diferentes instalaciones en el edificio.The thickness of said layer (5) may vary in application function, for example between 1 and 10 centimeters, constituting on the lower face of the base body (3) of the prelosa a finish that is likely to be brushed to perform comfortably different facilities in the building.
Claims (6)
expandida.3. Pre-slab for floor slabs, according to the first claim, characterized in that the light material of the layer (5) is preferably clay
expanded.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES201000914A ES2376340B1 (en) | 2010-07-16 | 2010-07-16 | PRELOUS FOR FORGED. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES201000914A ES2376340B1 (en) | 2010-07-16 | 2010-07-16 | PRELOUS FOR FORGED. |
Publications (2)
Publication Number | Publication Date |
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ES2376340A1 true ES2376340A1 (en) | 2012-03-13 |
ES2376340B1 ES2376340B1 (en) | 2012-11-19 |
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ES201000914A Active ES2376340B1 (en) | 2010-07-16 | 2010-07-16 | PRELOUS FOR FORGED. |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB773192A (en) * | 1953-10-08 | 1957-04-24 | Dick Martin | Beams |
ES251862U (en) * | 1980-07-03 | 1980-11-01 | Juan Jesus | Parts for construction (Machine-translation by Google Translate, not legally binding) |
FR2729411A3 (en) * | 1995-01-13 | 1996-07-19 | Bulte Jacques | Flooring reinforced concrete coffering slab |
ES2239887A1 (en) * | 2003-12-01 | 2005-10-01 | Forjados Orgues, S.L. | Curved part of lightened stern that is formed by means of coupling of two pieces, one base member of median height, obtained indifferently in concrete material, and a supplement, for forged of type of used ones in construction in general |
ES2263320A1 (en) * | 2004-02-04 | 2006-12-01 | Jaime Enrique Jimenez Sanchez | Method for manufacturing concrete ribbed plate insulation for use in inclined covers or plates, by preparing then placing concrete plates of insulating material on prestressed track, then laying steel cables for rib formation |
ES2304114A1 (en) * | 2007-12-18 | 2008-09-01 | Zenet Prefabricados S.L. | Preload prefabricated pretensed concrete with rigidizing nerves and high elements for forged systems with top slab of concrete put into work. (Machine-translation by Google Translate, not legally binding) |
-
2010
- 2010-07-16 ES ES201000914A patent/ES2376340B1/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB773192A (en) * | 1953-10-08 | 1957-04-24 | Dick Martin | Beams |
ES251862U (en) * | 1980-07-03 | 1980-11-01 | Juan Jesus | Parts for construction (Machine-translation by Google Translate, not legally binding) |
FR2729411A3 (en) * | 1995-01-13 | 1996-07-19 | Bulte Jacques | Flooring reinforced concrete coffering slab |
ES2239887A1 (en) * | 2003-12-01 | 2005-10-01 | Forjados Orgues, S.L. | Curved part of lightened stern that is formed by means of coupling of two pieces, one base member of median height, obtained indifferently in concrete material, and a supplement, for forged of type of used ones in construction in general |
ES2263320A1 (en) * | 2004-02-04 | 2006-12-01 | Jaime Enrique Jimenez Sanchez | Method for manufacturing concrete ribbed plate insulation for use in inclined covers or plates, by preparing then placing concrete plates of insulating material on prestressed track, then laying steel cables for rib formation |
ES2304114A1 (en) * | 2007-12-18 | 2008-09-01 | Zenet Prefabricados S.L. | Preload prefabricated pretensed concrete with rigidizing nerves and high elements for forged systems with top slab of concrete put into work. (Machine-translation by Google Translate, not legally binding) |
Non-Patent Citations (1)
Title |
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NUEVA PRELOSA LECA. 07/04/2010. Recuperado de Internet: * |
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Publication number | Publication date |
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ES2376340B1 (en) | 2012-11-19 |
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