ES1059338U - Prefabricated concrete panel (Machine-translation by Google Translate, not legally binding) - Google Patents

Prefabricated concrete panel (Machine-translation by Google Translate, not legally binding)

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Publication number
ES1059338U
ES1059338U ES200500167U ES200500167U ES1059338U ES 1059338 U ES1059338 U ES 1059338U ES 200500167 U ES200500167 U ES 200500167U ES 200500167 U ES200500167 U ES 200500167U ES 1059338 U ES1059338 U ES 1059338U
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ES
Spain
Prior art keywords
panel
concrete panel
reinforcements
width
prefabricated concrete
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
Application number
ES200500167U
Other languages
Spanish (es)
Other versions
ES1059338Y (en
Inventor
Emilio Bascones Soto
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Eshormebe S L
ESHORMEBE SL
Original Assignee
Eshormebe S L
ESHORMEBE SL
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Application filed by Eshormebe S L, ESHORMEBE SL filed Critical Eshormebe S L
Priority to ES200500167U priority Critical patent/ES1059338Y/en
Publication of ES1059338U publication Critical patent/ES1059338U/en
Application granted granted Critical
Publication of ES1059338Y publication Critical patent/ES1059338Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

Prefabricated concrete panel, which are mounted horizontally aligned and are concreted on site together with a layer of compression of the floor, characterized because it has a general configuration in "T", in which the width of the vertical frame that forms the beam structural (2) presents approximately a 1/4 equivalent width of the panel assembly (1), and in its interior comprises: a central strip of expanded polystyrene (3) and along it a series of interdependent "U" reinforcements ( 4), with open wings towards the outside, which inferiorly, in their interior angles, support longitudinal reinforcements (5), which are strategically located at a distance from the exterior that makes this piece reach great resistance to fire. (Machine-translation by Google Translate, not legally binding)

Description

Panel prefabricado de hormigón.Precast concrete panel.

Objeto de la invenciónObject of the invention

La presente invención, como su propio título indica, se refiere a un panel prefabricado en hormigón especialmente diseñado para salvar grandes luces y soportar cargas elevadas, al tiempo que presenta una óptima resistencia al fuego en todos los puntos del forjado, incluso en los arranques y finalizaciones del mismo donde habitualmente otros paneles ofrecen importantes deficiencias.The present invention, as its own title indicates, refers to a precast concrete panel specially designed to save big lights and withstand loads high, while presenting optimal fire resistance in all points of the floor, even at the start and endings of it where usually other panels offer important deficiencies

Los panel prefabricados de hormigón objeto de esta invención se montan alineados horizontalmente y se hormigonan en obra conjuntamente con una capa de compresión del forjado, que se soporta por las vigas definidas por los propios paneles.Precast concrete panels subject to this invention is mounted horizontally aligned and concreted on site together with a compression layer of the floor, which It is supported by the beams defined by the panels themselves.

Este panel se encuadra tanto en el campo de la ingeniería civil, como en el de la edificación, en cualquiera que por sus especiales características demanden el uso de una pieza con estas propiedades.This panel fits both in the field of civil engineering, as in building, in anyone who due to their special characteristics they demand the use of a piece with these properties.

Antecedentes de la invenciónBackground of the invention

En los paneles prefabricados actuales, para mejorar la resistencia al fuego se concatenan varios elementos resistentes, que al sumar sus propiedades proporcionaban una resistencia al fuego acorde a normativa vigente; no obstante, esta solución plantea deficiencias en el arranque y en la finalización de los paños de forjado, ya que en estas zonas solamente se dispone una pieza, con lo que la resistencia al fuego queda debilitada en esas zonas.In the current prefabricated panels, for improve fire resistance concatenate several elements resistant, which by adding their properties provided a fire resistance according to current regulations; however, this solution poses deficiencies in startup and completion of wrought cloths, since in these areas only available one piece, so that fire resistance is weakened in those areas

El documento ES-2117499 se refiere a un panel prefabricado para forjados de vigas planas, que se hormigonan en obra conjuntamente con una capa de compresión de forjados, que presenta una configuración en "pi" en el que las alas extremas presentan aproximadamente un ancho mitad que el ala intermedia existente entre las dos vigas portantes.Document ES-2117499 is refers to a prefabricated panel for flat beam slabs, which they are concreted on site together with a compression layer of forged, which presents a configuration in "pi" in which the extreme wings have approximately half a width than the wing intermediate between the two supporting beams.

El documento ES-2145659 describe también un panel prefabricado para forjados de vigas planas, en este caso provisto de una configuración en "U" invertida, con sendas vigas laterales de paredes exteriores rectas, que al quedar adosadas en el montaje, mejorarían la resistencia al fuego.Document ES-2145659 describes also a prefabricated panel for slabs of flat beams, in this case provided with an inverted "U" configuration, with side beams of straight exterior walls, which when left attached to the assembly, they would improve fire resistance.

El documento U256083 describe un panel que se utiliza como cerramiento de edificios que comprende un relleno interior aislante de poliestireno expandido.Document U256083 describes a panel that is used as a building enclosure comprising a landfill insulated interior made of expanded polystyrene.

Descripción de la invenciónDescription of the invention

Este panel presenta una configuración general en "T", en la que la anchura de la trama vertical que forma la viga estructural presenta aproximadamente un ancho equivalente ¼ del conjunto del panel, lo que le proporciona unas características resistentes capaces de soportar cargas elevadas llegando hasta los 8 metros de luz. Esta viga central comprende en su interior: un banda central de poliestireno expandido y a lo largo del mismo una serie de armaduras en "U" interdistanciadas, de alas abiertas hacia fuera, que inferiormente, en sus ángulos interiores, soportan sendas armaduras longitudinales, las cuales quedan posicionadas dentro del hormigón estratégicamente a una gran distancia del exterior, que hace que esta pieza alcance gran resistencia al fuego.This panel presents a general configuration in "T", in which the width of the vertical frame that forms the structural beam has approximately an equivalent width ¼ of the panel assembly, which provides some features resistant capable of withstanding high loads reaching the 8 meters of light. This central beam comprises inside: a central band of expanded polystyrene and along it a interdistanced, open-wing "U" armor series outwards, which inferiorly, in their interior angles, support longitudinal reinforcement paths, which are positioned within the concrete strategically at a great distance from the exterior, which makes this piece reach great resistance to fire.

Las armaduras en "U" que se colocan a lo largo del nervio o viga central para soportar las armaduras longitudinales inferiores se apoyan en una malla electrosoldada situada horizontalmente, que queda embebida en la parte horizontal del panel armando el hormigón en esta zona.U-shaped armor that is placed at length of the nerve or central beam to support the armor Lower longitudinals rest on an electro-welded mesh placed horizontally, which is embedded in the horizontal part of the panel assembling the concrete in this area.

Descripción de las figurasDescription of the figures

Para complementar la descripción que se está realizando y con objeto de facilitar la comprensión de las características de la invención, se acompaña a la presente memoria descriptiva un juego de dibujos en los que, con carácter ilustrativo y no limitativo, se ha representado lo siguiente:To complement the description that is being performing and in order to facilitate the understanding of characteristics of the invention, is attached herein descriptive a set of drawings in which, with character Illustrative and not limiting, the following has been represented:

La figura 1 muestra una vista en sección vertical del panel objeto de esta invención.Figure 1 shows a sectional view vertical of the panel object of this invention.

La figura 2 muestra una vista en alzado de un forjado formado con varios paneles de este tipo adosados lateralmente.Figure 2 shows an elevation view of a Forged formed with several terraced panels of this type sideways.

Realización preferente de la invenciónPreferred Embodiment of the Invention

Como se puede observar en las figuras referenciadas los paneles prefabricados de hormigón (1), objeto de esta invención, se montan alineados horizontalmente y se hormigonan en obra conjuntamente con una capa de compresión del forjado. En las cabezas, entre dos paneles consecutivos longitudinalmente se forma una viga intermedia que se hormigona en obra conjuntamente con el forjado, formando el conjunto una sucesión de vigas longitudinales (las que define el propio panel) y transversales (formadas en obra) que resisten eficazmente el peso de la estructura y el depositado sobre ella.As can be seen in the figures referenced precast concrete panels (1), object of this invention is mounted horizontally aligned and concreted on site together with a compression layer of the floor. In the heads, between two consecutive panels longitudinally forms an intermediate beam that is concreted in joint work with the slab, the set forming a succession of beams longitudinal (those defined by the panel itself) and transversal (trained on site) that effectively resist the weight of the structure and deposited on it.

Cada uno de estos paneles (1) presenta una configuración general en "T", en la que la anchura de la trama vertical que forma la viga estructural (2) presenta aproximadamente un ancho equivalente ¼ del conjunto del panel (1). Para aligerar el panel, en su interior se sitúa longitudinalmente un banda central de poliestireno expandido (3), que presenta una configuración equivalente, preferentemente trapezoidal o rectangular.Each of these panels (1) presents a general "T" configuration, in which the width of the frame vertical that forms the structural beam (2) presents approximately an equivalent width ¼ of the panel assembly (1). To lighten the panel, a band is placed longitudinally inside expanded polystyrene core (3), which has a equivalent configuration, preferably trapezoidal or rectangular.

A lo largo del panel, en la trama vertical que forma la viga estructural (2), se observan una serie de armaduras en "U" interdistanciadas (4), de alas abiertas hacia fuera, que inferiormente, en sus ángulos interiores, soportan sendas armaduras longitudinales (5), que se sitúan estratégicamente a una distancia del exterior que hace que esta pieza alcance gran resistencia al fuego.Along the panel, in the vertical frame that form the structural beam (2), a series of reinforcements are observed in "U" interdistanciadas (4), with wings spread out, that inferiorly, in their interior angles, support paths longitudinal reinforcements (5), which are strategically placed at a distance from the outside that makes this piece reach great Fire resistance.

Tal y como se aprecia en las figuras, las armaduras en "U" (4), que se colocan a lo largo del nervio o viga central (2), se apoyan en una malla electrosoldada (6), que se sitúa horizontalmente y queda embebida en la zona horizontal del panel (1), armando esta zona.As can be seen in the figures, the "U" trusses (4), which are placed along the nerve or central beam (2), rest on an electro-welded mesh (6), which horizontally and is embedded in the horizontal zone of the panel (1), assembling this area.

Una vez descrita suficientemente la naturaleza de la invención, así como un ejemplo de realización preferente, se hace constar a los efectos oportunos que los materiales, forma, tamaño y disposición de los elementos descritos podrán ser modificados, siempre y cuando ello no suponga una alteración de las características esenciales de la invención que se reivindican a continuación:Once nature is sufficiently described of the invention, as well as a preferred embodiment, for the appropriate purposes that the materials, form, size and arrangement of the elements described may be modified, as long as this does not involve an alteration of the essential features of the invention claimed in continuation:

Claims (2)

1. Panel prefabricado de hormigón, que se montan alineados horizontalmente y se hormigonan en obra conjuntamente con una capa de compresión del forjado, caracterizado porque presenta una configuración general en "T", en la que la anchura de la trama vertical que forma la viga estructural (2) presenta aproximadamente un ancho equivalente ¼ del conjunto del panel (1), y en su interior comprende: un banda central de poliestireno expandido (3) y a lo largo del mismo una serie de armaduras en "U" interdistanciadas (4), de alas abiertas hacia fuera, que inferiormente, en sus ángulos interiores, soportan sendas armaduras longitudinales (5), que se sitúan estratégicamente a una distancia del exterior que hace que esta pieza alcance gran resistencia al
fuego.
1. Precast concrete panel, which are mounted horizontally aligned and concreted on site together with a compression layer of the slab, characterized in that it has a general "T" configuration, in which the width of the vertical frame that forms the beam Structural (2) has approximately ¼ equivalent width of the panel assembly (1), and inside it comprises: a central band of expanded polystyrene (3) and along it a series of interdistanced "U" reinforcements (4) , with wings open outwards, which inferiorly, in their interior angles, support longitudinal reinforcement paths (5), which are strategically located at a distance from the outside that makes this piece reach great resistance to
fire.
2. Panel prefabricado de hormigón, según la reivindicación anterior, caracterizado porque las armaduras en "U" (4), que se colocan a lo largo del nervio o viga central (2) se apoyan en una malla electrosoldada (6), que se sitúa horizontalmente y queda embebida en la zona horizontal del panel (1).2. Prefabricated concrete panel according to the preceding claim, characterized in that the "U" reinforcements (4), which are placed along the rib or central beam (2) are supported by an electro-welded mesh (6), which are placed horizontally and is embedded in the horizontal area of the panel (1).
ES200500167U 2005-01-26 2005-01-26 PREFABRICATED CONCRETE PANEL Expired - Fee Related ES1059338Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ES200500167U ES1059338Y (en) 2005-01-26 2005-01-26 PREFABRICATED CONCRETE PANEL

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES200500167U ES1059338Y (en) 2005-01-26 2005-01-26 PREFABRICATED CONCRETE PANEL

Publications (2)

Publication Number Publication Date
ES1059338U true ES1059338U (en) 2005-04-01
ES1059338Y ES1059338Y (en) 2005-07-16

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Family Applications (1)

Application Number Title Priority Date Filing Date
ES200500167U Expired - Fee Related ES1059338Y (en) 2005-01-26 2005-01-26 PREFABRICATED CONCRETE PANEL

Country Status (1)

Country Link
ES (1) ES1059338Y (en)

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Publication number Publication date
ES1059338Y (en) 2005-07-16

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