AR074784A4 - PREFABRICATED PANEL WITH SIDE VIEW TYPE FOR WALL CONSTRUCTION, WITH ANCHORAGE AND MANUFACTURING PROCESS - Google Patents

PREFABRICATED PANEL WITH SIDE VIEW TYPE FOR WALL CONSTRUCTION, WITH ANCHORAGE AND MANUFACTURING PROCESS

Info

Publication number
AR074784A4
AR074784A4 ARM090104957U AR074784A4 AR 074784 A4 AR074784 A4 AR 074784A4 AR M090104957 U ARM090104957 U AR M090104957U AR 074784 A4 AR074784 A4 AR 074784A4
Authority
AR
Argentina
Prior art keywords
anchoring means
panel
internal
prefabricated panel
internal anchoring
Prior art date
Application number
Other languages
Spanish (es)
Original Assignee
Cupa Materiales Sa
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Cupa Materiales Sa filed Critical Cupa Materiales Sa
Priority to ARM090104957 priority Critical patent/AR074784A4/en
Publication of AR074784A4 publication Critical patent/AR074784A4/en

Links

Abstract

Se presenta un panel prefabricado para la construcción de muros, que ofrece una capa de base y otra de piedra natural que define la cara vista. La capa que constituye la cara vista del panel presenta una pluralidad de tacos o lajas sobre la capa base, adosadas unas a otras ocupando prácticamente todo el contorno del molde, con el formato deseado de los paneles y quedando relleno el interior ajustadamente con dichos tacos o lajas. En el proceso de fabricación ha sido incorporado un anclaje mecánico destinado a soportar las acciones exteriores sobre cada elemento prefabricado en caso de fallo del mortero. Reivindicación 1: Panel prefabricado para la construcción de muros, del tipo formado por una capa de base y otra de piedra o similar, que define la cara vista (104), caracterizado porque la capa que constituye la cara vista (104) del panel (1) presenta una pluralidad de tacos o lajas (3) sobre la capa base (102), adosadas unas a otras ocupando prácticamente todo el contorno del molde, con el formato deseado de los paneles y quedando relleno el interior ajustadamente con dichos tacos o lajas (103). Reivindicación 2: Panel prefabricado para la construcción de muros, según reivindicación primera, caracterizado porque comprende, al menos: medios internos de anclaje (5); medios externos de anclaje (6); donde dichos medios internos de anclaje (5) se hallan embebidos en el panel (1), comprendiendo dichos medios internos de anclaje (5), al menos dos vértices (4) visibles en los bordes superior (2) e inferior (2) del panel (1), y donde dichos vértices (4) de los medios internos de anclaje (5) es el punto de anclaje con los medios externos de anclaje (6), los cuales habilitan la unión entre el conjunto formado por el panel (1) con los medios internos de anclaje (5) y la pared. Reivindicación 3: Panel prefabricado, según reivindicación segunda, caracterizado porque los medios externos de anclaje (6) comprenden, al menos un elemento con una primera zona de unión (61) a los medios internos (5) y una segunda zona de unión (62) a la pared. Reivindicación 4: Panel prefabricado, según reivindicación segunda, caracterizado porque el elemento comprendido en los medios externos de anclaje (6) es un gancho doble, y donde el vértice de la primera zona de unión (61) a los medios internos (5) define el eje de simetría del gancho. Reivindicación 5: Panel prefabricado, según reivindicación segunda, caracterizado porque los medios internos de anclaje (5) comprenden un alambre de forma poligonal abierta, que a su vez comprende dos vértices (4) inclinados un ángulo (a) respecto del plano horizontal y un vértice (7) centrado en el eje de simetría (8). Reivindicación 6: Panel prefabricado, según reivindicación sexta, caracterizado porque en los vértices (4) definen los puntos de anclaje de los medios internos de anclaje (5), habilitando dos zonas resistentes frente a la formación de cono de rotura del mortero. Reivindicación 10: Proceso de fabricación del panel prefabricado descrito en las reivindicaciones 1 y 2, caracterizadlo porque comprende al menos, las siguientes etapas: colocación de al menos un medio interno de anclaje (5) sobre unos tacos de soporte (10), en el fondo del molde (9) y sobre una primera capa de mortero; y donde los medios internos (5) de anclaje y los tacos (10) entran a presión contra las paredes del molde (9); relleno del molde (9), donde primero se vierte la capa de mortero con una malla que evite la retracción de este en su curado y donde esta capa es vertida hasta la altura que marcan los medios internos de anclaje (5), que efectúa las labores de espaciador, anadiendo posteriormente los elementos de acabado; desmoldeo del panel (1); fraguado del panel (1); retirada de los tacos de recubrimiento (10) de los terminales de los medios internos de anclaje (5), desalojando el hormigón y habilitando un espacio donde los vértices (4) de los medios internos de anclaje (5) quedan accesibles en los bordes superior e inferior del panel.It presents a prefabricated panel for the construction of walls, which offers a base layer and another of natural stone that defines the face. The layer that constitutes the exposed face of the panel has a plurality of studs or slabs on the base layer, attached to each other occupying practically the entire contour of the mold, with the desired format of the panels and the interior being filled tightly with said studs or slabs In the manufacturing process a mechanical anchor has been incorporated to support the external actions on each prefabricated element in case of mortar failure. Claim 1: Prefabricated panel for the construction of walls, of the type formed by a base layer and another of stone or the like, which defines the exposed face (104), characterized in that the layer constituting the visible face (104) of the panel ( 1) has a plurality of studs or slabs (3) on the base layer (102), attached to each other occupying practically the entire contour of the mold, with the desired format of the panels and the interior being filled tightly with said studs or slabs (103). Claim 2: Prefabricated panel for the construction of walls, according to claim one, characterized in that it comprises at least: internal anchoring means (5); external anchoring means (6); wherein said internal anchoring means (5) are embedded in the panel (1), said internal anchoring means (5) comprising at least two vertices (4) visible at the upper (2) and lower (2) edges of the panel (1), and where said vertices (4) of the internal anchoring means (5) is the anchor point with the external anchoring means (6), which enable the joint between the assembly formed by the panel (1) ) with the internal anchoring means (5) and the wall. Claim 3: Prefabricated panel, according to claim two, characterized in that the external anchoring means (6) comprise at least one element with a first joining area (61) to the internal means (5) and a second joining area (62 ) to the wall. Claim 4: Prefabricated panel, according to claim two, characterized in that the element included in the external anchoring means (6) is a double hook, and wherein the vertex of the first zone of attachment (61) to the internal means (5) defines the axis of symmetry of the hook. Claim 5: Prefabricated panel, according to claim two, characterized in that the internal anchoring means (5) comprise an open polygonal wire, which in turn comprises two vertices (4) inclined at an angle (a) with respect to the horizontal plane and a vertex (7) centered on the axis of symmetry (8). Claim 6: Prefabricated panel, according to claim 6, characterized in that at the vertices (4) define the anchor points of the internal anchoring means (5), enabling two resistant zones against the formation of mortar breakage cone. Claim 10: Manufacturing process of the prefabricated panel described in claims 1 and 2, characterized in that it comprises at least the following steps: placement of at least one internal anchoring means (5) on support blocks (10), in the bottom of the mold (9) and on a first layer of mortar; and where the internal anchoring means (5) and the plugs (10) press against the mold walls (9); filling of the mold (9), where the mortar layer is first poured with a mesh that prevents its retraction in its curing and where this layer is poured to the height marked by the internal anchoring means (5), which performs the spacer work, subsequently adding the finishing elements; panel demoulding (1); panel setting (1); removal of the covering blocks (10) from the terminals of the internal anchoring means (5), dislodging the concrete and enabling a space where the vertices (4) of the internal anchoring means (5) are accessible at the upper edges and bottom of the panel.

ARM090104957 2009-12-17 2009-12-17 PREFABRICATED PANEL WITH SIDE VIEW TYPE FOR WALL CONSTRUCTION, WITH ANCHORAGE AND MANUFACTURING PROCESS AR074784A4 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ARM090104957 AR074784A4 (en) 2009-12-17 2009-12-17 PREFABRICATED PANEL WITH SIDE VIEW TYPE FOR WALL CONSTRUCTION, WITH ANCHORAGE AND MANUFACTURING PROCESS

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ARM090104957 AR074784A4 (en) 2009-12-17 2009-12-17 PREFABRICATED PANEL WITH SIDE VIEW TYPE FOR WALL CONSTRUCTION, WITH ANCHORAGE AND MANUFACTURING PROCESS

Publications (1)

Publication Number Publication Date
AR074784A4 true AR074784A4 (en) 2011-02-09

Family

ID=43741601

Family Applications (1)

Application Number Title Priority Date Filing Date
ARM090104957 AR074784A4 (en) 2009-12-17 2009-12-17 PREFABRICATED PANEL WITH SIDE VIEW TYPE FOR WALL CONSTRUCTION, WITH ANCHORAGE AND MANUFACTURING PROCESS

Country Status (1)

Country Link
AR (1) AR074784A4 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110429548A (en) * 2019-08-29 2019-11-08 中国电力工程顾问集团西北电力设计院有限公司 A kind of framework of steel reinforcement and its method for arranging of the prefabricated cover board of cable duct corner

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110429548A (en) * 2019-08-29 2019-11-08 中国电力工程顾问集团西北电力设计院有限公司 A kind of framework of steel reinforcement and its method for arranging of the prefabricated cover board of cable duct corner
CN110429548B (en) * 2019-08-29 2024-02-06 中国电力工程顾问集团西北电力设计院有限公司 Reinforcement skeleton of prefabricated cover plate at corner of cable trench and arrangement method of reinforcement skeleton

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