ES1070077U - "stabilizing provision of closure structures for construction" (Machine-translation by Google Translate, not legally binding) - Google Patents

"stabilizing provision of closure structures for construction" (Machine-translation by Google Translate, not legally binding) Download PDF

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Publication number
ES1070077U
ES1070077U ES200900620U ES200900620U ES1070077U ES 1070077 U ES1070077 U ES 1070077U ES 200900620 U ES200900620 U ES 200900620U ES 200900620 U ES200900620 U ES 200900620U ES 1070077 U ES1070077 U ES 1070077U
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Prior art keywords
profiles
profile
metal
metal profile
floor
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Granted
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ES200900620U
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Spanish (es)
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ES1070077Y (en
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Carlos Fradera Pellicer
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Individual
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Priority to ES200900620U priority Critical patent/ES1070077Y/en
Publication of ES1070077U publication Critical patent/ES1070077U/en
Application granted granted Critical
Publication of ES1070077Y publication Critical patent/ES1070077Y/en
Priority to MX2011010393A priority patent/MX2011010393A/en
Priority to EP10758082A priority patent/EP2415943A1/en
Priority to US13/266,407 priority patent/US20120055102A1/en
Priority to PCT/ES2010/000124 priority patent/WO2010112634A1/en
Priority to RU2011143756/03A priority patent/RU2011143756A/en
Priority to SG2011066834A priority patent/SG174431A1/en
Priority to CN201080015683.8A priority patent/CN102369329B/en
Priority to KR1020117023780A priority patent/KR20120027141A/en
Priority to BRPI1014732A priority patent/BRPI1014732A2/en
Priority to AU2010230096A priority patent/AU2010230096A1/en
Priority to CA2757153A priority patent/CA2757153A1/en
Priority to JP2012502718A priority patent/JP2012522153A/en
Priority to CU20110175A priority patent/CU20110175A7/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

Stabilizing arrangement of enclosure structures for construction, specifically one that is applicable to the use of prefabricated facade panels of cement mortar bi-directionally pressed in concrete structures, in which the enclosure structure comprises a first fixed horizontal metal profile longitudinally with a slight overhang on the free front edge of the floor slab with intercalation of a flexible and impermeable sheet that covers the thickness of the slab and a second metal profile, equal to the previous one, fixed longitudinally with a slight overhang below said free edge. Facade of the floor and with mirror symmetry with respect to the first of said metal profiles, whose first and second metal profiles of two contiguous floor slabs are related to each other by metallic stud profiles, regularly spaced and anchored to the previous profiles, characterized in that profile them metallic studs are rigidly coupled at their lower end to the lower horizontal metal profile mounted on the floor by screwing, while their coupling to the upper horizontal metal profile is made, in a limitedly loose manner, so that it is horizontally and vertically sliding and is organized by means of a fixing element, of the group comprising the self-tapping screws, the rivets and the nut and screw systems, fixed to the upper end of the metallic profile of the upright through vertical slots, made in the upper horizontal metal profile and seated pressure on its head in said horizontal metal profile, which are wider than the diameter of the fixing element and of a length equal to the safety margin foreseen for the settlement of the floor slabs of the concrete structure of the building. (Machine-translation by Google Translate, not legally binding)

Description

Disposición estabilizadora de estructuras de cerramiento para la construcción.Stabilizing arrangement of structures of construction enclosure.

Objeto de la invenciónObject of the invention

La presente invención se refiere, conforme se indica en su enunciado, a una disposición estabilizadora de estructuras de cerramiento para la construcción, especialmente una destinada a mejorar y asegurar la instalación de paneles prefabricados de mortero de cemento bidimensionalmente pretensados que son destinados al cerramiento de fachadas exteriores de edificios constituidos por estructuras de hormigón armado.The present invention relates, as indicates in its statement, a stabilizing provision of enclosure structures for construction, especially a aimed at improving and ensuring the installation of panels prefabricated two-dimensional prestressed cement mortar which are intended for the closing of exterior facades of buildings consisting of reinforced concrete structures.

Antecedentes de la invenciónBackground of the invention

Una manera habitual de instalar los paneles prefabricados de fachada es la de colgar tales paneles en los travesaños de una estructura metálica de edificio formadas por perfiles de montante y perfiles de travesaño, como se describe, entre otros, en los modelos de utilidad del propio solicitante ES 200000544, ES 200000545, 200002865, ES 200100961,
ES 200203004 y ES 200300566, constituyendo, con la cooperación de paneles auxiliares de cartón/yeso (pladur y otros), cámaras de aire, de aislamiento y de servicios que determinan fachadas de alto rendimiento térmico conocidas como fachadas ventiladas que reducen a un mínimo los efectos ambientales exteriores en el interior de la edificación, sean de carácter térmico, acústico o atribuidos a la humedad.A common way to install the prefabricated facade panels is to hang such panels on the crossbars of a metal building structure formed by upright profiles and crossbar profiles, as described, among others, in the utility models of the applicant himself ES 200000544, ES 200000545, 200002865, ES 200100961,
ES 200203004 and ES 200300566, constituting, with the cooperation of auxiliary panels of cardboard / plaster (plasterboard and others), air chambers, insulation and services that determine high thermal performance facades known as ventilated facades that minimize the external environmental effects inside the building, whether thermal, acoustic or attributed to moisture.

Con el ánimo de relacionar tales paneles prefabricados de fachada con los forjados de piso de la estructura de hormigón de la edificación y asegurar en los mismos los perfiles de montante que coadyuvan en la sujeción de los mencionados paneles, se ha adoptado la solución de, entre dos forjados de piso consecutivos, fijar a los mismos los extremos de los perfiles de montante necesarios para la instalación de los referidos paneles prefabricados, haciendo innecesaria la disposición de perfiles de travesaño en la estructura de la edificación.In the spirit of relating such panels prefabricated facade with floor slabs of the structure of concrete of the building and secure in them the profiles of amount that contribute to the fastening of the mentioned panels, the solution of between two floor slabs has been adopted consecutive, fix to them the ends of the profiles of amount necessary for the installation of said panels prefabricated, making the provision of profiles of crossbar in the structure of the building.

De acuerdo con la susodicha solución se solicitó en su día el Modelo de Utilidad nº 200501430, según el cual la estructura de cerramiento de la estructura de hormigón armado de un edificio comprende un primer perfil metálico horizontal fijado longitudinalmente con ligero voladizo sobre el borde libre de fachada del forjado de piso con intercalación de una lámina flexible e impermeable que cubre el grueso del forjado y a un segundo perfil metálico, igual al anterior, fijado longitudinalmente con ligero voladizo por debajo de dicho borde libre de fachada del forjado y con simetría especular con respecto al primero de dichos perfiles metálicos, cuyos primer y segundo perfiles metálicos de dos forjados de piso contiguos están relacionados entre sí por unos perfiles metálicos de montante, regularmente espaciados y anclados a los perfiles anteriores.According to the above solution, it was requested in its day the Utility Model No. 200501430, according to which the enclosure structure of the reinforced concrete structure of a building comprises a first horizontal metal profile fixed longitudinally with slight overhang over the free edge of facade of the floor slab with interleaving of a sheet flexible and waterproof covering the thickness of the floor and a second metal profile, equal to the previous one, fixed longitudinally with a slight overhang below said free edge of the facade of the forged and with specular symmetry with respect to the first of said metal profiles, whose first and second metal profiles of two adjoining floor slabs are interrelated by metal profiles of upright, regularly spaced and anchored to the previous profiles.

Si bien esta estructura de cerramiento cumple meritoriamente sus objetivos en condiciones normales, puede adolecer del defecto de que los perfiles metálicos de montante, que están interpuestos sin huelgo alguno entre forjados de piso sucesivos, en el momento de un movimiento de la estructura de hormigón armado debido al asentamiento de la misma que se produce con el tiempo o a causa de ligeros movimientos sísmicos u otras causas, dichos perfiles metálicos de montante sufren un pandeo por compresión axial al reducirse la distancia entre cada dos forjados consecutivos entre los que se encuentran instalados, lo cual afecta a la instalación de los paneles de fachada.While this enclosure structure meets meritoriously your goals under normal conditions, you can suffer from the defect that the upright metal profiles, which they are interposed without any strike between floor slabs successive, at the time of a movement of the structure of reinforced concrete due to the settlement of the same that occurs over time or because of slight seismic or other movements causes, said metal profiles of upright suffer a buckling by axial compression by reducing the distance between each two floors consecutive between those that are installed, which affects to the installation of the facade panels.

Descripción de la invenciónDescription of the invention

Con la intención de eludir el probable pandeo de los montantes de la estructura de cerramiento se ha adoptado de que el enlace del extremo superior de los perfiles metálicos de montante a los perfiles metálicos horizontales superiores se lleve a cabo mediante una disposición que permita absorber las compresiones axiales provocadas por el asentamiento de la estructura de hormigón armado.With the intention of avoiding the probable buckling of the uprights of the enclosure structure has been adopted that the upper end link of the metal profiles of upright to the upper horizontal metal profiles take carried out by means of an arrangement that allows to absorb the compressions axial caused by the settlement of the concrete structure armed.

De acuerdo con la precedente solución se ha desarrollado la disposición estabilizadora de estructuras de cerramiento para la construcción, la cual consiste en el hecho de que los perfiles metálicos de montante están acoplados rígidamente por su extremo inferior al perfil metálico horizontal inferior montado en el forjado mediante atornillado, mientras que su acoplamiento al perfil metálico horizontal superior está realizado, en forma limitadamente holgada, de manera que es deslizante horizontal y verticalmente y está organizada mediante un elemento fijador, del grupo que comprende los tornillos autorroscantes, los remaches y los sistemas de tuerca y tornillo, fijado al extremo superior del perfil metálico de montante a través de orificios colisos verticales practicados en el perfil metálico horizontal superior y asentado a presión por su cabeza en dicho perfil metálico horizontal, que son de mayor anchura que el diámetro del elemento fijador y de una longitud igual al margen de seguridad previsto para el asentamiento de los forjados de piso de la estructura de hormigón de la edificación.According to the previous solution, it has been developed the stabilizing arrangement of structures of construction enclosure, which consists in the fact of that the metal strut profiles are rigidly coupled at its lower end to the lower horizontal metal profile mounted on the floor by screwing while its coupling to the upper horizontal metal profile is made, in a loosely loose way, so that it is slippery horizontally and vertically and is organized by an element fixative, of the group comprising the self-tapping screws, the rivets and nut and screw systems, fixed to the end upper metal profile through holes vertical collisions made in the horizontal metal profile upper and seated by its head in said metal profile horizontal, which are wider than the diameter of the element fixative and of a length equal to the safety margin provided for settlement of floor slabs of the structure of building concrete.

Una característica de la invención la constituye el hecho de que la longitud L de los orificios colisos verticales previstos en las ramas laterales de los perfiles metálicos horizontales superiores es igual o mayor que la distancia D prevista entre los extremos superiores de los perfiles metálicos de montante y el fondo del perfil metálico horizontal superior.A feature of the invention is constituted the fact that the length L of the vertical collision holes provided on the lateral branches of the metal profiles upper horizontals is equal to or greater than the expected distance D between the upper ends of the metal stud profiles and the bottom of the upper horizontal metal profile.

Breve descripción de los dibujosBrief description of the drawings

Para facilitar la comprensión de las ideas expuestas, dando a conocer al mismo tiempo diversos detalles de orden constructivo, se describe seguidamente una forma de realización de la presente invención haciendo referencia a los dibujos que acompañan esta memoria, los cuales, dado su fin primordialmente ilustrativo, deberán ser interpretados como desprovistos de todo alcance limitativo respecto a la amplitud de la protección legal que se solicita. En los dibujos:To facilitate the understanding of ideas exposed, revealing at the same time various details of constructive order, a form of embodiment of the present invention with reference to drawings that accompany this memory, which, given its end primarily illustrative, they should be interpreted as devoid of any limiting scope with respect to the breadth of the  legal protection that is requested. In the drawings:

Figura 1, representa, en perspectiva, un forjado de piso en el que se observan los extremos inferiores de una serie de perfiles metálicos de montante anclados por su extremo inferior en un perfil metálico horizontal inferior y otra serie de perfiles metálicos de montante anclados por su extremo superior a un perfil metálico horizontal superior, ambos perfiles metálicos horizontales montados en un mismo forjado de piso.Figure 1 represents, in perspective, a slab of floor in which the lower ends of a series are observed of metal upright profiles anchored by its lower end in a lower horizontal metal profile and another series of profiles upright metal anchored by its upper end to a profile upper horizontal metallic, both horizontal metallic profiles mounted on the same floor slab.

Figura 2, representa, según un detalle en sección, la forma de fijación con posibilidad de movimiento del extremo superior de un perfil metálico de montante en un punto del perfil metálico horizontal superior, todo ello en una situación en la que no se ha producido ningún asentamiento de la estructura de hormigón armado.Figure 2 represents, according to a detail in section, the way of fixing with the possibility of movement of the upper end of a metal post profile at a point in the upper horizontal metal profile, all in a situation where which has not produced any settlement of the structure of reinforced concrete.

Figura 3, representa, según un detalle en sección, la forma en que, tras haberse producido un movimiento de asentamiento de la estructura de hormigón, resta la fijación del extremo superior de un perfil metálico de montante, representada en la figura anterior, en la que dicho extremo superior se sitúa en las proximidades del fondo del perfil metálico horizontal superior.Figure 3 represents, according to a detail in section, the way in which, after a movement of settlement of the concrete structure, subtracting the fixation of the upper end of an upright metal profile, represented in the previous figure, wherein said upper end is located in the proximities of the horizontal metal profile bottom higher.

Descripción de una realización de la invenciónDescription of an embodiment of the invention

En la figura 1 se muestra una forma de llevar a cabo según la invención la estructura de cerramiento para la construcción, la cual consiste en la disposición sobre el forjado de piso 1 de una lámina 2 impermeable y flexible, constituida, por ejemplo, por un material elastomérico como el butilo.Figure 1 shows a way to carry according to the invention the enclosure structure for the construction, which consists of the arrangement on the floor of floor 1 of a waterproof and flexible sheet 2, constituted by for example, by an elastomeric material such as butyl.

Esta lámina 2 se monta sobre el forjado de piso 1 solapando una zona marginal superior 2A sobre el mismo y dejando colgar el resto que, en una zona central 2B, cubre el canto del forjado de piso 1, mientras que otra zona marginal inferior 2C queda suspendida. La referida zona marginal superior 2A sirve de asiento a un perfil metálico horizontal inferior 3, que se designa como inferior con respecto al vano de un piso superior, que se instala con un ligero voladizo con respecto al canto del forjado de piso 1 y se fija al mismo mediante un tornillo, complementándose coplanariamente dicho perfil metálico horizontal inferior 3 con un perfil metálico horizontal superior 4, que se designa como superior con respecto al vano de un piso inferior, al tiempo que la zona marginal inferior 2C de la lámina 2 cubre lateralmente al perfil metálico horizontal superior 4 situado en la cara inferior del mismo forjado de piso 1.This sheet 2 is mounted on the floor slab 1 overlapping a superior marginal zone 2A over it and leaving hang the rest that, in a central zone 2B, covers the edge of the floor slab 1, while another lower marginal zone 2C remains  suspended The referred upper marginal zone 2A serves as a seat to a lower horizontal metal profile 3, which is designated as lower with respect to the opening of an upper floor, which is installed with a slight overhang with respect to the floor slab edge 1 and is fixed to it by means of a screw, complementing co-planarly said lower horizontal metal profile 3 with a upper horizontal metal profile 4, which is designated as superior with respect to the opening of a lower floor, while the area lower marginal 2C of sheet 2 laterally covers the profile upper horizontal metal 4 located on the lower face of the same floor slab 1.

Los perfiles metálicos horizontal inferior 3 y superior 4, situados dentro de un mismo vano entre dos forjados de piso 1 sucesivos, están destinados a soportar unos perfiles metálicos de montante 5, tal como se observa en la figura 1, y como sea que son perfiles en "U" presentan, respectivamente, unos fondos 3A y 4A y sendas ramas laterales 3B y 4B.The lower horizontal metal profiles 3 and upper 4, located within the same bay between two floors of floor 1 successive, are intended to support some profiles metal studs 5, as seen in figure 1, and as either they are "U" profiles, respectively, have bottoms 3A and 4A and side branches 3B and 4B.

Los perfiles metálicos horizontales inferiores 3 disponen en sus ramas laterales 3B de unos orificios 6 para el paso de unos tornillos de anclaje de los extremos inferiores 5A de los perfiles metálicos de montante 5, al tiempo que los extremos superiores 5B de estos perfiles metálicos de montante 5 se acoplan a las ramas laterales 4A correspondientes del perfil metálico horizontal superior 4 mediante una disposición formada por dos orificios colisos verticales 7, previstos en dichas ramas 4A en sentido transversal de las mismas, y unos tornillos 8 que, atravesando los referidos orificios colisos verticales 7, se hallan fijados en el extremo superior 5B del perfil metálico de montante 5. Estos tornillos 8 pueden consistir en cualquier clase de tornillos, en remaches, en pasadores o cualquier medio de retención que permita el desplazamiento mutuo originados por la presencia de esfuerzos determinados por el asentamiento de la edificación de estructura de hormigón armado.The lower horizontal metal profiles 3 they have holes 6 for their passage in their lateral branches 3B of anchoring screws of the lower ends 5A of the metal profiles of upright 5, while the ends upper 5B of these metal profiles of upright 5 are coupled to the corresponding lateral branches 4A of the metal profile upper horizontal 4 by an arrangement formed by two vertical collision holes 7, provided in said branches 4A in transverse direction thereof, and screws 8 which, crossing the said vertical collision holes 7, they are fixed at the upper end 5B of the metal stud profile 5. These screws 8 can consist of any kind of screws, rivets, pins or any means of retention that allows mutual displacement originated by the presence of efforts determined by the settlement of the building of reinforced concrete structure.

En la figura 2 se muestra una forma de fijación con posibilidad de movimiento del extremo superior 5A de un perfil metálico de montante 5 hasta el fondo 4A del perfil metálico horizontal superior 4, todo ello en una situación en la que no se ha producido ningún asentamiento de la estructura de hormigón armado de los forjados 1, según la cual la longitud L de los orificios colisos verticales 7 previstos en las ramas laterales 4B de los perfiles metálicos horizontales 4 es igual o mayor que la distancia D prevista entre el extremo superior 5B del perfil metálico de montante 5 y el fondo 4A del perfil metálico horizontal superior 4 para el caso en que se produzca el asentamiento de la estructura de hormigón de la edificación.A fixing method is shown in figure 2 with the possibility of movement of the upper end 5A of a profile upright metal 5 to the bottom 4A of the metal profile horizontal top 4, all in a situation where it has not been produced no settlement of the reinforced concrete structure of the slabs 1, according to which the length L of the holes vertical collisions 7 provided on the lateral branches 4B of the horizontal metal profiles 4 is equal to or greater than the distance D provided between the upper end 5B of the metal profile of upright 5 and bottom 4A of the upper horizontal metal profile 4 for the case in which the settlement of the structure of building concrete.

En la figura 3 se ilustra la forma en que, tras haberse producido un movimiento de asentamiento de la estructura de hormigón, resta la fijación del extremo superior 5B de un perfil metálico de montante 5, representada en la figura anterior, en la que dicho extremo superior 5B se sitúa en las proximidades del fondo 4A del perfil metálico horizontal superior 4, habiéndose desplazado los tornillos 8 a lo largo de los orificios colisos verticales 7.Figure 3 illustrates the way in which, after a settlement movement of the structure of concrete, subtracts the fixing of the upper end 5B of a profile upright metal 5, represented in the previous figure, in the that said upper end 5B is located in the vicinity of the bottom 4A of the upper horizontal metal profile 4, having shifted screws 8 along the collision holes vertical 7.

Claims (2)

1. Disposición estabilizadora de estructuras de cerramiento para la construcción, concretamente una que es de aplicación al empleo de paneles de fachada prefabricados de mortero de cemento pretensados bidireccionalmente en estructuras de hormigón, en las que la estructura de cerramiento comprende un primer perfil metálico horizontal fijado longitudinalmente con ligero voladizo sobre el borde libre de fachada del forjado de piso con intercalación de una lámina flexible e impermeable que cubre el grueso del forjado y a un segundo perfil metálico, igual al anterior, fijado longitudinalmente con ligero voladizo por debajo de dicho borde libre de fachada del forjado y con simetría especular con respecto al primero de dichos perfiles metálicos, cuyos primer y segundo perfiles metálicos de dos forjados de piso contiguos están relacionados entre sí por unos perfiles metálicos de montante, regularmente espaciados y anclados a los perfiles anteriores, caracterizada porque los perfiles metálicos de montante están acoplados rígidamente por su extremo inferior al perfil metálico horizontal inferior montado en el forjado mediante atornillado, mientras que su acoplamiento al perfil metálico horizontal superior está realizado, en forma limitadamente holgada, de manera que es deslizante horizontal y verticalmente y está organizada mediante un elemento fijador, del grupo que comprende los tornillos autorroscantes, los remaches y los sistemas de tuerca y tornillo, fijado al extremo superior del perfil metálico de montante a través de orificios colisos verticales, practicados en el perfil metálico horizontal superior y asentado a presión por su cabeza en dicho perfil metálico horizontal, que son de mayor anchura que el diámetro del elemento fijador y de una longitud igual al margen de seguridad previsto para el asentamiento de los forjados de piso de la estructura de hormigón de la edificación.1. Stabilization arrangement of construction enclosure structures, specifically one that is applicable to the use of prefabricated cement mortar façade panels prestressed bidirectionally in concrete structures, in which the enclosure structure comprises a first horizontal fixed metal profile longitudinally with a slight overhang on the free edge of the facade of the floor slab with collation of a flexible and impermeable sheet that covers the thickness of the slab and a second metal profile, equal to the previous one, fixed longitudinally with a slight overhang below said free edge of facade of the slab and with specular symmetry with respect to the first of said metal profiles, whose first and second metal profiles of two contiguous floor slabs are related to each other by metal stud profiles, regularly spaced and anchored to the previous profiles, characterized in that the profile The metal studs are rigidly coupled by their lower end to the lower horizontal metal profile mounted on the floor by screwing, while their coupling to the upper horizontal metal profile is made, in a loosely loose manner, so that it is horizontally and vertically sliding and is organized by means of a fixing element, of the group comprising the self-tapping screws, rivets and nut and screw systems, fixed to the upper end of the metal profile of upright through vertical collision holes, made in the upper horizontal metal profile and seated pressure by its head in said horizontal metallic profile, which are of greater width than the diameter of the fixing element and of a length equal to the safety margin provided for the settlement of the floor slabs of the concrete structure of the building. 2. Disposición estabilizadora de estructuras de cerramiento para la construcción, según la reivindicación anterior, caracterizada porque la longitud L de los orificios colisos verticales previstos en las ramas laterales de los perfiles metálicos horizontales superiores es igual o mayor que la distancia D prevista entre los extremos superiores de los perfiles metálicos de montante y el fondo del perfil metálico horizontal superior.2. Stabilization arrangement of enclosure structures for construction, according to the preceding claim, characterized in that the length L of the vertical collision holes provided in the lateral branches of the upper horizontal metal profiles is equal to or greater than the expected distance D between the ends upper of the upright metal profiles and the bottom of the upper horizontal metal profile.
ES200900620U 2009-03-30 2009-03-30 "STABILIZING PROVISION OF CLOSURE STRUCTURES FOR CONSTRUCTION" Expired - Fee Related ES1070077Y (en)

Priority Applications (14)

Application Number Priority Date Filing Date Title
ES200900620U ES1070077Y (en) 2009-03-30 2009-03-30 "STABILIZING PROVISION OF CLOSURE STRUCTURES FOR CONSTRUCTION"
CA2757153A CA2757153A1 (en) 2009-03-30 2010-03-26 A functional system for a cement mortar panel with prestressed biaxial reinforcement
JP2012502718A JP2012522153A (en) 2009-03-30 2010-03-26 Cement-mortar panel functional system with biaxial prestress reinforcement
SG2011066834A SG174431A1 (en) 2009-03-30 2010-03-26 A functional system for a cement mortar panel with prestressed biaxial reinforcement
KR1020117023780A KR20120027141A (en) 2009-03-30 2010-03-26 Functional system for a cement-mortar panel with prestressed biaxial reinforcement
US13/266,407 US20120055102A1 (en) 2009-03-30 2010-03-26 Functional System for a Cement Mortar Panel with Prestressed Biaxial Reinforcement
PCT/ES2010/000124 WO2010112634A1 (en) 2009-03-30 2010-03-26 Functional system of a cement-mortar panel with prestressed biaxial reinforcement
RU2011143756/03A RU2011143756A (en) 2009-03-30 2010-03-26 FUNCTIONAL SYSTEM FOR PANEL FROM CEMENT MORTAR WITH PRELIMINARY TENSIONED TWO-AXLE FITTINGS
MX2011010393A MX2011010393A (en) 2009-03-30 2010-03-26 Functional system of a cement-mortar panel with prestressed biaxial reinforcement.
CN201080015683.8A CN102369329B (en) 2009-03-30 2010-03-26 Functional system of a cement-mortar panel with prestressed biaxial reinforcement
EP10758082A EP2415943A1 (en) 2009-03-30 2010-03-26 Functional system of a cement-mortar panel with prestressed biaxial reinforcement
BRPI1014732A BRPI1014732A2 (en) 2009-03-30 2010-03-26 functional system of a prestressed biaxial reinforced cement mortar panel.
AU2010230096A AU2010230096A1 (en) 2009-03-30 2010-03-26 Functional system of a cement-mortar panel with prestressed biaxial reinforcement
CU20110175A CU20110175A7 (en) 2009-03-30 2011-09-19 FUNCTIONAL SYSTEM OF A CEMENT MORTAR PANEL WITH PRETENSED BIAXIAL ARMOR

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES200900620U ES1070077Y (en) 2009-03-30 2009-03-30 "STABILIZING PROVISION OF CLOSURE STRUCTURES FOR CONSTRUCTION"

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ES1070077U true ES1070077U (en) 2009-06-09
ES1070077Y ES1070077Y (en) 2009-10-13

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010112634A1 (en) * 2009-03-30 2010-10-07 Pellicer Carlos F Functional system of a cement-mortar panel with prestressed biaxial reinforcement

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010112634A1 (en) * 2009-03-30 2010-10-07 Pellicer Carlos F Functional system of a cement-mortar panel with prestressed biaxial reinforcement
CN102369329A (en) * 2009-03-30 2012-03-07 卡洛斯·弗拉德拉佩利克尔 Functional system of a cement-mortar panel with prestressed biaxial reinforcement
CN102369329B (en) * 2009-03-30 2014-04-16 卡洛斯·弗拉德拉佩利克尔 Functional system of a cement-mortar panel with prestressed biaxial reinforcement

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