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ES2616453T3 - Support and construction for facade panels on a curtain wall and curtain wall - Google Patents

Support and construction for facade panels on a curtain wall and curtain wall Download PDF

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Publication number
ES2616453T3
ES2616453T3 ES13789472.1T ES13789472T ES2616453T3 ES 2616453 T3 ES2616453 T3 ES 2616453T3 ES 13789472 T ES13789472 T ES 13789472T ES 2616453 T3 ES2616453 T3 ES 2616453T3
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Prior art keywords
support
curtain wall
wing
rail
reinforcement rib
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ES13789472.1T
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Spanish (es)
Inventor
Stefan Vandervelden
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Reynaers Aluminium NV
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Reynaers Aluminium NV
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88Curtain walls
    • E04B2/96Curtain walls comprising panels attached to the structure through mullions or transoms
    • E04B2/965Connections of mullions and transoms

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

Muro cortina de paneles de fachada (7) colocado en una construcción de postes (2) y rieles (3), por lo cual esta construcción comprende al menos un soporte (11) para este tipo de paneles de fachada (7), por lo cual el soporte (11) comprende un cuerpo (12) para fijar el soporte (11) a un poste (2) y comprende al menos un ala (14) que se extiende oblicuamente para sostener un panel de fachada (7), directamente o de otro modo, por lo cual, el ala (14) dispone de una nervadura de refuerzo (19) frente al plegado vertical y, por lo cual, esta nervadura de refuerzo (19) se extiende en la dirección longitudinal (L) del ala (14) y, por lo cual, esta nervadura de refuerzo (19) se extiende hacia arriba y/o hacia abajo, por lo cual la construcción define una distancia vertical máxima entre dos paneles de fachada que se colocan uno sobre el otro (7), y por lo cual la altura (A) del ala (14) en la ubicación de la nervadura de refuerzo (19) es mayor que dicha distancia vertical máxima, por lo cual la nervadura de refuerzo (19) del ala (14), vista en la dirección horizontal, está al menos parcialmente entre el riel (3) y al menos uno de los dos paneles de fachada (7) colocados uno sobre el otro, donde el soporte (11) se fija a un poste (2) y donde un panel de fachada (7) se soporta en la dirección vertical por un poste (2) o postes (2) mediante uno o más de dicho soporte (11), caracterizado por el hecho de que el panel de fachada (7), en la dirección vertical, no se soporta mediante el riel (3).Curtain wall of facade panels (7) placed in a construction of posts (2) and rails (3), for which this construction comprises at least one support (11) for this type of facade panels (7), therefore which the support (11) comprises a body (12) to fix the support (11) to a post (2) and comprises at least one wing (14) extending obliquely to support a facade panel (7), directly or otherwise, therefore, the wing (14) has a reinforcement rib (19) against vertical folding and, therefore, this reinforcement rib (19) extends in the longitudinal direction (L) of the wing (14) and, therefore, this reinforcing rib (19) extends upwards and / or downwards, whereby the construction defines a maximum vertical distance between two facade panels that are placed one above the other (7 ), and therefore the height (A) of the flange (14) at the location of the reinforcement rib (19) is greater than said maximum vertical distance, therefore the reinforcing rib (19) of the wing (14), seen in the horizontal direction, is at least partially between the rail (3) and at least one of the two facade panels (7) placed one above the other, where the support (11) is fixed to a post (2) and where a facade panel (7) is supported in the vertical direction by a post (2) or posts (2) by one or more of said support (11), characterized by the fact that the facade panel (7), in the vertical direction, is not supported by the rail (3).

Description

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Soporte y construccion para paneles de fachada en un muro cortina y muro cortinaSupport and construction for facade panels in a curtain wall and curtain wall

[0001] La presente invencion se refiere a un muro cortina.[0001] The present invention relates to a curtain wall.

[0002] Mas especificamente, la invencion se refiere a paredes de cortina que principalmente constan de paneles de fachada de vidrio que se colocan en una construccion que consiste en elementos verticales, llamados postes y elementos horizontales, llamados rieles.[0002] More specifically, the invention relates to curtain walls that mainly consist of glass facade panels that are placed in a construction consisting of vertical elements, called posts and horizontal elements, called rails.

[0003] En el caso de pesos relativamente altos de los paneles de fachada y/o con muros cortina resistentes al fuego, los postes y rieles se conectan unidos por soportes cruciformes que se fijan a un poste y de los cuales dos alas se fijan a rieles, y si fuese necesario gravitan sobre el frente de los rieles, por ejemplo en una estructura de soporte hecha de perfiles de aluminio.[0003] In the case of relatively high weights of the facade panels and / or with fire-resistant curtain walls, the posts and rails are connected together by cruciform supports that are fixed to a pole and of which two wings are fixed to rails, and if necessary gravitate on the front of the rails, for example in a support structure made of aluminum profiles.

Se sobreentiende que tales soportes tambien pueden estar construidos con un ala para su uso con postes que solo tienen rieles en un lado.It is understood that such supports can also be constructed with a wing for use with posts that only have rails on one side.

[0004] Los paneles de fachada, por ejemplo, paneles de vidrio que pueden ser relativamente pesados, luego gravitan sobre los soportes, que transmiten el peso de los paneles de fachada a los postes por medio de los rieles.[0004] The facade panels, for example, glass panels that can be relatively heavy, then gravitate on the supports, which transmit the weight of the facade panels to the posts by means of the rails.

[0005] Tales soportes se conocen de la DE 19854203; DE29912697 y EP 1460191, por ejemplo.[0005] Such supports are known from DE 19854203; DE29912697 and EP 1460191, for example.

[0006] Sin embargo, tales soportes y construcciones para muros cortina que hacen uso de estos tienen un numero de desventajas.[0006] However, such supports and constructions for curtain walls that make use of these have a number of disadvantages.

[0007] Por ejemplo, los soportes con los rieles a los que estan conectados, se pueden plegar por el peso de los paneles de fachada soportados.[0007] For example, the supports with the rails to which they are connected, can be folded by the weight of the supported facade panels.

Esto puede llevar a un riel a tocar el panel de fachada subyacente, que puede resultar danado.This can lead to a rail touching the underlying facade panel, which can be damaged.

[0008] Una solucion a esto es usar rieles mas hondos, es decir, rieles que se extiendan sobre una distancia horizontal superior, lo que es poco atractivo esteticamente y, por supuesto, mas costoso debido a un uso aumentado de materiales.[0008] One solution to this is to use deeper rails, that is, rails that extend over a greater horizontal distance, which is aesthetically unattractive and, of course, more expensive due to an increased use of materials.

[0009] Los rieles mas hondos tambien tienen solo un efecto limitado en la rigidez del riel, porque mientras las dimensiones de los rieles son de hecho mayores en la direccion horizontal, estos son perfiles huecos generalmente de manera que la rigidez en la direccion vertical solo aumenta hasta cierto punto, mientras se produce el plegado en la direccion vertical.[0009] The deeper rails also have only a limited effect on the stiffness of the rail, because while the dimensions of the rails are in fact larger in the horizontal direction, these are hollow profiles generally so that the stiffness in the vertical direction only increases to a certain extent, while folding in the vertical direction.

[0010] Otra solucion se describe en la US4428171, donde las alas tienen nervios de refuerzo ascendentes y descendentes para hacerlas mas fuertes, pero estan todavfa conectadas a los rieles.[0010] Another solution is described in US4428171, where the wings have upward and downward reinforcing ribs to make them stronger, but are still connected to the rails.

[0011] Las alas de los soportes tradicionales no pueden hacerse mas rfgidas dandoles una altura superior, debido a que la altura esta limitada por la distancia vertical entre dos paneles de fachada, que se deben mantener pequenos.[0011] The wings of the traditional supports cannot be made more rigid by giving them a higher height, because the height is limited by the vertical distance between two facade panels, which must be kept small.

[0012] El fin de la presente invencion es proporcionar una solucion a las desventajas anteriormente mencionadas, entre otras, mediante un muro cortina, tal y como se define en la reivindicacion 1.[0012] The purpose of the present invention is to provide a solution to the aforementioned disadvantages, among others, by means of a curtain wall, as defined in claim 1.

[0013] En la practica, esto significa que el riel no tiene una funcion portante para las fuerzas verticales ejercidas por un panel de fachada, pero que estas fuerzas se transfieren directamente a los postes mediante los soportes.[0013] In practice, this means that the rail does not have a bearing function for the vertical forces exerted by a facade panel, but that these forces are transferred directly to the posts by the supports.

[0014] Como resultado, las alas de los soportes posiblemente se pueden plegar ligeramente por el peso de los paneles de fachada, sin que este plegado se transmita a los rieles.[0014] As a result, the wings of the supports can possibly be folded slightly by the weight of the facade panels, without this folding being transmitted to the rails.

[0015] Preferiblemente, aquf el ala esta conformada esencialmente en T, vista en la seccion transversal vertical, por lo cual la nervadura de refuerzo se forma por la cabeza de la T.[0015] Preferably, here the wing is essentially T-shaped, seen in the vertical cross-section, whereby the reinforcement rib is formed by the head of the T.

[0016] Por motivos de claridad, cabe senalar que esta es una T girada a 90°.[0016] For reasons of clarity, it should be noted that this is a T turned at 90 °.

[0017] Asf, esto implica que la nervadura de refuerzo se extiende hacia arriba y hacia abajo.[0017] Thus, this implies that the reinforcement rib extends up and down.

En la practica, esta nervadura de refuerzo, despues de la construccion del muro cortina, debe estar a lo largo de los paneles de fachada, de modo que una parte del ala pueda estar a una altura inferior entre los paneles de fachada, debido a que la distancia vertical entre los paneles de fachada se debe mantener pequena.In practice, this reinforcement rib, after the construction of the curtain wall, must be along the facade panels, so that a part of the wing can be at a lower height between the facade panels, because The vertical distance between the facade panels must be kept small.

[0018] En una forma de realizacion preferida, los componentes de la construccion estan disenados de manera que el ala se puede mover con respecto al riel, por lo cual, es posible un movimiento en la direccion vertical sobre una distancia minima.[0018] In a preferred embodiment, the components of the construction are designed so that the wing can move relative to the rail, whereby a movement in the vertical direction over a minimum distance is possible.

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[0019] Asf, esto significa que el ala y los rieles no estan disenados para estar conectados, por ejemplo, debido a una forma complementaria o por instalaciones para medios de acoplamiento.[0019] Thus, this means that the wing and the rails are not designed to be connected, for example, due to a complementary shape or by installations for coupling means.

[0020] En otra forma de realizacion preferida de la construccion, el riel esta dispuesto de un detalle para una junta en el borde superior y/o inferior, por lo cual el detalle o detalles son al menos parcialmente por encima o por debajo y alrededor de la nervadura de refuerzo.[0020] In another preferred embodiment of the construction, the rail is provided with a detail for a joint at the upper and / or lower edge, whereby the detail or details are at least partially above or below and around of the reinforcement rib.

[0021] Como resultado, las juntas estandar pueden utilizarse para sellar el espacio entre un panel de fachada y un riel, mientras hay sin embargo una camara para la nervadura de refuerzo.[0021] As a result, standard joints can be used to seal the space between a facade panel and a rail, while there is however a chamber for the reinforcement rib.

[0022] En otra forma de realizacion preferida, la construccion tambien comprende un perfil roscado, por lo cual el perfil roscado y riel tienen una forma complementaria parcialmente de modo que el perfil roscado se puede insertar en el riel.[0022] In another preferred embodiment, the construction also comprises a threaded profile, whereby the threaded profile and rail have a partially complementary shape so that the threaded profile can be inserted into the rail.

[0023] Como resultado, es posible usar un riel sin una cresta o protuberancia que sobresale, pero que sin embargo tiene un buen punto de agarre para tornillos de un perfil de agarre.[0023] As a result, it is possible to use a rail without a protruding ridge or protrusion, but which nevertheless has a good grip point for screws of a grip profile.

Como resultado, los rieles se pueden hacer al tamano deseado mas facilmente, porque no es necesario eliminar una parte de la protuberancia.As a result, the rails can be made to the desired size more easily, because it is not necessary to remove a part of the protuberance.

[0024] Cuando tal perfil roscado se hace de plastico, este puede hacer tambien de perfil roscado y aislante al mismo tiempo.[0024] When such a threaded profile is made of plastic, it can also act as a threaded and insulating profile at the same time.

[0025] La nervadura de refuerzo del ala, vista en direccion horizontal, esta al menos parcialmente entre el riel y cada uno de los dos paneles de fachada localizados el uno sobre el otro.[0025] The reinforcement rib of the wing, seen in the horizontal direction, is at least partially between the rail and each of the two facade panels located on top of each other.

[0026] Con la intencion de mostrar mejor las caracterfsticas de la invencion, una forma de realizacion preferida de una construccion, incluyendo un soporte, para la construccion de un muro cortina, segun la invencion, y su uso se describen de ahora en adelante por medio de un ejemplo, sin alguna naturaleza de limitacion, con referencia a los dibujos anexos, donde:[0026] With the intention of better showing the characteristics of the invention, a preferred embodiment of a construction, including a support, for the construction of a curtain wall, according to the invention, and its use are described hereafter by means of an example, without some nature of limitation, with reference to the attached drawings, where:

La Figura 1 muestra una vista despiezada de una construccion tradicional de un poste con dos rieles para un muro cortina;Figure 1 shows an exploded view of a traditional pole construction with two rails for a curtain wall;

la figura 2 muestra una seccion transversal de la construccion de la figura 1 segun la lfnea II-II en otro estado final;Figure 2 shows a cross section of the construction of Figure 1 according to line II-II in another final state;

la figura 3 muestra una vista en perspectiva de una parte de una construccion segun la invencion en una situacion donde la construccion se construye parcialmente;Figure 3 shows a perspective view of a part of a construction according to the invention in a situation where the construction is partially constructed;

la figura 4 muestra la construccion de la figura 3 en otro estado avanzado de construccion; la figura 5 muestra una seccion transversal de la construccion de la figura 4 segun la lfnea V-V; la figura 6 muestra un soporte segun la invencion;Figure 4 shows the construction of Figure 3 in another advanced state of construction; Figure 5 shows a cross section of the construction of Figure 4 according to the V-V line; Figure 6 shows a support according to the invention;

la figura 7 muestra una construccion alternativa segun la invencion; y la figura 8 muestra el detalle indicado por F8 en la figura 7 a una gran escala.Figure 7 shows an alternative construction according to the invention; and Figure 8 shows the detail indicated by F8 in Figure 7 on a large scale.

[0027] La parte de una muralla 1 mostrada en las figuras 1 y 2 principalmente consiste en un poste 2, hecho de un perfil de poste de aluminio hueco y dos rieles 3, hechos de perfiles de riel de aluminio hueco, que estan fijados unidos.[0027] The part of a wall 1 shown in Figures 1 and 2 mainly consists of a post 2, made of a hollow aluminum pole profile and two rails 3, made of hollow aluminum rail profiles, which are fixed together .

Se sobreentiende que el muro cortina 1 entero comprende un gran numero de tales postes 2 y rieles 3.It is understood that the entire curtain wall 1 comprises a large number of such posts 2 and rails 3.

[0028] El poste 2 y rieles 3 se proporcionan con detalles 5 en dos bordes donde las juntas 6 estan adheridas de forma que pueden sellar las aberturas entre el poste 2 y los rieles 3, por una parte, y un panel de fachada 7, por ejemplo, un panel de vidrio, por otra parte.[0028] The post 2 and rails 3 are provided with details 5 on two edges where the joints 6 are adhered so that they can seal the openings between the post 2 and the rails 3, on the one hand, and a facade panel 7, for example, a glass panel, on the other hand.

[0029] Los rieles 3 se proporcionan con una protuberancia 8, que es una cresta doble 9 con una ranura estrecha 10 entre estas.[0029] The rails 3 are provided with a protrusion 8, which is a double crest 9 with a narrow groove 10 between them.

La protuberancia 8 sobresale fuera de los rieles 3 en la direccion del panel de fachada 7.The protuberance 8 protrudes out of the rails 3 in the direction of the facade panel 7.

[0030] Un soporte cruciforme 11 se fija al poste 2 y rieles 3, que principalmente constan de un cuerpo 12 que se fija al poste 2 mediante pernos 13 y dos alas 14 que se fijan a un riel 3 mediante pernos 14.[0030] A cruciform support 11 is fixed to the post 2 and rails 3, which mainly consist of a body 12 that is fixed to the post 2 by bolts 13 and two wings 14 that are fixed to a rail 3 by bolts 14.

En este caso, pero no necesariamente, el soporte 11 esta hecho de acero, pero tambien podrfa estar hecho de aluminio u otro metal.In this case, but not necessarily, the support 11 is made of steel, but it could also be made of aluminum or other metal.

[0031] Un panel de fachada gravita sobre un ala 14 de un soporte 11 por medio de un bloque de soporte pequeno 15 y esta ala 14 sucesivamente gravita parcialmente en la protuberancia 8 de los rieles 3, y gravita parcialmente en el poste 2 por medio del cuerpo 12.[0031] A facade panel gravitates on a wing 14 of a support 11 by means of a small support block 15 and this wing 14 successively gravitates partially on the protuberance 8 of the rails 3, and partially gravitates on the post 2 by means of the body 12.

[0032] Un aislante 16 se adhiere a la protuberancia 8 entre dos paneles de fachada 7 localizados el uno sobre el otro, que contraactua la circulacion del aire en el espacio entre dos paneles de fachada 7 y, asf, aumenta las[0032] An insulator 16 adheres to the protuberance 8 between two facade panels 7 located one above the other, which counteracts the circulation of air in the space between two facade panels 7 and, thus, increases the

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propiedades de aislamiento del muro cortina 1.insulating properties of curtain wall 1.

[0033] La transicion entre dos paneles de fachada 7 esta cubierta por un perfil de agarre 17 de dos partes atornilladas en el aislante 16 y la protuberancia* 8.[0033] The transition between two facade panels 7 is covered by a grip profile 17 of two parts screwed into the insulator 16 and the protuberance * 8.

Este perfil de agarre 17 fija paneles de fachada 7 frente a los rieles 3, de modo que los paneles de fachada estan bien fijados en la construccion de rieles 3 y postes.This grip profile 17 fixes facade panels 7 in front of the rails 3, so that the facade panels are well fixed in the construction of rails 3 and posts.

[0034] Debido a que los rieles 3 se pliegan por el peso de los paneles de fachada 7, hay un riesgo de que los rieles 3 toquen el panel de fachada subyacente 7, en el medio entre dos postes 2, lo que puede llevar a danarse.[0034] Because the rails 3 are folded by the weight of the facade panels 7, there is a risk that the rails 3 touch the underlying facade panel 7, in the middle between two posts 2, which can lead to hurt

Asf, cuando se disena el muro cortina 1 se debe prestar particular atencion a los rieles 3 que se disenan con suficiente rigidez.Thus, when the curtain wall 1 is designed, particular attention should be paid to the rails 3 that are designed with sufficient rigidity.

[0035] La distancia vertical maxima entre dos paneles de fachada 7 se define por la altura H de los rieles 3 en combinacion con el recubrimiento, fijo por estandares, entre el perfil de agarre 17 y un panel de fachada 7 y un pequeno espacio libre para prevenir el contacto.[0035] The maximum vertical distance between two facade panels 7 is defined by the height H of the rails 3 in combination with the coating, fixed by standards, between the grip profile 17 and a facade panel 7 and a small clearance To prevent contact.

Aquf no se desea aumentar la altura H de los rieles 3 con respecto al impacto visual no deseado de la misma.Here it is not desired to increase the height H of the rails 3 with respect to the unwanted visual impact thereof.

[0036] Esta claro que en este muro cortina tradicional, la altura maxima A del ala y asf su rigidez estan limitadas por la distancia vertical maxima entre dos paneles de fachada 7.[0036] It is clear that in this traditional curtain wall, the maximum height A of the wing and thus its stiffness are limited by the maximum vertical distance between two facade panels 7.

[0037] Una muralla 1 que esta compuesta por una construccion, segun la invencion, como se muestra en las figuras 3 a 6, difiere de la siguiente manera del muro cortina 1 tradicional anteriormente descrito.[0037] A wall 1 which is composed of a construction, according to the invention, as shown in Figures 3 to 6, differs as follows from the traditional curtain wall 1 described above.

[0038] El soporte 11 esta construido de manera que solo el cuerpo 12 contiene orificios 18 para fijar el soporte 11 al poste 2.[0038] The support 11 is constructed so that only the body 12 contains holes 18 for fixing the support 11 to the post 2.

Las alas 14 no estan disenadas para estar conectadas a los rieles 3.The wings 14 are not designed to be connected to the rails 3.

El resultado es que el soporte 11 luego solo se fija al poste 2.The result is that support 11 is then only fixed to post 2.

[0039] Para hacer sitio para este soporte 11 se muele una parte de la protuberancia 8.[0039] To make room for this support 11 a part of the protuberance 8 is ground.

[0040] Las alas 14 del soporte 11 estan provistas de una nervadura de refuerzo 19, que se extiende sobre la longitud L del ala 14 y sobresale por debajo y sobre la parte 20 del ala 14 sobre la que gravita el panel de fachada 7.[0040] The wings 14 of the support 11 are provided with a reinforcement rib 19, which extends over the length L of the wing 14 and protrudes below and on the part 20 of the wing 14 on which the facade panel 7 gravitates.

Debido a su altura A, la nervadura de refuerzo 19 proporciona resistencia eficaz frente el plegado vertical del ala 14.Due to its height A, the reinforcement rib 19 provides effective resistance against vertical folding of the wing 14.

[0041] Las alas 14 tienen una seccion transversal que tiene forma de una T inclinada, por lo cual la nervadura de refuerzo 19 forma la cabeza de la T.[0041] The wings 14 have a cross section that is in the form of an inclined T, whereby the reinforcement rib 19 forms the head of the T.

[0042] Los rieles 3 se construyen con una seccion profundizada 21 que esta situada entre los detalles 5 para las juntas 6.[0042] The rails 3 are constructed with an in-depth section 21 which is located between the details 5 for the joints 6.

Esta seccion profunda 21 proporciona espacio para la nervadura de refuerzo 19, de modo que la nervadura de refuerzo 19 tiene una altura A que es mayor que la distancia vertical maxima entre dos paneles de fachada 7, por lo cual la nervadura de refuerzo 19 esta entre el riel 3 y el panel de fachada 7.This deep section 21 provides space for the reinforcement rib 19, so that the reinforcement rib 19 has a height A that is greater than the maximum vertical distance between two facade panels 7, whereby the reinforcement rib 19 is between rail 3 and facade panel 7.

[0043] Como se puede observar en la figura 5 en particular, los detalles 5 para las juntas 6 encajan extensamente alrededor de la nervadura de refuerzo 19, de modo que esta nervadura de refuerzo 19 se puede mover libremente entre los detalles 5 para las juntas 6, al menos sobre una distancia determinada.[0043] As can be seen in Figure 5 in particular, the details 5 for the joints 6 fit widely around the reinforcement rib 19, so that this reinforcement rib 19 can move freely between the details 5 for the joints 6, at least over a certain distance.

[0044] Como se muestra en las figuras 4 y 5, en este caso la construccion esta dispuesta de una pieza de extension 22 que se monta sobre el soporte 11.[0044] As shown in Figures 4 and 5, in this case the construction is arranged of an extension piece 22 that is mounted on the support 11.

Con este fin, esta pieza de extension 22 y el soporte 11 estan provistos de orificios 23 donde los pernos se pueden adherir.To this end, this extension piece 22 and the support 11 are provided with holes 23 where the bolts can be adhered.

Mediante esta pieza de extension 22 se obtiene una superficie de apoyo aumentada para un panel de fachada 7.With this extension piece 22 an enlarged support surface for a facade panel 7 is obtained.

[0045] Como resultado, con un tamano de soporte 11 y varios tamanos de piezas de extension, se pueden soportar muchos espesores diferentes de paneles de fachada.[0045] As a result, with a size of support 11 and several sizes of extension pieces, many different thicknesses of facade panels can be supported.

Asf, no es necesario hacer y mantener una materia prima de un numero de tamanos de los soportes relativamente complejos y, por tanto, costosos 11.Thus, it is not necessary to make and maintain a raw material of a number of relatively complex and therefore expensive sizes of the supports 11.

[0046] La pieza de extension tambien puede actuar parcialmente como un aislante, dependiendo del material del que este hecha.[0046] The extension piece can also act partially as an insulator, depending on the material from which it is made.

[0047] En esta construccion, el peso de los paneles de fachada 7 se transmite directamente a los postes 2 por medio de los soportes 11, sin que este peso se transmita a los postes 2 por medio de los rieles 3.[0047] In this construction, the weight of the facade panels 7 is transmitted directly to the posts 2 by means of the supports 11, without this weight being transmitted to the posts 2 by means of the rails 3.

[0048] La construccion mostrada en las figuras 7 y 8 difiere de la construccion de las figuras 3 a 6 debido a que los perfiles de riel donde estan hechos los rieles 3 no estan construidos con una protuberancia 8.[0048] The construction shown in Figures 7 and 8 differs from the construction of Figures 3 to 6 because the rail profiles where the rails 3 are made are not constructed with a protrusion 8.

[0049] En vez de esto, la seccion profundizada 21 esta construida como una ranura cortada que permite insertar un perfil enroncado conformado de aluminio complementario 24 en ella, donde se pueden agarrar los tornillos con los que se fija el perfil de agarre 17.[0049] Instead, the deepened section 21 is constructed as a cut-out groove that allows the insertion of an enronched profile formed of complementary aluminum 24 therein, where the screws with which the grip profile 17 is fixed can be grasped.

5 Como resultado, se puede usar un aislante plastico tradicional.5 As a result, a traditional plastic insulator can be used.

[0050] Alternativamente, para mejores propiedades de aislamiento, este tambien podrfa ser un perfil enroscado/aislante combinado que este hecho total o parcialmente de plastico.[0050] Alternatively, for better insulation properties, this could also be a combined threaded / insulated profile that is made entirely or partially of plastic.

10 [0051] Como resultado, no es necesario retirar ninguna parte de la protuberancia 8, pero el espacio entre los paneles10 [0051] As a result, it is not necessary to remove any part of the bulge 8, but the space between the panels

de fachada 7 se rellena con un perfil roscado separado 24 sobre la distancia que sea necesaria, lo que facilita hacer los rieles 3 a un tamano de perfiles de riel.The facade 7 is filled with a separate threaded profile 24 over the necessary distance, which makes it easy to make the rails 3 at a size of rail profiles.

[0052] La presente invencion no esta nada limitada a las formas de realizacion descritas como un ejemplo y 15 mostradas en los dibujos, pero un soporte, construccion y muro cortina, segun la invencion, se puede realizar en todo tipo de formas y dimensiones sin alejarse del ambito de la invencion, que se define por las reivindicaciones anexas.[0052] The present invention is not limited to the embodiments described as an example and shown in the drawings, but a support, construction and curtain wall, according to the invention, can be made in all types of shapes and dimensions without move away from the scope of the invention, which is defined by the appended claims.

Claims (11)

55 1010 15fifteen 20twenty 2525 3030 3535 4040 45Four. Five 50fifty REIVINDICACIONES 1. Muro cortina de paneles de fachada (7) colocado en una construccion de postes (2) y rieles (3), por lo cual esta construccion comprende al menos un soporte (11) para este tipo de paneles de fachada (7), por lo cual el soporte (11) comprende un cuerpo (12) para fijar el soporte (11) a un poste (2) y comprende al menos un ala (14) que se extiende oblicuamente para sostener un panel de fachada (7), directamente o de otro modo, por lo cual, el ala (14) dispone de una nervadura de refuerzo (19) frente al plegado vertical y, por lo cual, esta nervadura de refuerzo (19) se extiende en la direccion longitudinal (L) del ala (14) y, por lo cual, esta nervadura de refuerzo (19) se extiende hacia arriba y/o hacia abajo, por lo cual la construccion define una distancia vertical maxima entre dos paneles de fachada que se colocan uno sobre el otro (7), y por lo cual la altura (A) del ala (14) en la ubicacion de la nervadura de refuerzo (19) es mayor que dicha distancia vertical maxima, por lo cual la nervadura de refuerzo (19) del ala (14), vista en la direccion horizontal, esta al menos parcialmente entre el riel (3) y al menos uno de los dos paneles de fachada (7) colocados uno sobre el otro, donde el soporte (11) se fija a un poste (2) y donde un panel de fachada (7) se soporta en la direccion vertical por un poste (2) o postes (2) mediante uno o mas de dicho soporte (11), caracterizado por el hecho de que el panel de fachada (7), en la direccion vertical, no se soporta mediante el riel (3).1. Curtain wall of facade panels (7) placed in a construction of posts (2) and rails (3), whereby this construction comprises at least one support (11) for this type of facade panels (7), whereby the support (11) comprises a body (12) for fixing the support (11) to a post (2) and comprises at least one wing (14) that extends obliquely to support a facade panel (7), directly or otherwise, whereby, the wing (14) has a reinforcement rib (19) in front of the vertical folding and, therefore, this reinforcement rib (19) extends in the longitudinal direction (L) of the wing (14) and, therefore, this reinforcement rib (19) extends up and / or down, whereby the construction defines a maximum vertical distance between two facade panels that are placed one on the other (7), and whereby the height (A) of the wing (14) at the location of the reinforcement rib (19) is greater than said maximum vertical distance, whereby the reinforcement rib (19) of the wing (14), seen in the horizontal direction, is at least partially between the rail (3) and at least one of the two facade panels (7) placed one above the other, where the support (11) is fixed to a post (2) and where a facade panel (7) is supported in the vertical direction by a post (2) or posts (2) by one or more of said support (11), characterized due to the fact that the facade panel (7), in the vertical direction, is not supported by the rail (3). 2. Muro cortina, segun la reivindicacion 1, caracterizado por el hecho de que, visto en la seccion transversal vertical, el ala (14) esta conformada esencialmente en T, por lo cual la nervadura de refuerzo (19) se forma por la cabeza de la T.2. Curtain wall according to claim 1, characterized in that, seen in the vertical cross section, the wing (14) is essentially T-shaped, whereby the reinforcement rib (19) is formed by the head of T. 3. Muro cortina, segun cualquiera de las reivindicaciones precedentes, caracterizado por el hecho de que el soporte se hace principalmente o totalmente de acero o aluminio.3. Curtain wall, according to any of the preceding claims, characterized in that the support is made mainly or entirely of steel or aluminum. 4. Muro cortina, segun cualquiera de las reivindicaciones precedentes, caracterizado por el hecho de que una pieza de extension (22) se proporciona por o se monta sobre el soporte para aumentar el tamano de una superficie de apoyo formada por el soporte (11).4. Curtain wall according to any of the preceding claims, characterized in that an extension piece (22) is provided by or mounted on the support to increase the size of a support surface formed by the support (11) . 5. Muro cortina, segun cualquiera de las reivindicaciones precedentes, caracterizado por el hecho de que el ala (14) se puede mover con respecto al riel (3), por lo cual es posible un movimiento al menos en direccion vertical sobre una distancia minima.5. Curtain wall, according to any of the preceding claims, characterized in that the wing (14) can be moved with respect to the rail (3), whereby movement at least in the vertical direction over a minimum distance is possible . 6. Muro cortina, segun la reivindicacion 5, caracterizado por el hecho de que el riel (3) dispone de un detalle (5) para una junta (6) cerca del borde superior y/o inferior, por lo cual el detalle (5) o los detalles (5) estan al menos parcialmente por encima o por debajo de la nervadura de refuerzo (19).6. Curtain wall according to claim 5, characterized in that the rail (3) has a detail (5) for a joint (6) near the upper and / or lower edge, whereby the detail (5 ) or the details (5) are at least partially above or below the reinforcement rib (19). 7. Muro cortina, segun cualquiera de las reivindicaciones precedentes, caracterizado por el hecho de que el riel (3) esta hecho de aluminio.7. Curtain wall according to any of the preceding claims, characterized in that the rail (3) is made of aluminum. 8. Muro cortina, segun cualquiera de las reivindicaciones precedentes, caracterizado por el hecho de que este tambien comprende un perfil roscado (24), por lo cual el riel (3) y el perfil roscado (24) parcialmente tienen una forma complementaria de modo que el perfil roscado (24) se puede insertar en el riel (3).8. Curtain wall according to any of the preceding claims, characterized in that it also comprises a threaded profile (24), whereby the rail (3) and the threaded profile (24) partially have a complementary shape so that the threaded profile (24) can be inserted into the rail (3). 9. Muro cortina, segun la reivindicacion 8, caracterizado por el hecho de que el perfil roscado (24) esta hecho de plastico y/o aluminio.9. Curtain wall, according to claim 8, characterized in that the threaded profile (24) is made of plastic and / or aluminum. 10. Muro cortina, segun cualquiera de las reivindicaciones precedentes, caracterizado por el hecho de que la nervadura de refuerzo (19) del ala (14), vista en direccion horizontal, esta al menos parcialmente entre el riel (3) y cada uno de los dos paneles de fachada colocados uno sobre el otro (7).10. Curtain wall, according to any of the preceding claims, characterized in that the reinforcement rib (19) of the wing (14), seen in the horizontal direction, is at least partially between the rail (3) and each of the two facade panels placed one above the other (7). 11. Muro cortina, segun cualquiera de las reivindicaciones precedentes, caracterizado por el hecho de que los paneles de fachada (7) son principalmente paneles de vidrio.11. Curtain wall according to any of the preceding claims, characterized in that the facade panels (7) are mainly glass panels.
ES13789472.1T 2012-12-12 2013-10-24 Support and construction for facade panels on a curtain wall and curtain wall Active ES2616453T3 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
BE201200839 2012-12-12
BE2012/0839A BE1021515B1 (en) 2012-12-12 2012-12-12 SUPPORT AND CONSTRUCTION FOR FACADE PANELS IN A FLAX FACADE AND FLAX FACADE
PCT/BE2013/000057 WO2014089643A1 (en) 2012-12-12 2013-10-24 Support and construction for facade panels in a curtain wall and curtain wall

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ES2616453T3 true ES2616453T3 (en) 2017-06-13

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BE (1) BE1021515B1 (en)
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DE202013105585U1 (en) * 2013-12-09 2015-03-10 SCHÜCO International KG Post and beam construction
CN107882226A (en) * 2017-10-27 2018-04-06 上海市建筑装饰工程集团有限公司 The construction method of steel construction bearing frame
CN115520349A (en) * 2022-10-10 2022-12-27 上海外高桥造船有限公司 Cruise ship canopy track installation auxiliary device and cruise ship canopy track installation method

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US4428171A (en) * 1982-03-12 1984-01-31 Atlantic Richfield Company Thermal storefront system
DE19606906C2 (en) * 1996-02-13 1999-04-15 Mannesmann Ag Facade system for vertical, diagonal and horizontal cladding of buildings
DE19854203C2 (en) * 1998-11-24 2002-04-25 Lanco Lange Fenster Fassaden Mullion / transom facade for a building
DE29912697U1 (en) 1999-07-19 1999-09-09 Mannesmann AG, 40213 Düsseldorf Cladding system for facades and roofs of buildings
BE1015425A6 (en) * 2003-03-21 2005-03-01 Reynaers Aluminium Nv IMPROVED SUPPORT FOR cladding panels of a curtain wall.

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EP2931992B1 (en) 2016-12-21
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PL2931992T3 (en) 2017-06-30
WO2014089643A1 (en) 2014-06-19

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