ES2616431T3 - Connecting element - Google Patents
Connecting element Download PDFInfo
- Publication number
- ES2616431T3 ES2616431T3 ES11190321.7T ES11190321T ES2616431T3 ES 2616431 T3 ES2616431 T3 ES 2616431T3 ES 11190321 T ES11190321 T ES 11190321T ES 2616431 T3 ES2616431 T3 ES 2616431T3
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- ES
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- Prior art keywords
- pillar
- profile
- rail
- union
- joint
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- 238000010276 construction Methods 0.000 claims abstract description 46
- 230000008878 coupling Effects 0.000 claims abstract description 3
- 238000010168 coupling process Methods 0.000 claims abstract description 3
- 238000005859 coupling reaction Methods 0.000 claims abstract description 3
- 239000012634 fragment Substances 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 230000007547 defect Effects 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
- E04B2/7459—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling with telescoping posts to compensate for floor or ceiling irregularities
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2466—Details of the elongated load-supporting parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Revetment (AREA)
- Finishing Walls (AREA)
Abstract
Elemento de unión, preferentemente para su uso en la construcción en seco para formar uniones de pilar y travesaño, comprendiendo el elemento de unión (2) esencialmente un riel con perfil C (3), estando dimensionado el riel con perfil C (3) del elemento de unión (2) de tal modo que forma con el perfil C convencional de un pilar (1) y/o de un travesaño (13) un ajuste de apriete, pudiéndose deslizar o encajar por arrastre de forma el elemento de unión (2) como un manguito de encaje sobre el riel con perfil C de un pilar (1) o de un travesaño (13), y estando abierto un lado frontal del riel con perfil C (3) del elemento de unión (2), caracterizado por que el otro lado frontal del riel con perfil C (3) del elemento de unión (2) está cerrado con una chapa de cierre plana (5), correspondiéndose la anchura de la chapa de cierre (5) con la del riel con perfil C (3) del elemento de unión (2), pero formando la chapa de cierre (5) en su dirección longitudinal un saliente (6) por encima del lado abierto del riel con perfil C (3) del elemento de unión (2), proporcionando el ajuste de apriete a modo de montaje previo una primera fijación provisional de un pilar (1) y/o una unión de pilar/travesaño, antes de que, por medio de taladros de unión (11) en una placa de base (10) del elemento de unión (2) o taladros pasantes (7, 7') en la chapa de cierre (5) del elemento de unión (2), pueda fijarse el elemento de unión (2) en su posición relativa al perfil C del pilar (1) o del travesaño (13) y, con ello, el pilar (1) y/o la unión de pilar/travesaño puedan fijarse en la posición de destino pretendida en cada caso, formando la chapa de cierre (5) un elemento de base cuando el elemento de unión (2) se encaja sobre el pilar (1) por el lado inferior y un apoyo cuando el elemento de unión (2) se encaja sobre el pilar (1) por el lado superior.Binding element, preferably for use in dry construction to form pillar and crossbar joints, the joining element (2) essentially comprising a rail with C profile (3), the rail with C profile (3) being sized connecting element (2) in such a way that it forms with the conventional C profile of a pillar (1) and / or of a crossbar (13) a tightening adjustment, the joining element (2) being able to slide or fit by dragging ) as a coupling sleeve on the rail with profile C of a pillar (1) or a crossbar (13), and a front side of the rail with profile C (3) of the connecting element (2) being open, characterized by that the other front side of the rail with profile C (3) of the connecting element (2) is closed with a flat closing plate (5), the width of the closing sheet (5) corresponding to that of the rail with profile C (3) of the connecting element (2), but forming the closing plate (5) in its longitudinal direction a projection (6) by in top of the open side of the rail with profile C (3) of the connecting element (2), providing the tightening adjustment by way of prior assembly a first provisional fixation of a pillar (1) and / or a pillar / crossbar joint, before, by means of connecting holes (11) in a base plate (10) of the connecting element (2) or through holes (7, 7 ') in the closing plate (5) of the connecting element ( 2), the connecting element (2) can be fixed in its position relative to the profile C of the pillar (1) or the crossbar (13) and, thereby, the pillar (1) and / or the pillar / crossbar joint can be fixed in the intended position of destination in each case, the closing plate (5) forming a base element when the connecting element (2) fits on the pillar (1) by the lower side and a support when the element of junction (2) fits over the pillar (1) from the upper side.
Description
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DESCRIPCIONDESCRIPTION
Elemento de unionUnion element
La invencion se refiere a un elemento de union, preferentemente para su uso en la construccion en seco para formar uniones de pilar y travesano, comprendiendo el elemento de union esencialmente un riel con perfil C, estando dimensionado el riel con perfil C del elemento de union de tal modo que forma con el perfil C convencional de un pilar y/o un travesano un ajuste de apriete, pudiendose deslizar o encajar por arrastre de forma el elemento de union como un manguito de encaje sobre el riel con perfil C de un pilar o de un travesano, y estando abierto a este respecto un lado frontal del riel con perfil C del elemento de union.The invention relates to a joint element, preferably for use in dry construction to form pillar and crossbar joints, the joint element comprising essentially a rail with C profile, the rail with C profile of the joint element being sized in such a way that with the conventional profile C of a pillar and / or a crossbar a tightening adjustment, the joint element being able to slide or fit by drag as a socket sleeve on the rail with profile C of a pillar or of a crossbar, and a front side of the rail with profile C of the connecting element being open in this respect.
Ya se conoce un elemento de union de este tipo por el documento GB 2 084 62 9. Por este documento se conoce ya una viga de apoyo regulable en altura que comprende un perfil C sobre el que se puede colocar un elemento de union que tambien esta formado como perfil C de tal manera que, por un lado, este esta montado de manera desplazable en longitud a modo de prolongation telescopica de la viga de apoyo y, por otro lado, los dos perfiles C estan dimensionados de tal modo que se forma una resistencia friccional en la zona de las paredes colindantes entre si de los perfiles C implicados en la union, de tal modo que se produce una primera fijacion provisional de los dos perfiles C en su correspondiente position relativa.A joint element of this type is already known from GB 2 084 62 9. This document already knows a height adjustable support beam comprising a C profile on which a joint element can also be placed which is also formed as profile C in such a way that, on the one hand, it is movably mounted in length as a telescopic extension of the support beam and, on the other hand, the two profiles C are sized such that a frictional resistance in the area of the walls adjacent to each other of the profiles C involved in the joint, such that a first provisional fixation of the two profiles C occurs in their corresponding relative position.
Por lo demas, por la patente estadounidense US 2.796.158 ya es conocido un dispositivo para la construccion de una construccion mural, en particular de tabiques divisorios, en los que tambien estan montados dos perfiles C de manera desplazable en longitud uno contra otro, pudiendose fijar en su correspondiente posicion relativa uno con otro los dos perfiles longitudinales por medio de ranuras que se solapan en la posicion de ensamblaje por medio de una union de tornillo y tuerca que atraviesa ambas ranuras.Moreover, by US Patent 2,796,158 a device for the construction of a wall construction is already known, in particular of partition walls, in which two C profiles are also mounted in a movable way in length against each other, being able to fix the two longitudinal profiles in their corresponding relative position with one another by means of grooves that overlap in the assembly position by means of a screw and nut union that crosses both grooves.
Los objetos de ambos documentos de oposicion requieren elementos adicionales para unirse con una construccion de marco, por ejemplo, para la creation de una estructura portante.The objects of both opposition documents require additional elements to join with a frame construction, for example, for the creation of a supporting structure.
Por el documento US 6.100 19.430 tambien se conoce ya la creacion de una viga de apoyo regulable en longitud en la que sobre el perfil C de una viga de apoyo se desliza otro perfil C a modo de un elemento de prolongacion.From US 6,100 19,430, the creation of a length adjustable support beam is also known in which another profile C slides over the profile C of a support beam as an extension element.
Un elemento de union similar para formar una union de pilar-travesano en la construccion en seco se conoce ya por el documento US 3 492 766 A.A similar joint element for forming a pillar-traverse joint in dry construction is already known from US 3 492 766 A.
La construccion en seco se distingue frente al modo de construccion tradicional por que en ella no se utilizan materiales de construccion con contenido en agua, como hormigon o yeso, para la construccion de elementos de construccion y, debido a ello, se puede prescindir de los tiempos habituales de secado. En este contexto, se crean estructuras espaciales, muros, pero tambien construcciones exteriores, mediante el ensamblaje de productos industriales semielaborados. La manera de construir en seco es en general mas rapida y, muchas veces, mas economica que la creacion de construcciones con mamposterla tradicional. Construcciones en seco se emplean en particular para instalar en grandes estructuras espaciales sistemas de espacio dentro de espacio como, por ejemplo, tabiques divisorios, pero tambien construcciones completas de oficinas o estudios o celdas sanitarias, bien desde el principio o bien con posterioridad. Las celdas espaciales creadas de esta manera por medio de construccion en seco pueden estar formadas en uno o dos pisos y se construyen como estructuras autoportantes. Dado que por regla general no deben cumplir funciones portantes en un edificio, no estan sometidas a cargas equivalentes a las de otras estructuras de edification. Por supuesto, en el marco de la construccion en seco tambien son concebibles construcciones mixtas, es decir, construcciones que se basan tanto en mamposterla tradicional como en componentes de construccion en seco.Dry construction is distinguished from the traditional construction mode because it does not use construction materials with water content, such as concrete or plaster, for the construction of construction elements and, because of this, you can do without usual drying times. In this context, space structures, walls, but also exterior constructions are created, by assembling semi-finished industrial products. The way to build dry is generally faster and, many times, cheaper than the creation of traditional masonry constructions. Dry constructions are used in particular to install space systems within large space structures, such as partition walls, but also complete office or study buildings or sanitary cells, either from the beginning or later. Space cells created in this way by means of dry construction can be formed on one or two floors and are constructed as self-supporting structures. Since, as a general rule, they must not carry out supporting functions in a building, they are not subject to loads equivalent to those of other building structures. Of course, in the framework of dry construction, mixed constructions are also conceivable, that is, constructions based on both traditional masonry and dry construction components.
En las construcciones ya mencionadas de espacio dentro de espacio, sin embargo, se da el problema de que la estructura de construccion en seco debe integrarse en estructuras espaciales ya existentes. A este respecto, en una estructura de construccion en seco de este tipo a menudo deben aceptarse como dados defectos de construccion preexistentes como, por ejemplo, irregularidades en la base de instalacion, paredes o construcciones de techo torcidas, e integrarse la estructura de construccion en seco, por decirlo asl, en las construcciones preexistentes. Esto exige habitualmente laboriosas construcciones especiales en la construccion en seco o grandes reelaboraciones, casi siempre no deseadas, de la edificacion preexistente. Dado que, sin embargo, el sentido y el objetivo del empleo de estructuras de construccion en seco es concebir soluciones lo mas rapido y economicamente posible, esto debe evitarse en la medida de lo posible.In the aforementioned constructions of space within space, however, there is the problem that the dry construction structure must be integrated into existing spatial structures. In this regard, in a dry construction structure of this type, pre-existing construction defects, such as irregularities in the installation base, crooked walls or roof constructions, must often be accepted as given, and the construction structure integrated into dry, as it were, in pre-existing constructions. This usually requires laborious special constructions in dry construction or large reworkings, almost always unwanted, of the pre-existing building. Since, however, the sense and purpose of the use of dry construction structures is to devise solutions as quickly and economically as possible, this should be avoided as much as possible.
Por tanto, la invencion se basa en el objetivo de crear un elemento de union que permita, tambien en el caso de irregularidades preexistentes en la base de instalacion o en las paredes colindantes, sin cambios en la estructura de construccion en seco en si, poder efectuar correspondientes nivelaciones y ajustes en el lugar de una manera sencilla.Therefore, the invention is based on the objective of creating a joint element that allows, also in the case of pre-existing irregularities in the installation base or in the adjoining walls, without changes in the dry construction structure itself, to be able to make corresponding leveling and adjustments in place in a simple way.
La resolution para este objetivo se logra mediante el empleo de un elemento de union con las caracterlsticas de la revindication principal. Configuraciones ventajosas del elemento de union pueden inferirse de las reivindicacionesThe resolution for this objective is achieved through the use of a union element with the characteristics of the main revindication. Advantageous configurations of the joint element can be inferred from the claims.
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dependientes 2 a 5.Dependents 2 to 5.
El elemento de union comprende esencialmente un riel con perfil C con un lado frontal abierto y un lado frontal cerrado. El lado frontal cerrado se forma con una chapa de cierre plana que sobrepasa el elemento de riel con perfil C por el lado abierto mediante un saliente, correspondiendose por lo demas la chapa de cierre en su anchura con la anchura del riel con perfil C del elemento de union. El riel con perfil C esta dimensionado de tal modo que puede deslizarse sobre un perfil C convencional como un manguito de encaje para formar un pilar o un travesano dentro de una estructura de construccion en seco. La profundidad maxima de deslizamiento del elemento de union esta limitada, a este respecto, por la chapa de cierre del elemento de union dispuesta en el lado frontal opuesto al lado abierto del riel con perfil C. El elemento de union, as! pues, puede disponerse de manera libremente desplazable en el espacio intermedio entre una profundidad de encaje minima, que es necesaria para la correcta union entre el elemento de union y el pilar o travesano correspondiente en cada caso, y el tope formado por la chapa de cierre de tope y, asl, procurar una prolongacion o un acortamiento en progresion continua del correspondiente pilar o del travesano en cuestion.The joint element essentially comprises a rail with a C profile with an open front side and a closed front side. The closed front side is formed with a flat closing plate that exceeds the rail element with profile C on the open side by means of a projection, the closing plate corresponding in its width corresponding to the width of the rail with profile C of the element of Union. The rail with profile C is sized in such a way that it can slide over a conventional profile C such as a coupling sleeve to form a pillar or crossbar within a dry construction structure. The maximum sliding depth of the connecting element is limited, in this respect, by the closing plate of the joining element arranged on the opposite side opposite the open side of the rail with profile C. The joining element, as! therefore, it can be arranged freely movable in the intermediate space between a minimum fitting depth, which is necessary for the correct connection between the joint element and the corresponding crossbar or crossbar in each case, and the stop formed by the closing plate of stop and, thus, to try a prolongation or a shortening in continuous progression of the corresponding pillar or of the crossing in question.
El elemento de union puede deslizarse en la posicion de montaje desde abajo sobre un pilar instalado de manera al menos aproximadamente vertical, de tal modo que la chapa de cierre representa, por decirlo asl, una placa de base del pilar. En el caso de que todos los pilares verticales de una construccion espacial correspondiente sean provistos correspondientemente con elementos de union, pueden compensarse irregularidades locales de la superficie de instalacion, de la construccion espacial, mediante el correspondiente posicionamiento de los elementos de union en relacion con los pilares verticales de la construccion espacial.The joint element can slide in the mounting position from below on a pillar installed at least approximately vertically, such that the closing plate represents, as it were, a pillar base plate. In the event that all vertical pillars of a corresponding spatial construction are correspondingly provided with joining elements, local irregularities of the installation surface, of the spatial construction, can be compensated by the corresponding positioning of the joining elements in relation to the vertical pillars of space construction.
Los elementos de union pueden colocarse alternativamente tambien por el lado superior sobre los pilares, montados de manera al menos aproximadamente vertical, de una estructura de construccion y, asl, procurar por el lado superior una compensacion de las diferencias de longitud de los pilares, de tal modo que los apoyos para los travesanos que han de unirse a los pilares e instalarse en posicion de montaje al menos esencialmente horizontal se disponen a la misma altura.The joining elements can alternatively also be placed on the upper side on the pillars, mounted at least approximately vertically, of a construction structure and, thus, ensure on the upper side a compensation for the differences in the length of the pillars, of such that the supports for the crossbars that are to be attached to the pillars and installed in at least essentially horizontal mounting position are arranged at the same height.
En una configuracion ventajosa, los rieles con perfil C y/o la chapa de cierre estan provistos de taladros pasantes, de tal modo que el elemento de union en su respectiva posicion de deslizamiento en relacion con el correspondiente travesano o el correspondiente pilar puede fijarse, por ejemplo, mediante la formacion de una sencilla union atornillada.In an advantageous configuration, the rails with profile C and / or the closing plate are provided with through holes, such that the joint element in its respective sliding position in relation to the corresponding crossbar or the corresponding pillar can be fixed, for example, by forming a simple bolted joint.
En un perfeccionamiento nuevamente ventajoso, los taladros pasantes estan dispuestos en cada caso por parejas a una distancia entre ellos, de tal modo que en cada caso puede crearse una union doble, por ejemplo, mediante la formacion de una sencilla union atornillada y asi se asegura una mejor fijacion del elemento de union en la posicion relativa deseada en cada caso con respecto al travesano en cuestion o el pilar en cuestion.In a further advantageous improvement, the through holes are arranged in each case in pairs at a distance between them, so that in each case a double joint can be created, for example, by forming a simple screwed joint and thus ensures a better fixation of the union element in the desired relative position in each case with respect to the crossbar in question or the pillar in question.
A continuacion, se explica con mas detalle la invencion con ayuda de un ejemplo de realizacion representado en el dibujo solo esquematicamente.Next, the invention is explained in more detail with the help of an exemplary embodiment shown in the drawing only schematically.
Muestran:They show:
la Figura 1 la Figura 2 la Figura 3Figure 1 Figure 2 Figure 3
la Figura 4 la Figura 5 la Figura 6 la Figura 7Figure 4 Figure 5 Figure 6 Figure 7
un elemento de union colocado sobre un pilar en una representacion en perspectiva,a union element placed on a pillar in a perspective representation,
un elemento de union de acuerdo con la figura 1, solo, en una vista posterior en perspectiva,a joint element according to figure 1, alone, in a rear perspective view,
una construccion espacial con el modo de construccion en seco con pilares y travesanos utilizando los elementos de union mostrados en las figuras 1 y 2 en una vista en perspectiva,a spatial construction with the dry construction mode with pillars and crossbars using the joining elements shown in figures 1 and 2 in a perspective view,
un fragmento indicado con IV en la figura 3,a fragment indicated with IV in figure 3,
un fragmento indicado con V en la figura 3,a fragment indicated with V in figure 3,
un fragmento indicado con VI en la figura 3,a fragment indicated with VI in figure 3,
un fragmento indicado con VII en la figura 3.a fragment indicated with VII in figure 3.
La figura 1 muestra en vista en perspectiva un pilar 1 representado en una posicion de montaje vertical sobre el que esta encajado por arrastre de forma un elemento de union 2 a modo de un adaptador. El elemento de union 2 consiste por su parte en un riel con perfil C 3 que esta dimensionado de tal manera que puede encajarse o deslizarse por arrastre de forma formando un ajuste a presion sobre el pilar 1, que tambien esta formado como un riel con perfil C. El riel con perfil C 3 tiene un lado frontal abierto, que marca una abertura de encaje 4, del elemento de union 2. El lado frontal del elemento de union 2 opuesto a la abertura de encaje 4 esta cerrado por medio de una chapa de cierre plana 5. La chapa de cierre 5 forma de esta manera un lado frontal cerrado del elemento de union 2. A este respecto, la anchura de la chapa de cierre 5 se corresponde con la anchura del riel con perfil C 3 delFigure 1 shows in perspective view a pillar 1 represented in a vertical mounting position on which it is fitted by drag forming a connecting element 2 as an adapter. The joining element 2 consists, in turn, of a rail with a C 3 profile that is sized in such a way that it can be fitted or sliding by drag forming a snap fit on the pillar 1, which is also formed as a rail with a profile C. The rail with profile C 3 has an open front side, which marks a socket opening 4, of the joint element 2. The front side of the joint element 2 opposite the socket opening 4 is closed by means of a sheet flat closing 5. The closing plate 5 thus forms a closed front side of the connecting element 2. In this respect, the width of the closing plate 5 corresponds to the width of the rail with profile C 3 of the
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elemento de union 2. En direccion longitudinal, la chapa de cierre 5 sobrepasa el lado abierto del elemento de union 2 con un saliente 6. La chapa de cierre 5, como puede verse en la figura 1, esta provista de dos taladros pasantes 7, 7' contiguos.connection element 2. In the longitudinal direction, the closing plate 5 exceeds the open side of the connection element 2 with a projection 6. The closing plate 5, as can be seen in figure 1, is provided with two through holes 7, 7 'contiguous.
En la figura 2 esta representado tambien en una representacion en perspectiva, pero en una vista posterior, de nuevo el elemento de union 2 mostrado en la figura 1. Como puede verse en esta representacion, tambien la placa de base 10 del riel con perfil C 3 del elemento de union 2 esta provista de taladros de union 11. Por medio de los taladros de union 11, el riel con perfil C 3 del elemento de union 2 puede unirse, por ejemplo, con un pilar 1 vertical tal como se representa en la figura 1, por ejemplo, mediante una union atornillada, aqul ya no representada, y as! fijarse el elemento de union 2 en su posicion relativa con respecto al pilar 1, pero tambien, por ejemplo, con respecto a un travesano.In figure 2 it is also represented in a perspective representation, but in a rear view, again the joint element 2 shown in figure 1. As can be seen in this representation, also the base plate 10 of the rail with profile C 3 of the union element 2 is provided with union holes 11. By means of the union holes 11, the rail with profile C 3 of the union element 2 can be joined, for example, with a vertical pillar 1 as shown in Figure 1, for example, by means of a bolted joint, which is no longer represented, and so! fix the connecting element 2 in its relative position with respect to the pillar 1, but also, for example, with respect to a crossbar.
La figura 3 muestra en representacion en perspectiva un fragmento de una construccion espacial que esta creada al estilo de construccion en seco mediante la formacion de uniones pilar/travesano en si ya conocidas, es decir, a modo de entramado por medio de la union de correspondientes elementos de riel con perfil C. La construccion espacial 12 consiste, de acuerdo con la representacion de la figura 3, en pilares 1 montados verticalmente y travesanos 13 montados horizontalmente. A este respecto, tanto en la instalacion de los pilares 1 sobre una placa de base, aqul ya no representada, como para la union de los pilares 1 y travesanos 13, se emplean en cada caso elementos de union 2 en una funcion que aun debe explicarse de acuerdo con las vistas de detalle, tal como se representan en las figuras 4 a 7.Figure 3 shows in perspective representation a fragment of a spatial construction that is created in the style of dry construction by means of the formation of pillar / traverse joints known per se, that is, as a framework by means of the union of corresponding rail elements with profile C. The spatial construction 12 consists, according to the representation of figure 3, in vertically mounted pillars 1 and horizontally mounted crossbars 13. In this regard, both in the installation of the pillars 1 on a base plate, which is no longer represented here, as well as for the union of the pillars 1 and crossbars 13, union elements 2 are used in each case in a function that still must explained in accordance with the detailed views, as shown in Figures 4 to 7.
La figura 4 muestra en una representacion de detalle como se encaja por debajo sobre un pilar 1 un elemento de union 2. A este respecto, la chapa de cierre 5, tal como se ve en la figura 4, forma por decirlo as! el elemento de base de la construccion espacial 12 mostrada en la figura 3. Por medio del posicionamiento relativo del elemento de union 2 respecto al pilar 1 y su fijacion mediante taladros de union 11 en esta posicion, la longitud del pilar 1 puede nivelarse de tal modo que las uniones de pilar/travesano, por ejemplo de acuerdo con las figuras 5 y 6, tal como se representa en la figura 3, estan todas dispuestas a igual altura y, por tanto, los travesanos 13 estan montados en cada caso horizontalmente de manera correcta.Figure 4 shows in a detailed representation how a connecting element 2 fits under a pillar 1. In this respect, the closing plate 5, as seen in Figure 4, forms so to speak! the base element of the spatial construction 12 shown in figure 3. By means of the relative positioning of the joint element 2 with respect to the pillar 1 and its fixation by means of union holes 11 in this position, the length of the pillar 1 can be leveled out of such so that the pillar / traverse joints, for example according to figures 5 and 6, as shown in figure 3, are all arranged at the same height and, therefore, the cross members 13 are mounted horizontally in each case. right way.
De acuerdo con la representacion de detalle de la figura 5, el elemento de union 2 esta encajado por arriba sobre un pilar 1 de tal modo que la chapa de cierre 5 superior del elemento de union 2 representa el apoyo para la union de esquina formada por los pilares 13. A este respecto, los pilares 13 pueden unirse mediante taladros pasantes, 7, 7' con la chapa de cierre 5, ya no indicada en la figura 5, para formar una union y entre si para crear un apoyo.According to the detailed representation of Figure 5, the joint element 2 is fitted above a pillar 1 such that the upper closing plate 5 of the joint element 2 represents the support for the corner joint formed by the pillars 13. In this regard, the pillars 13 can be joined by through holes, 7, 7 'with the closing plate 5, no longer indicated in Figure 5, to form a joint and to each other to create a support.
De acuerdo con la representacion de detalle de la figura 6, el saliente de la chapa de cierre 5 sobre el lado abierto del riel con perfil C 3 del elemento de union 2 tambien puede emplearse para formar una union T consistente en tres travesanos 13 ensamblados entre si y para formar un apoyo para esa union T. Tambien en este caso el posicionamiento relativo del elemento de union 2 y su correspondiente fijacion en esta posicion relativa al pilar 1 determina la altura de apoyo correspondiente para la union T representada en la figura 6.According to the detailed representation of Figure 6, the projection of the closure plate 5 on the open side of the rail with profile C 3 of the joint element 2 can also be used to form a joint T consisting of three cross members 13 assembled between yes and to form a support for that union T. Also in this case the relative positioning of the union element 2 and its corresponding fixation in this position relative to the pillar 1 determines the corresponding support height for the union T represented in Figure 6.
De la representacion de detalle de la figura 7 se infiere que los correspondientes elementos de union 2 tambien pueden emplearse cuando se forma un pilar doble con dos elementos de perfil C. En este caso, sobre cada pilar 1, 1' se coloca un elemento de union 2, 2' por arrastre de forma, formando las chapas de cierre 5, aqul ya no representadas, de los elementos de union 2, 2' en cada caso los elementos de pie de los pilares dobles formados por los dos pilares 1, 1', de tal manera que un correspondiente pilar doble tambien puede nivelarse en su altura mediante el empleo de los elementos de union 2.From the detailed representation of figure 7 it is inferred that the corresponding joining elements 2 can also be used when a double pillar is formed with two profile elements C. In this case, on each pillar 1, 1 'an element of union 2, 2 'by dragging, forming the closing plates 5, here no longer represented, of the joining elements 2, 2' in each case the foot elements of the double pillars formed by the two pillars 1, 1 ', in such a way that a corresponding double pillar can also be leveled in height by using the joining elements 2.
Anteriormente se ha descrito, por tanto, un elemento de union que facilita la construccion y la composicion de construcciones espaciales 12, en particular las que deben ser integradas en construcciones espaciales preexistentes, de tal manera que mediante los elementos de union 2 se posibilita una union mas facil de los pilares 1 y travesanos 13 empleados en este contexto y, a este respecto, pueden compensarse sin problema irregularidades preexistentes u otros defectos de construccion.Previously, a union element that facilitates the construction and composition of space constructions 12, in particular those that must be integrated into pre-existing spatial constructions, has been described above, such that by means of the union elements 2 a union is possible easier of the pillars 1 and crossbars 13 used in this context and, in this regard, pre-existing irregularities or other construction defects can be compensated without problem.
Lista de referenciasReference List
1 pilar1 pillar
2 elemento de union2 union element
3 riel con perfil C3 rail with C profile
4 abertura de encaje4 lace opening
5 chapa de cierre5 closing plate
6 saliente6 outgoing
7, 7' taladro pasante7, 7 'through hole
10 placa de base10 base plate
11 taladro de union11 union drill
12 construccion espacial12 space construction
13 travesano13 traverse
Claims (5)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE202011000119U | 2011-01-17 | ||
| DE202011000119U DE202011000119U1 (en) | 2011-01-17 | 2011-01-17 | connecting element |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| ES2616431T3 true ES2616431T3 (en) | 2017-06-13 |
Family
ID=44312706
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES11190321.7T Active ES2616431T3 (en) | 2011-01-17 | 2011-11-23 | Connecting element |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP2476811B1 (en) |
| DE (1) | DE202011000119U1 (en) |
| DK (1) | DK2476811T3 (en) |
| ES (1) | ES2616431T3 (en) |
| PL (1) | PL2476811T3 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202013103509U1 (en) | 2013-08-05 | 2013-11-14 | Curt Würstl Vermögensverwaltungs-GmbH & Co. KG | Changeable child seat |
| DE102013108425B4 (en) | 2013-08-05 | 2016-08-18 | Curt Würstl Vermögensverwaltungs-GmbH & Co. KG | Relocatable child seat |
| US10246869B1 (en) * | 2018-02-28 | 2019-04-02 | Elevate Structure Inc. | Construction assembly and method for making and using the same |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2796158A (en) * | 1947-10-22 | 1957-06-18 | Johns Manville | Wall assembly |
| US3492766A (en) * | 1968-05-09 | 1970-02-03 | Mccloskey Grant Corp | Adjustable stud |
| US4397127A (en) * | 1980-09-22 | 1983-08-09 | Donn, Incorporated | Extendable stud for partition walls or the like |
| US6119430A (en) * | 1998-09-25 | 2000-09-19 | Nicholls; J. Robert | Method and apparatus for an adjustable building stud |
-
2011
- 2011-01-17 DE DE202011000119U patent/DE202011000119U1/en not_active Expired - Lifetime
- 2011-11-23 DK DK11190321.7T patent/DK2476811T3/en active
- 2011-11-23 PL PL11190321T patent/PL2476811T3/en unknown
- 2011-11-23 EP EP11190321.7A patent/EP2476811B1/en active Active
- 2011-11-23 ES ES11190321.7T patent/ES2616431T3/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| PL2476811T3 (en) | 2017-07-31 |
| EP2476811A2 (en) | 2012-07-18 |
| EP2476811A3 (en) | 2014-09-24 |
| EP2476811B1 (en) | 2017-01-11 |
| DE202011000119U1 (en) | 2011-06-01 |
| DK2476811T3 (en) | 2017-04-10 |
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