ES2247221T3 - CONNECTION HEAD FOR CELOSIA BEAMS FOR MOBILE CONSTRUCTION PRODUCTION. - Google Patents
CONNECTION HEAD FOR CELOSIA BEAMS FOR MOBILE CONSTRUCTION PRODUCTION.Info
- Publication number
- ES2247221T3 ES2247221T3 ES02011009T ES02011009T ES2247221T3 ES 2247221 T3 ES2247221 T3 ES 2247221T3 ES 02011009 T ES02011009 T ES 02011009T ES 02011009 T ES02011009 T ES 02011009T ES 2247221 T3 ES2247221 T3 ES 2247221T3
- Authority
- ES
- Spain
- Prior art keywords
- lattice
- grooves
- beams
- head according
- connection head
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H1/1272—Exhibition stands
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/38—Arched girders or portal frames
- E04C3/40—Arched girders or portal frames of metal
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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
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B1/1909—Connecting nodes specially adapted therefor with central cylindrical connecting element
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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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1927—Struts specially adapted therefor of essentially circular cross section
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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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1933—Struts specially adapted therefor of polygonal, e.g. square, cross section
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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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1936—Winged profiles, e.g. with a L-, T-, U- or X-shaped cross section
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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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1951—Struts specially adapted therefor uninterrupted struts situated in the outer planes of the framework
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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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1954—Struts specially adapted therefor uninterrupted struts connecting alternately with the outer planes of the framework, e.g. zig-zagging struts
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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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1957—Details of connections between nodes and struts
- E04B2001/196—Screw connections with axis parallel to the main axis of the strut
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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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1957—Details of connections between nodes and struts
- E04B2001/1966—Formlocking connections other than screw connections
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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
- E04B1/19—Three-dimensional framework structures
- E04B2001/199—Details of roofs, floors or walls supported by the framework
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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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1993—Details of framework supporting structure, e.g. posts or walls
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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
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
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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
- E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0495—Truss like structures composed of separate truss elements the truss elements being located in several non-parallel surfaces
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
- Bridges Or Land Bridges (AREA)
- Food-Manufacturing Devices (AREA)
- Incineration Of Waste (AREA)
- Superconductors And Manufacturing Methods Therefor (AREA)
Abstract
Description
Cabeza de conexión para vigas de celosía para la producción de construcciones móviles.Connecting head for lattice beams for mobile construction production.
La presente invención se refiere a una cabeza de conexión para viga de celosía para la producción de componentes móviles, particularmente de puestos de ferias y exposiciones, que consta de un segmento de tubo con ranuras que discurren axialmente distribuidas en la periferia para enganchar elementos de tensado de travesaños.The present invention relates to a head of lattice beam connection for component production mobile phones, particularly at trade fair and exhibition stands, which It consists of a tube segment with axially running grooves distributed on the periphery to engage tensioning elements of crossbars
En la construcción, se utilizan vigas de celosía para la producción de sobrecubiertas o de los pescantes de grúas de construcción o similares. Dichas vigas de celosía constan en general de perfiles de acero que están soldados o remachados con la estructura de celosía y con vigas adicionales. Dichas vigas de celosía resultan adecuadas a causa de su peso, pero, por este motivo, no lo son para la producción de construcciones móviles, en particular puestos de ferias y exposiciones, porque su montaje y desmontaje son demasiado laboriosos.In construction, lattice beams are used for the production of dust jackets or crane davit Construction or similar. Said lattice beams consist of general steel profiles that are welded or riveted with the lattice structure and with additional beams. These beams of Lattice are suitable because of its weight, but, because of this reason, they are not for the production of mobile constructions, in particular stands of fairs and exhibitions, because its assembly and Dismantling are too laborious.
Sin embargo, para la producción de tales puestos de ferias y exposiciones se conocen también sistemas de construcción en los que se utilizan columnas de soporte octogonales con ranuras que se extienden longitudinalmente, en las que, con ayuda de tensores adecuados, pueden insertarse travesaños de forma muy fácil y rápida, pero también muy estable (Sistema Octanorm de Octanorm Vertriebs-GmbH für Bauelemente de Filderstadt). Dichos sistemas resultan adecuados para tales envergaduras. En general, tales sistemas no son adecuados sin más medidas para la sobrecubierta de construcciones móviles montables y desmontables rápidamente ni para grandes construcciones de techo en voladizo. En este caso, se prevén sistemas de entramado utilizando nudos de unión (EP 0 393 090 B1) en los que pueden engancharse extremos de barras provistos de engrosamientos.However, for the production of such positions fairs and exhibitions are also known systems of construction in which octagonal support columns are used with longitudinally extending grooves, in which, with with the help of suitable tensioners, cross members can be inserted very easy and fast, but also very stable (Octanorm System of Octanorm Vertriebs-GmbH für Bauelemente de Filderstadt). Such systems are suitable for such wingspan In general, such systems are not suitable without further measures for the dust jacket of movable movable constructions and Quickly removable even for large roof constructions in cantilever In this case, framework systems are planned using junction nodes (EP 0 393 090 B1) where they can be attached bar ends provided with thickening.
Sin embargo, dado que la utilización de vigas de celosía es interesante también para la construcción de ferias y exposiciones para puentear vanos más grandes o también como elemento decorativo, si bien aquí es necesaria, una posibilidad sencilla de aplicación a los puntos de unión, la presente invención se basa en el problema de configurar una cabeza de conexión del tipo citado al principio de forma que ésta se pueda utilizar como complemento de sistemas de construcción de ferias existentes y sea adecuada para hacer posibles efectos estéticos especiales.However, since the use of beams latticework is also interesting for the construction of fairs and exhibitions to bypass larger openings or also as decorative element, although here it is necessary, a possibility simple to apply to the junction points, the present invention it is based on the problem of configuring a connection head of the type quoted at the beginning so that it can be used as complement of existing fairs construction systems and be suitable to make possible special aesthetic effects.
Para solucionar este problema se prevé en una cabeza de conexión del tipo citado anteriormente las particularidades caracterizantes de la reivindicación 1.To solve this problem, it is foreseen in a connection head of the type mentioned above characterizing features of claim 1.
Debido a esta configuración, se posibilita de forma sencilla disponer vigas de celosía transversalmente a columnas de soporte conocidas que están provistas de la cabeza de conexión.Due to this configuration, it is possible to simple way to arrange lattice beams transversely to known support columns that are provided with the head of Connection.
Así, pueden disponerse en las vigas de celosía, por ejemplo, placas triangulares con unos medios de acoplamiento para su conexión a la cabeza de conexión. Los medios de acoplamiento pueden constar, en una primera configuración, de dos pernos roscados guiados con nervios de refuerzo, cuyos extremos libres presentan cabezas de enganche para las ranuras de las cabezas de conexión. Las cabezas de conexión se pueden asentar, por ejemplo, sobre las columnas de soporte conocidas antes citadas. El proceso de enganche se realiza muy fácilmente por la disposición de las ranuras anulares, ya que no es necesario ningún enfilado frontal de las cabezas de enganche en las ranuras que discurren axialmente. Por tanto, las vigas de celosía pueden disponerse de un modo muy sencillo transversalmente a columnas de soporte conocidas o pueden acoplarse de otra forma con sistemas conocidos.Thus, they can be arranged in lattice beams, for example, triangular plates with coupling means for connection to the connection head. The means of coupling can consist, in a first configuration, of two guided threaded bolts with reinforcing ribs, whose ends free have hook heads for the grooves of the connecting heads The connecting heads can be seated, by example, on the known support columns mentioned above. He Hitching process is done very easily by the provision of annular grooves, since no routing is necessary front of the hitch heads in the slots that run axially Therefore, lattice beams can be provided with a very simple way transversely to known support columns or they can be coupled in another way with known systems.
Otras características ventajosas de la nueva cabeza de conexión resultan de las reivindicaciones subordinadas.Other advantageous features of the new connection head result from the claims subordinates
La invención se muestra en el dibujo a partir de ejemplos de formas de realización que se explican a continuación, en los que:The invention is shown in the drawing from Examples of embodiments explained below, in which:
la figura 1 muestra la representación en perspectiva esquemática de una viga de celosía con dos placas triangulares a disponer en sus extremos frontales,Figure 1 shows the representation in schematic perspective of a lattice beam with two plates triangular to be arranged at its front ends,
la figura 2 muestra un extremo de una viga de celosía cuyo extremo frontal presenta una placa triangular con medios de acoplamiento para unirse con una cabeza de conexión de tipo columna según la invención,Figure 2 shows one end of a beam of Lattice whose front end has a triangular plate with coupling means for joining with a connecting head of column type according to the invention,
la figura 3 muestra la representación de una sección transversal a través de la viga de celosía de la figura 1 con placas de decoración y listones de cierre insertados,Figure 3 shows the representation of a cross section through the lattice beam of figure 1 with decoration plates and inserted slats,
la figura 4 muestra la representación parcial de una viga de celosía según la invención, en la que está montada una regleta de instalación eléctrica con un proyector de luz,Figure 4 shows the partial representation of a lattice beam according to the invention, in which a electrical installation strip with a light projector,
la figura 5 muestra la viga de celosía según la invención con placas de decoración dispuestas en todos los lados y medios de iluminación integrados,Figure 5 shows the lattice beam according to the invention with decoration plates arranged on all sides and integrated lighting media,
la figura 6 muestra la configuración de una viga de celosía como columna de soporte con unas placas triangulares frontales conformadas correspondientemente,Figure 6 shows the configuration of a beam lattice as support column with triangular plates correspondingly shaped front panels,
la figura 7 muestra la viga de celosía utilizada como columna de soporte de la figura 6 con una cabeza de conexión colocada sobre ella según la figura 2 y dos vigas de celosía dispuestas en ésta, que sirven de travesaños, así como con la posibilidad de una viga de celosía adicional que se puede colocar axialmente,Figure 7 shows the lattice beam used as a support column of figure 6 with a connecting head placed on it according to figure 2 and two lattice beams arranged in it, which serve as crossbars, as well as with the possibility of an additional lattice beam that can be placed axially,
la figura 8 muestra una configuración similar a la figura 7, en la que, sin embargo, en lugar de una viga de celosía adicional, se prevé una columna de soporte conocida en posición axial con respecto a la primera viga de celosía que sirve de columna de soporte,Figure 8 shows a configuration similar to Figure 7, in which, however, instead of a beam of additional lattice, a support column known in axial position with respect to the first lattice beam that serves support column,
la figura 9 muestra la representación esquemática de la utilización de varias vigas de celosía para montar un puesto de feria,Figure 9 shows the schematic representation of the use of several lattice beams to mount a post fair
la figura 10 muestra la representación esquemática de la utilización de vigas de celosía para montar una bóveda de techo,Figure 10 shows the representation schematic of the use of lattice beams to mount a roof vault,
la figura 11 muestra una representación ampliada de la cabeza de conexión de la representación de la figura 2,Figure 11 shows an enlarged representation of the connecting head of the representation of figure 2,
la figura 12 muestra una representación en despiece ordenado de la cabeza de conexión de la figura 11, yFigure 12 shows a representation in exploded view of the connecting head of figure 11, and
la figura 13 muestra una sección parcial representada de forma ampliada a través del perfil de la cabeza de conexión según las figuras 11 y 12.Figure 13 shows a partial section represented in an enlarged way through the profile of the head of connection according to figures 11 and 12.
En las figuras 1 a 3, se muestra una viga de celosía que está constituida por tres perfiles huecos 1, 2 y 3 que, por ejemplo, pueden haberse fabricado como perfiles extruidos de aluminio. Estos tres perfiles huecos 1, 2 y 3 están orientados en paralelo uno respecto al otro y, como muestra la sección transversal de la figura 3, están ensamblados a través de estructuras de celosía 4 formadas a modo de entramado, que discurren entre ellos para formar hacia una viga con una sección transversal de un triángulo isósceles. La estructura de celosía 4 está soldada. En el ejemplo de forma de realización, dicha estructura consta sustancialmente de unas estructuras triangulares colocadas oblicuamente con respecto a los ejes longitudinales de los perfiles huecos 1 a 3.In figures 1 to 3, a beam of lattice that consists of three hollow profiles 1, 2 and 3 that, for example, they may have been manufactured as extruded profiles of aluminum. These three hollow profiles 1, 2 and 3 are oriented in parallel to each other and, as the section shows cross section of figure 3, are assembled through lattice structures 4 formed as a framework, which run between them to form towards a beam with a cross section of an isosceles triangle. Lattice structure 4 is welded. In the exemplary embodiment, said structure consists of substantially of triangular structures placed obliquely with respect to the longitudinal axes of the profiles gaps 1 to 3.
La figura 3 permite apreciar que los dos perfiles huecos 2 y 3 están formados de modo idéntico, pero se hallan colocados con simetría especular con respecto a un plano 5 que se extiende en el centro de los dos lados 6 de igual longitud de la sección transversal triangular y a través del punto de intersección de estos dos lados 6. En este vértice del triángulo está dispuesto el perfil hueco 1 que, sin embargo, está conformado de manera distinta a los perfiles huecos 2 y 3, que están situados con sus ejes respectivamente en el punto de intersección de los lados 6 con la línea de base 7 del triángulo.Figure 3 shows that the two profiles gaps 2 and 3 are formed identically, but are placed with specular symmetry with respect to a plane 5 that extends in the center of the two sides 6 of equal length of the triangular cross section and through the point of intersection of these two sides 6. In this vertex of the triangle is arranged the hollow profile 1 which, however, is shaped so different from the hollow profiles 2 and 3, which are located with their axes respectively at the intersection point of sides 6 with the baseline 7 of the triangle.
El perfil hueco 1 presenta una pared exterior con sección transversal circular y un núcleo de tubo circular 8 concéntrico a esta pared exterior, desde el cual se extienden cuatro tabiques para la formación de cuatro cámaras huecas 9, 10, 11 y 12 y desde los tabiques que se extienden paralelos a los lados del triángulo, se extienden todavía unos tabiques adicionales para la formación de dos cámaras adicionales 13 y 14. Todos los tabiques están dispuestas en este caso simétricamente con respecto al plano medio 5. Las cámaras 13 y 14 están provistas de una hendidura 15 abierta hacia fuera, concretamente hacia los respectivos perfiles 3 y 2, estando cerrada la hendidura 15 de la cámara 13, en el ejemplo de realización representado, por un listón perfilado 16 y estando alojado en la hendidura 15 de la cámara 14 un canto de una placa de decoración 17. La cámara 12 presenta una hendidura 18 abierta hacia fuera, cuyo eje longitudinal coincide con el plano medio 5.The hollow profile 1 has an outer wall with circular cross section and a circular tube core 8 concentric to this outer wall, from which they extend four partitions for the formation of four hollow chambers 9, 10, 11 and 12 and from the partitions that extend parallel to the sides of the triangle, additional partitions still extend to the formation of two additional chambers 13 and 14. All partitions are arranged in this case symmetrically with respect to the plane medium 5. Chambers 13 and 14 are provided with a groove 15 open outwards, specifically to the respective profiles 3 and 2, the slit 15 of the chamber 13 being closed, in the example of embodiment represented by a profiled strip 16 and being lodged in the groove 15 of the chamber 14 a edge of a plate decoration 17. Chamber 12 has a slit 18 open towards outside, whose longitudinal axis coincides with the middle plane 5.
Los perfiles huecos 2 y 3 tienen también un núcleo de tubo circular 8 desde el cual se extienden cinco tabiques hasta la pared exterior del tubo anular, que forman cinco cámaras huecas 19, 20, 21, 22 y 23. De estas cámaras, las cámaras 20, 21 y 23 están provistas de nuevo de unas hendiduras abiertas 15 hacia fuera, estando alojada en la hendidura de la cámara 23, análogamente a la configuración de las cámaras 13 y 14, un respectivo listón perfilado 16 o un respectivo canto de la placa de decoración 17. Las hendiduras de las cámaras 21 están dispuestas también de forma que están orientadas una hacia otra. Opcionalmente, las hendiduras pueden cerrarse con listones perfilados 16, como se indica en la mitad izquierda de la figura 3, o bien se puede introducir en estas hendiduras una placa de decoración 17, análogamente a lo mostrado en el lado derecho de la figura 3. Las otras hendiduras 15 de las cámaras 20 se abren hacia fuera. Sus ejes longitudinales están dispuestos simétricamente con respecto al plano medio 5 en un respectivo plano que discurre paralelo al plano 5.Hollow profiles 2 and 3 also have a circular tube core 8 from which five partitions extend to the outer wall of the annular tube, which form five chambers gaps 19, 20, 21, 22 and 23. Of these cameras, cameras 20, 21 and 23 are again provided with open slits 15 towards outside, being housed in the slit of chamber 23, analogously to the configuration of cameras 13 and 14, a respective profiled slat 16 or a respective edge of the plate decoration 17. The slits of the chambers 21 are arranged also so that they are oriented towards each other. Optionally, the slits can be closed with slats profiles 16, as indicated in the left half of figure 3, or a plate of decoration 17, analogously to what is shown on the right side of the Figure 3. The other grooves 15 of the chambers 20 open towards outside. Its longitudinal axes are symmetrically arranged with with respect to the middle plane 5 in a respective plane that runs parallel to the plane 5.
La figura 1 muestra que pueden cubrirse los extremos frontales de los tres perfiles huecos 1 a 3 por medio de placas triangulares 24 que pueden fijarse al núcleo de tubo circular 8 de los perfiles 1 a 3 utilizando, por ejemplo, tornillos no mostrados con detalle. Las placas 24 cierran así las superficies frontales de la viga de celosía, la cual, como se puede apreciar en particular en la figura 5, puede conformarse como un elemento estructural cerrado en todos los lados mediante la disposición de placas de decoración 17 en los lados del triángulo, cuyo elemento puede servir como captamiradas especial sobre todo en la construcción de ferias y exposiciones.Figure 1 shows that the front ends of the three hollow profiles 1 to 3 by means of triangular plates 24 that can be fixed to the tube core circular 8 of profiles 1 to 3 using, for example, screws Not shown in detail. The plates 24 thus close the surfaces front of the lattice beam, which, as can be seen in particular in figure 5, it can be shaped as an element structural enclosure on all sides through the provision of decoration plates 17 on the sides of the triangle, whose element It can serve as special captamiradas especially in the construction of fairs and exhibitions.
La figura 2 muestra que sobre las placas triangulares 24 está atornillado unos medios de acoplamiento 25 en forma de dos pernos roscados 27 guiados en los correspondientes nervios de refuerzo 26. Los extremos libres de los pernos roscados 27 están provistos de unas cabezas de enganche 31 de mayor diámetro que se pueden enganchar según la figura 2 desde arriba en las ranuras de sujeción 28 de una cabeza de conexión 29 en forma de tubo debido a que la sección transversal en sí octogonal de la cabeza de conexión 29 está interrumpida por dos ranuras anulares periféricas 30 en las que se introducen radicalmente las cabezas de enganche 31 y a continuación se colocan axialmente detrás de las ranuras 28. Dos tornillos de mariposa 32 que se pueden apretar a mano, cuidan entonces de la fijación de los medios de acoplamiento 25 con la placa triangular 24 y la viga de celosía colgante de la misma.Figure 2 shows that on the plates triangular 24 is screwed coupling means 25 into shape of two 27 threaded bolts guided in the corresponding reinforcement ribs 26. Free ends of threaded bolts 27 are provided with coupling heads 31 of larger diameter which can be hooked according to figure 2 from above in the clamping slots 28 of a connection head 29 in the form of tube because the octagonal cross section itself of the connection head 29 is interrupted by two annular grooves peripherals 30 in which the heads of radically are introduced hook 31 and then placed axially behind the slots 28. Two thumb screws 32 that can be tightened to hand, then take care of the fixing of the coupling means 25 with triangular plate 24 and the hanging lattice beam of the same.
Las figuras 4 y 5 muestran en primer lugar dos vigas de celosía en una forma de realización según la figura 1 con unas placas triangulares 24 colocadas en el lado frontal, estando enganchando un perfil de instalación eléctrica 33, en el ejemplo de realización de la figura 4, en una de las cámaras 13 ó 14 (figura 3) a través de unos tensores no representados con detalle, cuyo perfil, como se representa esquemáticamente, puede utilizarse a su vez para la disposición desplazable de un proyector de luz 34. Por el contrario, la figura 5 muestra la posibilidad de fijar la viga de celosía cerrada en el lado frontal en la placa triangular 24 con el perfil hueco 1 hacia arriba de una forma no ilustrada con detalle y cerrarla totalmente hacia fuera con las respectivas placas de decoración 17, de modo que dicha viga pueda utilizarse como una especie de elemento estructural y, como muestra la figura 5, pueda equiparse también con fuentes de luz integradas 35 en la placa de decoración dirigida hacia abajo.Figures 4 and 5 show first two Lattice beams in one embodiment according to Figure 1 with triangular plates 24 placed on the front side, being engaging an electrical installation profile 33, in the example of embodiment of figure 4, in one of the chambers 13 or 14 (figure 3) through tensioners not shown in detail, whose profile, as schematically represented, can be used to your time for the movable arrangement of a light projector 34. By on the contrary, figure 5 shows the possibility of fixing the beam of closed lattice on the front side on triangular plate 24 with the hollow profile 1 upwards in a manner not illustrated in detail and close it completely out with the respective plates of decoration 17, so that said beam can be used as a kind of structural element and, as shown in figure 5, can also be equipped with integrated light sources 35 on the plate decoration directed down.
Las figuras 6 a 8 se conectan en primer lugar al
tipo de fijación según la figura 2. La figura 7 muestra la cabeza
de conexión 29, en la que están montadas transversalmente, en la
forma explicada con ayuda de la figura 2, dos vigas de celosía a
través de los medios de acoplamiento 25 y las placas triangulares
24. En este caso, esta cabeza de conexión 29 está introducida ahora
con su espiga enchufable inferior 36, visible en la figura 2, en
una abertura de alojamiento 37 visible en la figura 6 de una placa
triangular 24 que sirve aquí como cierre frontal superior de una
viga de celosía que se utiliza como columna de soporte. Tres de las
vigas de celosía según la invención forman de esta manera, según la
figura 7 (u 8), una esquina de un local. Naturalmente, sería posible
todavía conectar travesaños adicionales a la cabeza de
conexión
29.Figures 6 to 8 are first connected to the type of fixing according to figure 2. Figure 7 shows the connecting head 29, in which they are transversely mounted, in the manner explained with the help of figure 2, two beams of lattice through coupling means 25 and triangular plates 24. In this case, this connection head 29 is now inserted with its lower plug pin 36, visible in figure 2, into a housing opening 37 visible in figure 6 of a triangular plate 24 which serves here as the upper front closure of a lattice beam that is used as a support column. Three of the lattice beams according to the invention thus form, according to Figure 7 (or 8), a corner of a room. Naturally, it would still be possible to connect additional crossbars to the connecting head
29.
Sin embargo, la figura 2 muestra también que la cabeza de conexión 29 en su lado alejado de la espiga enchufable 36 está provista de una brida anular 39 que presenta una abertura central 38 en la que se puede introducir y fijar ahora de nuevo una espiga enchufable 40, que está dispuesta en una placa triangular 24 según la figura 6 sobresaliendo por el lado frontal. De esta forma, como muestra la figura 7, resulta posible prolongar axialmente hacia arriba la viga de celosía que sirve de columna de soporte.However, Figure 2 also shows that the connecting head 29 on its side away from the plug pin 36 it is provided with an annular flange 39 which has an opening central 38 where you can now enter and set again a plug-in pin 40, which is arranged in a triangular plate 24 according to figure 6 protruding from the front side. Thus, as shown in figure 7, it is possible to extend axially up the lattice beam that serves as a support column.
Sin embargo, como muestra también la figura 8, resulta posible asociar la espiga enchufable 40 ya citada anteriormente a la cabeza de conexión 29 y colocar con su ayuda una columna perfilada conocida 41 con sección transversal octogonal y con ranuras a la manera de las ranuras 28 de la cabeza de conexión 29. En este caso, resulta posible combinar con las vigas de celosía uno de los sistemas conocidos para construcciones de ferias y exposiciones, tal como el que es comercializado por la solicitante.However, as Figure 8 also shows, it is possible to associate the plug-in pin 40 already mentioned before connection head 29 and place a known profile column 41 with octagonal cross section and with grooves in the manner of slots 28 of the connecting head 29. In this case, it is possible to combine with lattice beams one of the known systems for fair construction and exhibitions, such as the one sold by the applicant.
Por supuesto, como se ha indicado ya con ayuda de la figura 3, es posible también utilizar la hendidura 18 de la cámara 12 del perfil 1 y las hendiduras 15 de las dos cámaras 20 de los perfiles 2 y 3 para combinar componentes habituales en el mercado con las vigas de celosía ayudándose de tensores.Of course, as already indicated with the help of Figure 3, it is also possible to use the slit 18 of the chamber 12 of profile 1 and grooves 15 of the two chambers 20 of profiles 2 and 3 to combine common components in the market with lattice beams using tensors.
Las figuras 9 y 10 muestran dos ejemplos de utilización de las vigas de celosía en relación con otras partes del sistema de construcción de ferias, tales como las que se encuentran ya en el mercado. En el puesto de exposición según la figura 9 se utilizan aquí varias vigas de celosía que están provistas ahora del símbolo de referencia 42. Tres de estas vigas de celosía 42 están montadas aquí en columnas de soporte 44 de tipo usual en el mercado, que están provistas por arriba de una cabeza de conexión 29 - revestida adicionalmente en el ejemplo de ejecución. En esta cabeza de conexión están enganchados los medios de acoplamiento 25 y, a través de éstos y las placas triangulares 24, las vigas de celosía 42. Estas vigas de celosía y las columnas 44 se complementan formando el puesto representado por medio de unas columnas de soporte 41 usuales en el mercado y las correspondientes placas de pared 45.Figures 9 and 10 show two examples of use of lattice beams in relation to other parts of the fair building system, such as those They are already in the market. At the exhibition stand according to the figure 9 several lattice beams are used here that are you now have the reference symbol 42. Three of these beams lattice 42 are mounted here on support columns 44 of type usual in the market, which are provided above a head of connection 29 - additionally coated in the exemplary embodiment. In this connection head the means of coupling 25 and, through these and triangular plates 24, lattice beams 42. These lattice beams and columns 44 are complement forming the position represented by means of Support columns 41 usual in the market and the corresponding ones wall plates 45.
La figura 10 muestra que, por ejemplo, con ayuda de tres vigas de celosía 42 se pueden producir construcciones de techo de tipo bóveda cuando se disponen partes arqueadas correspondientes 43, que ya se encuentran en el mercado, en las hendiduras abiertas de las cámaras 20 (figura 3) de los perfiles huecos 3 y 2.Figure 10 shows that, for example, with help three lattice beams 42 can produce constructions of vault roof when arched parts are arranged corresponding 43, which are already on the market, in the open slits of chambers 20 (figure 3) of profiles gaps 3 and 2.
La figura 11 muestra una cabeza de conexión 29 que, como se explicará también con ayuda de las figuras 12 y 13, consta de un perfil hueco en forma de tubo que está provisto, en su periferia exterior, de unas hendiduras 50 que discurren axialmente (o ranuras 28 según la figura 2), las cuales desembocan en cámaras 51 que discurren también de forma axial. Estas cámaras huecas 51 están configuradas de tal modo que puedan alojar las cabezas de enganche 31 de los pernos roscados 27. Naturalmente, sería posible también alojar, en lugar de las placas triangulares 24 con los medios de acoplamiento 25, otras cabezas de enganche 31 de otras vigas, por ejemplo de vigas en las que los pernos roscados 27 estén alineados con dos tubos perfilados que discurren paralelos uno a otro y que están unidos entre sí por medio de una celosía plana. De este modo, sería posible entonces la conexión de las vigas de celosía planas.Figure 11 shows a connection head 29 which, as will also be explained with the help of figures 12 and 13, It consists of a hollow tube-shaped profile that is provided, in its outer periphery of slits 50 that run axially (or slots 28 according to figure 2), which lead to chambers 51 which also run axially. These hollow chambers 51 are configured so that they can accommodate the heads of hook 31 of the threaded bolts 27. Naturally, it would be possible also accommodate, instead of triangular plates 24 with the coupling means 25, other coupling heads 31 of others beams, for example beams in which the threaded bolts 27 are aligned with two profiled tubes that run parallel to each other other and that are linked together by means of a flat lattice. From this way, it would be possible then the connection of the beams of flat lattice.
La figura 11, pero en particular la figura 12, muestran claramente que el segmento de tubo a manera de columna de la cabeza de conexión 29 está interrumpido con dos ranuras anulares 30 que discurren a distancia una de otra, cuya dimensión axial es suficientemente grande para introducir las cabezas de enganche 31 en dirección radial al eje del segmento de tubo de la cabeza de conexión 29 y a continuación poder desplazarlas hacia abajo entrando axialmente en las cámaras 51. Sin embargo, las figuras 11 y 12 muestran también que el segmento de tubo de la cabeza de conexión está cerrado arriba y abajo por una respectiva brida anular 39 que está aplicada directamente al extremo frontal del segmento de tubo con ayuda de tornillos 53. Los tornillos 53 atraviesan a continuación unas escotaduras 54 de la brida anular 39 y pueden encajar en unas ranuras interiores 55 del segmento de tubo y atornillarse allí. De igual modo se puede fijar la brida anular inferior 39, a la que también puede atornillarse aún de la misma manera una pieza de conexión cilíndrica hueca 36 con una placa de cierre frontal 56, pudiendo penetrar aquí también los tornillos 53 a través de las correspondientes escotaduras 54'.Figure 11, but in particular Figure 12, clearly show that the column segment as a column of connection head 29 is interrupted with two annular grooves 30 running at a distance from each other, whose axial dimension is large enough to insert the coupling heads 31 into radial direction to the axis of the tube segment of the head of connection 29 and then be able to move them down axially entering the chambers 51. However, figures 11 and 12 also show that the tube segment of the head of connection is closed up and down by a respective flange annular 39 which is applied directly to the front end of the tube segment with screws 53. Screws 53 they then pass through recesses 54 of the annular flange 39 and can fit into inner grooves 55 of the segment of tube and screw there. In the same way you can fix the flange lower ring 39, to which it can also be screwed even from the likewise a hollow cylindrical connection piece 36 with a front closure plate 56, being able to penetrate here also the screws 53 through the corresponding recesses 54 '.
Como se puede deducir particularmente de la figura 13, paralelamente a las ranuras de enganche 50 y radialmente por dentro de las mismas están previstas en el lado interior de las cámaras 51 unas ranuras adicionales 57 que pueden utilizarse para poder introducir tensores comerciales de construcción conocidos, a través de las cuales pueden montarse de nuevo travesaños -usuales también en el mercado- en el segmento de tubo de la cabeza de conexión 29. Por tanto, la cabeza de conexión 29 es universalmente utilizable.As can be deduced particularly from the Figure 13, parallel to the engagement grooves 50 and radially inside of them they are provided on the inner side of the cameras 51 additional slots 57 that can be used to be able to introduce known commercial construction tensioners, to through which can be mounted again -usual crossbars also in the market- in the head tube segment of connection 29. Therefore, connection head 29 is universally usable.
Finalmente, las figuras 11 y 12 permiten apreciar todavía que en las ranuras de enganche 50 y en las cámaras 51, se pueden insertar unos tacos de ranura 58 desde las ranuras anulares 30, los cuales se apoyan sobre la brida anular inferior 39 y, de esto modo, pueden servir para ajustar en altura las cabezas de enganche enganchadas 31. Por tanto, cambiando los tacos de ranura es posible también de forma sencilla variar el ajuste en altura, por ejemplo, de las vigas de celosía según la figura 2 en la cabeza de conexión 29.Finally, figures 11 and 12 allow us to appreciate still that in hitch slots 50 and in chambers 51, it they can insert a groove studs 58 from the annular grooves 30, which rest on the lower ring flange 39 and, of this way, they can serve to adjust the heads of height hitch hooked 31. Therefore, changing the groove blocks it is also possible to easily vary the height adjustment, for example, of the lattice beams according to figure 2 in the head connection 29.
Claims (6)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19714996 | 1997-04-10 | ||
DE19714996A DE19714996C2 (en) | 1997-04-10 | 1997-04-10 | Lattice girders for the production of mobile buildings |
Publications (1)
Publication Number | Publication Date |
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ES2247221T3 true ES2247221T3 (en) | 2006-03-01 |
Family
ID=7826123
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
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ES98912422T Expired - Lifetime ES2196555T3 (en) | 1997-04-10 | 1998-02-28 | CELOSIA BEAM FOR THE CONSTRUCTION OF MOBILE STRUCTURES. |
ES02011009T Expired - Lifetime ES2247221T3 (en) | 1997-04-10 | 1998-02-28 | CONNECTION HEAD FOR CELOSIA BEAMS FOR MOBILE CONSTRUCTION PRODUCTION. |
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ES98912422T Expired - Lifetime ES2196555T3 (en) | 1997-04-10 | 1998-02-28 | CELOSIA BEAM FOR THE CONSTRUCTION OF MOBILE STRUCTURES. |
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EP (2) | EP0973985B1 (en) |
CN (2) | CN1302184C (en) |
AT (1) | ATE238471T1 (en) |
DE (3) | DE19714996C2 (en) |
ES (2) | ES2196555T3 (en) |
HK (2) | HK1027142A1 (en) |
PL (1) | PL196451B1 (en) |
SK (1) | SK286207B6 (en) |
WO (1) | WO1998045552A1 (en) |
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DE102004023727A1 (en) * | 2004-05-11 | 2005-12-22 | Mero-Tsk International Gmbh & Co.Kg | Tensile structure |
CN100366855C (en) * | 2004-08-20 | 2008-02-06 | 中国建筑第八工程局第一建筑公司青岛分公司 | Inclined triangular pyramid truss type frame construction and method for making, mounting and measuring the same |
DE102007054205B4 (en) * | 2007-11-12 | 2012-11-22 | Ulrich Leiseder | Bar structures |
DE102009050736A1 (en) * | 2009-10-27 | 2011-04-28 | Airbus Operations Gmbh | Fastening arrangement for fastening a structural unit to an aircraft fuselage |
CN102392492A (en) * | 2011-09-28 | 2012-03-28 | 江苏科技大学 | Lattice steel structure node connecting device |
CN103866861B (en) * | 2014-03-20 | 2016-05-25 | 北京工业大学 | The modular assembly formula steel construction prestressing force center support system that a kind of node rigidly connects |
CN106812245B (en) * | 2017-01-23 | 2019-05-28 | 合肥饰界金属制品有限公司 | Truss |
BE1025724B1 (en) | 2017-11-20 | 2019-06-24 | Willy Bruyninckx | Device for reinforcing and dressing trusses and method in which such device is used. |
DE102021115948A1 (en) * | 2021-06-21 | 2022-12-22 | Doka Gmbh | bolt connector |
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-
1997
- 1997-04-10 DE DE19714996A patent/DE19714996C2/en not_active Expired - Fee Related
-
1998
- 1998-02-28 AT AT98912422T patent/ATE238471T1/en not_active IP Right Cessation
- 1998-02-28 ES ES98912422T patent/ES2196555T3/en not_active Expired - Lifetime
- 1998-02-28 CN CNB021220107A patent/CN1302184C/en not_active Expired - Fee Related
- 1998-02-28 WO PCT/EP1998/001143 patent/WO1998045552A1/en active IP Right Grant
- 1998-02-28 DE DE59808072T patent/DE59808072D1/en not_active Expired - Lifetime
- 1998-02-28 SK SK1354-99A patent/SK286207B6/en not_active IP Right Cessation
- 1998-02-28 EP EP98912422A patent/EP0973985B1/en not_active Expired - Lifetime
- 1998-02-28 EP EP02011009A patent/EP1231340B1/en not_active Expired - Lifetime
- 1998-02-28 ES ES02011009T patent/ES2247221T3/en not_active Expired - Lifetime
- 1998-02-28 DE DE59813108T patent/DE59813108D1/en not_active Expired - Lifetime
- 1998-02-28 PL PL336113A patent/PL196451B1/en not_active IP Right Cessation
- 1998-02-28 CN CN98804024.7A patent/CN1095914C/en not_active Expired - Fee Related
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2000
- 2000-10-04 HK HK00106289A patent/HK1027142A1/en not_active IP Right Cessation
-
2003
- 2003-02-10 HK HK03100971A patent/HK1049196A1/en not_active IP Right Cessation
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DE19714996C2 (en) | 2001-01-25 |
ES2196555T3 (en) | 2003-12-16 |
HK1049196A1 (en) | 2003-05-02 |
EP0973985A1 (en) | 2000-01-26 |
CN1095914C (en) | 2002-12-11 |
PL336113A1 (en) | 2000-06-05 |
DE59808072D1 (en) | 2003-05-28 |
DE59813108D1 (en) | 2006-02-23 |
SK135499A3 (en) | 2000-06-12 |
ATE238471T1 (en) | 2003-05-15 |
EP1231340A2 (en) | 2002-08-14 |
CN1302184C (en) | 2007-02-28 |
EP1231340A3 (en) | 2003-03-19 |
DE19714996A1 (en) | 1998-10-29 |
CN1252115A (en) | 2000-05-03 |
SK286207B6 (en) | 2008-05-06 |
HK1027142A1 (en) | 2001-01-05 |
WO1998045552A1 (en) | 1998-10-15 |
EP1231340B1 (en) | 2005-10-12 |
CN1492116A (en) | 2004-04-28 |
EP0973985B1 (en) | 2003-04-23 |
PL196451B1 (en) | 2008-01-31 |
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