ES2894345T3 - adjustable mezzanine - Google Patents
adjustable mezzanine Download PDFInfo
- Publication number
- ES2894345T3 ES2894345T3 ES10777397T ES10777397T ES2894345T3 ES 2894345 T3 ES2894345 T3 ES 2894345T3 ES 10777397 T ES10777397 T ES 10777397T ES 10777397 T ES10777397 T ES 10777397T ES 2894345 T3 ES2894345 T3 ES 2894345T3
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- perforations
- connector
- pillar
- joist
- mezzanine
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/28—Scaffolds primarily resting on the ground designed to provide support only at a low height
- E04G1/32—Other free-standing supports, e.g. using trestles
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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
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34305—Structures characterised by movable, separable, or collapsible parts, e.g. for transport telescopic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/18—Scaffolds primarily resting on the ground adjustable in height
- E04G1/22—Scaffolds having a platform on an extensible substructure, e.g. of telescopic type or with lazy-tongs mechanism
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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
- E04B2001/2415—Brackets, gussets, joining plates
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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
- E04B2001/2448—Connections between open section profiles
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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
- E04B2001/2457—Beam to beam 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
- E04B1/24—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
- E04B2001/2469—Profile with an array of connection holes
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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
Abstract
Consiste en una entreplanta provista de un sistema de extensión en todos sus componentes, que permite su colocación en cualquier lugar así como el cambio de ubicación, pudiéndose adaptar la misma estructura a otros espacios sin necesidad de efectuar obras o cambios en la estructura. Esta constituida por cuatro pilares (1) extensible que soportan mediante un capitel (7) dos vigas (12) extensibles a la que están unidas mediante conectores una serie de viguetas (17), también extensibles, sobre las que está instalado el suelo raso (21). Dispone también de una escalera (22) sujeta por conectores a la parte alta de la estructura.It consists of a mezzanine floor provided with an extension system in all its components, which allows it to be placed anywhere as well as to change its location, being able to adapt the same structure to other spaces without the need for works or changes to the structure. It is made up of four extensible pillars (1) that support, by means of a capital (7), two extensible beams (12) to which a series of joists (17), also extensible, are attached by means of connectors, on which the flat floor is installed ( twenty-one). It also has a ladder (22) held by connectors to the upper part of the structure.
Description
DESCRIPCIÓNDESCRIPTION
Entreplanta ajustableadjustable mezzanine
La presente invención se refiere a una entreplanta provista de un sistema de extensión en todos sus componentes, que permite su colocación en cualquier lugar adecuado, así como el cambio de ubicación, pudiéndose adaptar la misma estructura a otros espacios arquitectónicos sin necesidad de efectuar obras de albañilería o cambios en la estructura.The present invention refers to a mezzanine provided with an extension system in all its components, which allows its placement in any suitable place, as well as the change of location, being able to adapt the same structure to other architectural spaces without the need to carry out construction works. masonry or structural changes.
Tiene su campo de aplicación dentro de la industria de componentes auxiliares de la construcción y singularmente en la industria auxiliar de las entreplantas.It has its field of application within the industry of auxiliary construction components and particularly in the auxiliary industry of mezzanines.
En este sector de la técnica priman aquellos desarrollos efectivos y específicamente dedicados a la función en cuestión, que den lugar a un sistema de sencilla instalación, con bajo coste y resultados técnicamente apreciables. Las características del sistema presentado en esta invención se adaptan perfectamente a este concepto, ofreciendo al estado de la técnica una realización novedosa, simple, sencilla y de fabricación altamente económica.In this sector of the technique, those effective developments and specifically dedicated to the function in question prevail, which give rise to a system that is easy to install, with low cost and technically appreciable results. The characteristics of the system presented in this invention are perfectly adapted to this concept, offering the state of the art a novel, simple, straightforward and highly economical manufacturing embodiment.
Se conocen en este sector de la industria algunos modelos que no aportan al estado de la técnica las características novedosas que propone la presente invención. El estado de la técnica aporta entreplantas fijas, fabricadas a medida según los detalles de la ubicación en la que se va a instalar y otro tipo de entreplantas modulares consistente en módulos fijos de tamaños preconcebidos y que tienen que sufrir una adaptación al lugar en el momento de su instalación.Some models are known in this sector of the industry that do not provide the state of the art with the novel characteristics proposed by the present invention. The state of the art provides fixed mezzanines, made to measure according to the details of the location in which it is going to be installed and another type of modular mezzanines consisting of fixed modules of preconceived sizes and that have to be adapted to the place at the time of your installation.
Frente a las novedades aportadas por la presente invención, las entreplantas conocidas presentan los siguientes inconvenientes: No se pueden reutilizar para otros emplazamientos, debiendo por tal motivo despreciar la entreplanta instalada e instalar una nueva en el caso de traslado a otro lugar. Es necesario personal especializado para llevar a cabo la instalación de las entreplantas conocidas. El coste del transporte de estas entreplantas convencionales es superior al de la propuesta por la presente invención, pues lleva consigo la utilización de camiones de longitud suficiente para dar cabida a los componentes necesariamente de medidas fijas. Es necesaria la dedicación de más tiempo para su instalación. Las entreplantas modulares al estar constituidas por módulos sujetos unos a otros, tienen una firmeza menor que las propuestas por la presente invención. Son menos versátiles. Su instalación es complicada. Van acompañadas de obras de albañilería.Compared to the novelties provided by the present invention, the known mezzanines have the following drawbacks: They cannot be reused for other locations, and for this reason the installed mezzanine must be disregarded and a new one installed in the case of transfer to another place. Specialized personnel are necessary to carry out the installation of the known mezzanines. The cost of transporting these conventional mezzanines is higher than that proposed by the present invention, since it entails the use of trucks of sufficient length to accommodate the necessarily fixed-measure components. It is necessary to dedicate more time for its installation. Modular mezzanines, being made up of modules attached to each other, have a lower firmness than those proposed by the present invention. They are less versatile. Its installation is complicated. They are accompanied by masonry works.
Lleva implícito el desplazamiento de un operario para tomar las medidas de la ubicación donde deba emplazarse la entreplanta con el consiguiente coste económico. La fabricación de estas entreplantas convencionales debido a que es necesario producirla por unidades, es sensiblemente más costosa que las propuestas por esta invención. Por el mismo motivo no se puede disponer de un stock adecuado, suponiendo una dilatación del tiempo de servicio.It implies the displacement of an operator to take the measurements of the location where the mezzanine should be located with the consequent economic cost. The manufacture of these conventional mezzanines, due to the fact that it is necessary to produce them by units, is considerably more expensive than those proposed by this invention. For the same reason, it is not possible to have an adequate stock, assuming a dilation of the service time.
El documento WO 03/091514 A1 da a conocer un sistema de construcción basado en módulos que comprende un conjunto de pilares y vigas de un tamaño fijo, por lo que presenta los inconvenientes de la técnica anterior como se ha indicado anteriormente.Document WO 03/091514 A1 discloses a building system based on modules comprising a set of pillars and beams of a fixed size, thus presenting the drawbacks of the prior art as indicated above.
La presente invención se refiere a una entreplanta que comprende una superficie de suelo extendido sobre vigas soportadas por pilares, según se define en la reivindicación 1 adjunta.The present invention relates to a mezzanine comprising a floor surface extended on beams supported by columns, as defined in claim 1 attached.
Según la presente invención, la entreplanta comprende al menos cuatro pilares, al menos dos vigas y al menos dos viguetas.According to the present invention, the mezzanine comprises at least four columns, at least two beams and at least two joists.
Frente a los inconvenientes anteriormente descritos, la presente invención aporta al estado de la técnica unas soluciones novedosas, sencillas y de fácil ejecución que dan como resultado las siguientes ventajas:Faced with the drawbacks described above, the present invention provides the state of the art with novel, simple and easy-to-execute solutions that result in the following advantages:
Se pueden reutilizar para otros emplazamientos, no siendo necesario despreciar la entreplanta instalada e instalar una nueva en el caso de traslado a otro lugar. No es necesario personal especializado para llevar a cabo la instalación de la entreplanta propuesta por la presente invención. El coste del transporte es inferior al de las entreplantas convencionales, pues no es necesaria la utilización de vehículos grandes. El tiempo dedicado a su instalación es sensiblemente inferior. La firmeza que ofrece la entreplanta propuesta por la presente invención es superior a la ofrecida por las entreplantas modulares. Es más versátil. Su instalación no es complicada. No va acompañada de obras de albañilería. No es necesario el desplazamiento de un operario para tomar las medidas de la ubicación donde deba emplazarse la entreplanta con el consiguiente ahorro económico. La fabricación tiene un coste menor al poder fabricar en serie, ya que las medidas de sus componentes siempre son las mismas. Por el mismo motivo se puede disponer de un stock adecuado, suponiendo un ahorro en el tiempo de servicio.They can be reused for other locations, not being necessary to disregard the installed mezzanine and install a new one in the case of moving to another place. Specialized personnel are not necessary to carry out the installation of the mezzanine proposed by the present invention. The cost of transport is lower than that of conventional mezzanines, since the use of large vehicles is not necessary. The time dedicated to its installation is significantly lower. The firmness offered by the mezzanine proposed by the present invention is superior to that offered by modular mezzanines. It is more versatile. Its installation is not complicated. It is not accompanied by masonry works. It is not necessary for an operator to move to take the measurements of the location where the mezzanine should be located, with the consequent economic savings. The manufacturing has a lower cost to be able to manufacture in series, since the measurements of its components are always the same. For the same reason, it is possible to have an adequate stock, assuming a saving in service time.
Todos estos elementos conjugados dan lugar a un resultado final en el que se aportan características diferenciadoras significativas frente al estado de la técnica actual.All these combined elements give rise to a final result in which significant differentiating characteristics are provided compared to the current state of the art.
Así, la invención se constituye a partir de cuatro pilares de acero o de un material de las mismas características compuestos de tubos con relación telescópica. Una placa metálica, que puede ser circular o de otra forma, con orificios para sujetarla al suelo mediante tornillería, se encuentra soldada preferiblemente de forma descentrada en la base del tubo inferior, quedando la zona más amplia orientada hacia el interior de la estructura y evitar así que el pilar quede a demasiada distancia de la pared. Los dos tubos que forman el pilar disponen de perforaciones coincidentes que mediante un pasador regulan la altura de la estructura. En el extremo superior del pilar se halla un capitel, que puede ser del mismo material, formado por una placa doblada esencialmente en ángulo recto, soldado al pilar por una de sus lados y unido el otro lado mediante tornillería a una viga, descrita más adelante. La placa doblada esencialmente en ángulo recto que forma el capitel tiene en el lado soldado al pilar una pletina de refuerzo soldada al pilar y al capitel.Thus, the invention is constituted from four pillars of steel or a material with the same characteristics Composed of tubes with telescopic relationship. A metal plate, which can be circular or otherwise, with holes to fasten it to the ground using screws, is preferably welded off-center at the base of the lower tube, leaving the largest area oriented towards the interior of the structure and avoiding so the pillar is too far from the wall. The two tubes that form the pillar have matching perforations that regulate the height of the structure by means of a pin. At the upper end of the pillar there is a capital, which can be of the same material, formed by a plate bent essentially at a right angle, welded to the pillar on one of its sides and attached to the other side by screws to a beam, described later. . The plate bent essentially at right angles that forms the capital has, on the side welded to the pillar, a reinforcing plate welded to the pillar and to the capital.
Al capitel, se encuentra unida de forma solidaria mediante tornillería, una viga de acero o de otro material resistente cuyo corte en sección presenta una forma rectangular. Uno de los lados mayores del rectángulo, que dibuja el perfil de la viga, presenta una abertura en toda la longitud de la viga con amplitud suficiente para alojar un conector, formado por una placa que puede ser del mismo material que los anteriores componentes, doblada esencialmente en ángulo recto. Uno de los lados del conector está acoplado mediante tornillos en el interior del rectángulo formado por la viga, el otro lado del conector, se acopla de la misma forma en el interior de una vigueta, similar a la viga aunque de tamaño más reducido. En el lado de la viga opuesto al que está cortado en toda su longitud, hay unas perforaciones coincidentes con las perforaciones del capitel y del conector, además dispone otras perforaciones de mayor tamaño que actúan de pasa cables.A steel beam or other resistant material whose cross-section has a rectangular shape is joined to the capital by means of screws. One of the longest sides of the rectangle, which draws the profile of the beam, has an opening along the entire length of the beam wide enough to house a connector, made up of a plate that can be made of the same material as the previous components, bent essentially at right angles. One of the sides of the connector is coupled by screws inside the rectangle formed by the beam, the other side of the connector is coupled in the same way inside a joist, similar to the beam but smaller in size. On the side of the beam opposite the one that is cut along its entire length, there are perforations that coincide with the perforations of the capital and the connector, and there are also other larger perforations that act as cable glands.
Las vigas y viguetas están compuestas de dos piezas introducidas una dentro de la otra, con relación telescópica que fijándolas mediante tornillos pasadores por sus perforaciones darán la anchura y profundidad de la entreplanta. Cada viga está unida por sus extremos a un pilar, formando una viga y dos pilares un conjunto y la entreplanta está formada por dos conjuntos uno anterior y otro posterior unidos mediante las viguetas que a su vez soportan el suelo raso, formado por planchas de un material duro, atornillado a las viguetas. Sobre este suelo raso se coloca el suelo definitivo según el uso a que esté destinada la entreplanta.The beams and joists are made up of two pieces inserted one inside the other, with a telescopic relationship that, fixing them with bolts through their perforations, will give the width and depth of the mezzanine. Each beam is joined at its ends to a pillar, forming a beam and two pillars in one set, and the mezzanine is made up of two sets, one at the front and one at the back, joined by the joists that in turn support the flat floor, made up of plates of a hard material, screwed to the joists. On this bare floor, the final floor is placed according to the use to which the mezzanine is intended.
En el lado más conveniente de la estructura existe una escalera realizada por dos zancas, formadas por vigas extensibles provistas en sus extremos superiores de un conector, formado por una placa doblada dos veces en ángulo recto, unidos mediante tornillos, un lado a las zancas y los otros dos lados a una viga o vigueta y al suelo raso. El extremo inferior de las vigas que forman la escalera incorporan otros anclajes formados por una pletina doblada en la angulación adecuada en función de la inclinación de la escalera.On the most convenient side of the structure there is a staircase made of two stringers, formed by extensible beams provided at their upper ends with a connector, formed by a plate bent twice at right angles, joined by screws, one side to the stringers and the other two sides to a beam or joist and to the bare floor. The lower end of the beams that make up the ladder incorporate other anchors formed by a plate bent at the appropriate angle depending on the inclination of the ladder.
Unidos por tornillos a las perforaciones de ambas vigas, están situados los peldaños de material resistente.Attached by screws to the perforations of both beams, the steps are made of resistant material.
Una realización diferente está fabricada con otro tipo de material con suficiente resistencia y rigidez para soportar la carga de diseño.A different embodiment is made of another type of material with sufficient strength and stiffness to support the design load.
Otra realización diferente está constituida por más de cuatro pilares.Another different embodiment is constituted by more than four pillars.
Otra realización distinta incorpora pilares de forma poligonal u otra.Another different embodiment incorporates polygonal or other shaped pillars.
Indistintamente la pletina base situada en el extremo inferior del pilar, tiene forma poligonal u otra.Indistinctly, the base plate located at the lower end of the pillar has a polygonal or other shape.
Indistintamente la pletina de refuerzo del capitel situada en el extremo superior del pilar, tiene forma poligonal u otra. Con fines ilustrativos y que no forma parte de la invención, el perfil de las vigas y viguetas tienen forma de sigma, zeta, omega, “u” o similar.Indistinctly, the reinforcing plate of the capital located at the upper end of the pillar, has a polygonal shape or another. For illustrative purposes and which does not form part of the invention, the profile of the beams and joists have a sigma, zeta, omega, "u" or similar shape.
Otra realización diferente está constituida por vigas y viguetas de perfil de forma cuadrada.Another different embodiment is made up of square-shaped profile beams and joists.
En otra forma distinta la entreplanta incorpora una barandilla situada en la parte superior,In a different way, the mezzanine incorporates a railing located in the upper part,
La escalera dispone de barandilla.The staircase has a railing.
En otra realización diferente, la escalera puede abatirse hacia arriba, teniendo el eje de rotación en su parte superior.In another different embodiment, the ladder can be folded upwards, having the axis of rotation in its upper part.
Alternativamente la escalera se esconde bajo las vigas de la entreplanta desplazándola en horizontal hacia dentro de ésta.Alternatively, the staircase is hidden under the beams of the mezzanine, moving it horizontally towards the interior of the mezzanine.
Indistintamente la escalera se sujeta mediante un pie que cuelga de la parte inferior de escalera en uno de sus laterales de forma que se deja paso libre bajo ella.Indistinctly, the ladder is supported by a foot that hangs from the lower part of the ladder on one of its sides so that free passage is left under it.
De forma distinta la escalera pivota hacia un lado, teniendo el eje de rotación en una de sus zancas o en las vigas de apoyo de los peldaños y los pasamanos abatibles. In a different way, the ladder pivots to one side, having the axis of rotation in one of its stringers or in the support beams of the steps and the folding handrails.
En otra realización diferente la escalera se sitúa dentro de la entreplanta, entre dos viguetas, abriendo un hueco en el suelo del piso superior para el acceso.In another different embodiment, the staircase is located inside the mezzanine, between two joists, opening a hole in the floor of the upper floor for access.
Para una mejor comprensión de esta memoria descriptiva, se acompañan unos dibujos que a modo de ejemplo no limitativo describen una realización preferible de la invención:For a better understanding of this description, some drawings are attached that, by way of non-limiting example, describe a preferable embodiment of the invention:
Figura 1 - Visión de conjuntoFigure 1 - Overview
Figura 2 - PilarFigure 2 - Pillar
Figura 3 - CapitelFigure 3 - Capital
Figura 4 - VigaFigure 4 - Beam
Figura 5 - Conector de la vigueta a la vigaFigure 5 - Joist to Beam Connector
Figura 6 - EscaleraFigure 6 - Ladder
Figura 7 - Conector de la escalera a la entreplantaFigure 7 - Stair to Mezzanine Connector
Figura 8 - Placa base de la escaleraFigure 8 - Ladder Base Plate
En dichas figuras se destacan los siguientes elementos numerados:In these figures the following numbered elements stand out:
1. - Pilar1. - Pillar
2. - Pieza superior del pilar2. - Upper part of the pillar
3. - Pieza inferior del pilar3. - Lower part of the pillar
4. - Pletina base del pilar4. - Pillar base plate
5. - Perforaciones de la pieza inferior del pilar5. - Perforations of the lower part of the pillar
6. - Perforaciones de la pieza superior del pilar6. - Perforations of the upper part of the pillar
7. - Capitel7. - Capital
8. - Cara del capitel soldada al pilar8. - Face of the capital welded to the pillar
9. - Cara de sujeción de la viga9. - Beam fastening face
10. - Perforaciones del capitel10. - Perforations of the capital
11. - Pletina de refuerzo11. - Reinforcement plate
12. - Viga12. - Beam
13. - Corte longitudinal de la viga13. - Longitudinal section of the beam
14. - Conector de viga a vigueta14. - Beam to Beam Connector
15. - Perforaciones de la viga15. - Beam perforations
16. - Piezas de la viga16. - Parts of the beam
17. - Vigueta17. - Joist
18. - Cara de la vigueta a la viga18. - Face of the joist to the beam
19. - Perforaciones de viga a vigueta19. - Beam-to-joist drilling
20. - Cara del conector unido a la vigueta20. - Face of the connector attached to the joist
21. - Suelo raso 21. - Flat floor
22. - Escalera22. - Staircase
23. - Conector de escalera23. - Ladder Connector
24. - Perforaciones de corredera24. - Slide perforations
25. - Pletina del conector de la escalera25. - Ladder connector plate
26. - Pletina de sujeción de la escalera26. - Ladder fastening plate
27. - Perforaciones de la pletina soldada27. - Perforations of the welded plate
28. - Vigas de la escalera28. - Stair beams
29. - Conector base de la escalera29. - Ladder base connector
30. - Cara del conector base a la viga30. - Face of the base connector to the beam
31. - Cara del conector base al suelo31. - Face of the base connector to the ground
32. - Perforación del conector base al suelo32. - Drilling of the base connector to the ground
33. - Peldaños33. - Steps
34. - Pasador34. - Pin
Una realización preferible de la invención se constituye a partir de cuatro pilares 1 de acero, cilíndricos, compuestos de dos piezas, superior del pilar 2 e inferior del pilar 3, que encajan una en el interior de la otra, una situada en la parte superior 2 y de diámetro menor, que se desliza dentro de la otra 3 situada en la parte inferior y de diámetro mayor, con la tolerancia suficiente para permitir su deslizamiento. La pieza inferior del pilar 3 dispone en un extremo de una pletina base del pilar 4 del mismo material, de forma redondeada, con varias perforaciones, está soldada al pilar de forma descentrada. La pieza inferior del pilar 3 dispone al menos de dos perforaciones de la pieza inferior del pilar 5 al mismo nivel y opuestas situadas en el otro extremo en que está situada la pletina base del pilar 4 anteriormente citada. La pieza superior del pilar 2, de diámetro menor al de la pieza inferior del pilar 3, dispone en toda su longitud y espaciadas entre sí de perforaciones de la pieza superior del pilar 6 iguales a la de la pieza inferior del pilar 3. Uniendo con un pasador 34 las perforaciones de la pieza inferior del pilar 3 con unas de las practicadas en la pieza superior del pilar 2, se obtiene la altura de la entreplanta. En el extremo superior de la pieza superior del pilar 2 de menor diámetro se sitúa un capitel 7 del mismo material, formado por una pletina doblada en ángulo recto de forma que presenta dos caras verticales entre sí, una cara del capitel soldada al pilar 8, de anchura igual a la pieza superior del pilar 2, está soldada a éste, la otra cara de sujeción a la viga 9 de anchura igual a la viga 12, descrita más adelante, dispone de unas perforaciones del capitel 10 coincidentes con otras practicadas en la viga 12. En la parte exterior de esta misma cara de sujeción de la viga 9, se encuentra al menos una pletina de refuerzo 11 en forma de arco, cuya parte plana está soldada al capitel 7 y a la pieza superior del pilar 2 conjuntamente.A preferable embodiment of the invention is constituted from four cylindrical steel pillars 1, composed of two pieces, upper pillar 2 and lower pillar 3, which fit one inside the other, one located in the upper part 2 and with a smaller diameter, which slides inside the other 3 located in the lower part and with a larger diameter, with enough tolerance to allow it to slide. The lower part of the pillar 3 has at one end a base plate of the pillar 4 of the same material, rounded, with several perforations, it is welded to the pillar off-center. The lower part of the pillar 3 has at least two perforations of the lower part of the pillar 5 at the same level and opposite ones located at the other end where the aforementioned base plate of the pillar 4 is located. The upper part of the pillar 2, with a diameter smaller than that of the lower part of the pillar 3, has perforations along its entire length and spaced from one another in the upper part of the pillar 6 equal to those of the lower part of the pillar 3. Joining with a pin 34 perforates the lower part of the pillar 3 with one of those made in the upper part of the pillar 2, the height of the mezzanine is obtained. At the upper end of the upper part of the pillar 2 with a smaller diameter, there is a capital 7 of the same material, formed by a plate bent at a right angle so that it has two vertical faces with respect to each other, one face of the capital welded to the pillar 8, with a width equal to the upper part of the pillar 2, it is welded to it, the other fastening face to the beam 9 with a width equal to the beam 12, described later, has some perforations of the capital 10 coinciding with others made in the beam 12. On the outside of this same support face of the beam 9, there is at least one reinforcing plate 11 in the form of an arch, the flat part of which is welded to the capital 7 and to the upper part of the pillar 2 together.
Al capitel 7, ya descrito, se encuentra unida de forma solidaria mediante tornillería, una viga 12 del mismo material que los anteriores componentes, de forma rectangular, con un corte longitudinal de la viga 13 en uno de los lados mayores del rectángulo, practicado en toda su extensión con amplitud suficiente para alojar un conector de viga a vigueta 14, descrito más adelante. En la cara opuesta a este corte longitudinal de la viga 13 existen unas perforaciones de la viga 15 en toda la longitud de la viga 12 coincidentes con las perforaciones del capitel 10.To the capital 7, already described, a beam 12 of the same material as the previous components, rectangular in shape, with a longitudinal cut of the beam 13 on one of the larger sides of the rectangle, made in its entire length with sufficient width to house a beam-to-joist connector 14, described later. On the face opposite to this longitudinal section of the beam 13 there are perforations of the beam 15 throughout the length of the beam 12 coinciding with the perforations of the capital 10.
Estas vigas 12, al igual que los pilares 1, están compuestas de dos piezas de la viga 16 introducidas una dentro de la otra, con tolerancia suficiente para permitir su deslizamiento y que fijándolas mediante tornillos pasadores por sus perforaciones 15 darán la anchura de la entreplanta.These beams 12, like the pillars 1, are made up of two pieces of the beam 16 inserted one inside the other, with sufficient tolerance to allow them to slide, and fixing them with bolts through their perforations 15 will give the width of the mezzanine. .
Al conector de viga a vigueta 14 anteriormente citado y que se describe más adelante está unida mediante tornillería una vigueta 17 de la misma forma, material y composición que las vigas 12, de la misma longitud y algo menor de sección, su extensibilidad regula la profundidad de la estructura. Incorpora en cada uno de sus extremos un conector de viga a vigueta 14 formado por una pletina del mismo material que los anteriores componentes, doblada en ángulo recto, quedando dos caras perpendiculares entre sí. Una de estas caras, que es la cara de vigueta a la viga 18 tiene la dimensión suficiente para acoplarse en el interior del rectángulo formado por la viga y con las perforaciones de viga a vigueta 19 necesarias coincidentes con las practicadas en la viga 12 y unida a ésta por tornillos. La otra cara, la del conector unido a la vigueta 20, tiene las medidas necesarias para ir acoplada de la misma forma que la anterior al extremo de la vigueta 17. Cada uno de sus extremos se acopla a la viga 12 correspondiente mediante el conector de viga a vigueta 14 anteriormente descrito, disponiendo en toda la longitud de las vigas 12 las suficientes viguetas 17 para soportar el peso a que esté destinada la estructura. A beam 17 of the same shape, material and composition as the beams 12, of the same length and somewhat smaller in section, its extensibility regulates the depth of the structure. It incorporates at each of its ends a beam-to-joist connector 14 formed by a plate made of the same material as the previous components, bent at a right angle, leaving two faces perpendicular to each other. One of these faces, which is the joist-to-beam face 18, has sufficient dimension to fit inside the rectangle formed by the beam and with the necessary beam-to-joist perforations 19 that coincide with those made in the beam 12 and joined to it by screws. The other face, that of the connector attached to the beam 20, has the necessary measurements to be coupled in the same way as the previous one to the end of the beam 17. Each of its ends is coupled to the corresponding beam 12 through the connector of beam to beam 14 previously described, arranging along the entire length of the beams 12 enough beams 17 to support the weight to which the structure is intended.
Cada viga 12 está unida por sus extremos a un pilar 1, formando una viga 12 y dos pilares 1 un conjunto y la entreplanta está formada por dos conjuntos uno anterior y otro posterior unidos mediante las viguetas 17 que a su vez soportan el suelo raso 21, formado por planchas de un material duro, atornillado a las viguetas 17. Sobre este suelo raso 21 se coloca el suelo definitivo según el uso a que esté destinada la entreplanta.Each beam 12 is joined at its ends to a pillar 1, forming one beam 12 and two pillars 1, and the mezzanine is formed by two sets, one front and one rear, joined by joists 17 which in turn support the flat floor 21 , formed by plates of a hard material, screwed to the joists 17. On this level floor 21 the final floor is placed according to the use to which the mezzanine is intended.
En el lado más conveniente de la estructura existe una escalera 22 formada por dos vigas de la escalera 28 extensibles provistas en sus extremos superiores de un conector de escalera 23, formado por una pletina de sujeción de la escalera 26 doblada en ángulo recto, en la que en cada una de sus caras incorpora una perforación en forma de corredera 24, que se atornilla a una viga 12 o vigueta 17 utilizando las perforaciones de que estas disponen y al suelo raso 21. A esta pletina y soldada a la arista de una de sus caras en sentido vertical, está incorporada otra pletina del conector de la escalera 25 que forma un ángulo con la anterior superior a los 90°, y que da la inclinación a la escalera 22, esta pletina del conector de la escalera 25 dispone de unas perforaciones de la pletina soldada 27 coincidentes con la perforaciones de las vigas de la escalera 28 que soportan y forman la escalera 22 a las que están sujetas mediante tornillos. El otro extremo de las vigas de la escalera 28 que forman la escalera 22 incorporan conectores base de la escalera 29 formados por una pletina doblada en ángulo recto en la que una de sus caras, la cara del conector base a la viga 30, está atornillada a cada una de las vigas de la escalera 28. La otra cara de la pletina, que es la cara del conector base al suelo 31, tiene al menos una perforación del conector base al suelo 32 por medio de la cual se une la escalera 22 al suelo por anclaje de expansión.On the most convenient side of the structure there is a ladder 22 formed by two extendable ladder beams 28 provided at their upper ends with a ladder connector 23, formed by a ladder fastening plate 26 bent at right angles, at the that on each of its faces incorporates a slide-shaped perforation 24, which is screwed to a beam 12 or joist 17 using the perforations that these have and to the flat floor 21. To this plate and welded to the edge of one of its faces vertically, another plate of the connector of the ladder 25 is incorporated that forms an angle with the previous one greater than 90°, and that gives the inclination to the ladder 22, this plate of the connector of the ladder 25 has some perforations of the welded plate 27 coinciding with the perforations of the beams of the ladder 28 that support and form the ladder 22 to which they are fastened by means of screws. The other end of the ladder beams 28 forming the ladder 22 incorporates ladder base connectors 29 formed by a plate bent at a right angle to which one of its faces, the face of the base connector to the beam 30, is screwed. to each of the ladder beams 28. The other face of the plate, which is the base-to-floor connector face 31, has at least one base-to-floor connector perforation 32 through which the ladder 22 is attached. to the ground by expansion anchor.
Unidos por tornillos a las perforaciones de ambas vigas de la escalera 28, están situados los peldaños 33 de material resistente. Attached by screws to the perforations of both beams of the ladder 28, the rungs 33 of resistant material are located.
Claims (11)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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ES200901273A ES2358942B1 (en) | 2009-05-22 | 2009-05-22 | ADJUSTABLE ENTREPLANTA. |
PCT/ES2010/000218 WO2010133728A1 (en) | 2009-05-22 | 2010-05-19 | Adjustable mezzanine floor |
Publications (1)
Publication Number | Publication Date |
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ES2894345T3 true ES2894345T3 (en) | 2022-02-14 |
Family
ID=43125777
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Application Number | Title | Priority Date | Filing Date |
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ES200901273A Active ES2358942B1 (en) | 2009-05-22 | 2009-05-22 | ADJUSTABLE ENTREPLANTA. |
ES10777397T Active ES2894345T3 (en) | 2009-05-22 | 2010-05-19 | adjustable mezzanine |
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ES200901273A Active ES2358942B1 (en) | 2009-05-22 | 2009-05-22 | ADJUSTABLE ENTREPLANTA. |
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CN (1) | CN102439247B (en) |
ES (2) | ES2358942B1 (en) |
PT (1) | PT2434073T (en) |
WO (1) | WO2010133728A1 (en) |
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Publication number | Priority date | Publication date | Assignee | Title |
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EP2511538A1 (en) * | 2011-04-11 | 2012-10-17 | Amec System GmbH | Modular system for machine, special purpose machine and assembly construction |
EP2977522A3 (en) * | 2014-07-21 | 2016-03-23 | Michela Zenatti | Aseismic loft |
CN104389367B (en) * | 2014-11-20 | 2017-07-18 | 北京凯必盛自动门技术有限公司 | A kind of drive device of liftable floor |
CN112112280B (en) * | 2020-07-30 | 2021-11-19 | 上海精典规划建筑设计有限公司 | Steel structure support frame |
WO2023187467A1 (en) * | 2022-03-31 | 2023-10-05 | Kirk Davis | Modular decking system |
Family Cites Families (11)
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US2233055A (en) * | 1939-05-04 | 1941-02-25 | Frank M Kennedy | Automobile parking device |
FR1381954A (en) * | 1964-02-08 | 1964-12-14 | Betonbau Gmbh | Connection device between beam elements for buildings |
GB2014686A (en) * | 1977-11-16 | 1979-08-30 | Wilson A H | Joints for Metal Building Frameworks |
US5188479A (en) * | 1992-04-30 | 1993-02-23 | Unistrut International Corp. | Tubular framing system |
US5459967A (en) * | 1994-02-10 | 1995-10-24 | Bodtker; Carl E. | Adjustable support structure |
TW253924B (en) * | 1994-09-14 | 1995-08-11 | Nippon Kotetsu Kokusai Kk | Elevatable work facility |
NO319797B1 (en) * | 2002-04-25 | 2005-09-19 | Stein Hofstad | Module-based building system |
US6749041B1 (en) * | 2002-12-23 | 2004-06-15 | Larry S. Hutchings | Joist scaffold unit |
DE202005020270U1 (en) * | 2005-12-23 | 2007-05-10 | Klaus Multiparking Gmbh | Torsion shaft for motor vehicle parking device, has two gears whereby two gears are so connected to torsion shaft, for torque transmission, that they can be assembled in individual parts |
DE202006001406U1 (en) * | 2006-01-30 | 2006-04-06 | Maha Maschinenbau Haldenwang Gmbh & Co. Kg | Parking platform for motor vehicles |
CN2927943Y (en) * | 2006-06-17 | 2007-08-01 | 毛光海 | Folding top plate support frame |
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2009
- 2009-05-22 ES ES200901273A patent/ES2358942B1/en active Active
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2010
- 2010-05-19 ES ES10777397T patent/ES2894345T3/en active Active
- 2010-05-19 EP EP10777397.0A patent/EP2434073B1/en active Active
- 2010-05-19 CN CN201080022436.0A patent/CN102439247B/en active Active
- 2010-05-19 PT PT107773970T patent/PT2434073T/en unknown
- 2010-05-19 WO PCT/ES2010/000218 patent/WO2010133728A1/en active Application Filing
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EP2434073A4 (en) | 2015-03-11 |
EP2434073A1 (en) | 2012-03-28 |
EP2434073B1 (en) | 2021-08-11 |
ES2358942B1 (en) | 2012-05-25 |
ES2358942A1 (en) | 2011-05-17 |
CN102439247A (en) | 2012-05-02 |
PT2434073T (en) | 2021-10-21 |
WO2010133728A1 (en) | 2010-11-25 |
CN102439247B (en) | 2014-04-23 |
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