WO2010133728A1 - Adjustable mezzanine floor - Google Patents

Adjustable mezzanine floor Download PDF

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Publication number
WO2010133728A1
WO2010133728A1 PCT/ES2010/000218 ES2010000218W WO2010133728A1 WO 2010133728 A1 WO2010133728 A1 WO 2010133728A1 ES 2010000218 W ES2010000218 W ES 2010000218W WO 2010133728 A1 WO2010133728 A1 WO 2010133728A1
Authority
WO
WIPO (PCT)
Prior art keywords
perforations
ladder
pillar
mezzanine
connector
Prior art date
Application number
PCT/ES2010/000218
Other languages
Spanish (es)
French (fr)
Inventor
Daniel Tecedor Rotaeche
Alvaro Tecedor Rotaeche
Original Assignee
Daniel Tecedor Rotaeche
Alvaro Tecedor Rotaeche
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Daniel Tecedor Rotaeche, Alvaro Tecedor Rotaeche filed Critical Daniel Tecedor Rotaeche
Priority to EP10777397.0A priority Critical patent/EP2434073B1/en
Priority to ES10777397T priority patent/ES2894345T3/en
Priority to CN201080022436.0A priority patent/CN102439247B/en
Publication of WO2010133728A1 publication Critical patent/WO2010133728A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/28Scaffolds primarily resting on the ground designed to provide support only at a low height
    • E04G1/32Other free-standing supports, e.g. using trestles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34305Structures characterised by movable, separable, or collapsible parts, e.g. for transport telescopic
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/18Scaffolds primarily resting on the ground adjustable in height
    • E04G1/22Scaffolds having a platform on an extensible substructure, e.g. of telescopic type or with lazy-tongs mechanism
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2415Brackets, gussets, joining plates
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2448Connections between open section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2457Beam to beam connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • E04B2001/2469Profile with an array of connection holes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • E04B2001/2472Elongated load-supporting part formed from a number of parallel profiles

Definitions

  • the present invention relates 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 for masonry work or changes in the structure.
  • the known mezzanines have the following drawbacks: They cannot be reused for other sites, for which reason they must neglect the installed mezzanine and install a new one in the case of transfer to another place. Specialized staff is necessary
  • REPLACEMENT SHEET (RULE 26) to carry out the installation of 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 components necessarily of fixed measures. It takes more time for installation.
  • the modular mezzanines being constituted by 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.
  • the present invention relates to a mezzanine comprising a floor surface extended on beams supported by pillars that is characterized in that: at least one pillar is composed of an upper part of the pillar and a lower part of the pillar inserted into each other with telescopic relationship, where the lower part of the abutment has at least two perforations of the lower part and the upper part of the abutment has at least two perforations of the upper part positioned coincidentally to join both parts by means of a pin; at least one beam is composed of beam pieces inserted into each other with a telescopic relationship and having beam perforations that coincide in both pieces for joining;
  • the mezzanine comprises at least two assemblies each formed by two pillars joined by the beam held by the capital, said assemblies are joined together by a joist composed of pieces inserted into each other with a telescopic relationship and which they have perforations that coincide in both pieces for their union.
  • Said joist incorporates at each of its ends a beam-to-joist connector that has a beam face to the beam and a connector face attached to the joist with the corresponding beam-to-joist perforations that coincide respectively with perforations of the beam. beam and perforations of the joist for joining said assemblies.
  • the mezzanine comprises at least four pillars, at least two beams and at least two joists.
  • the present invention provides the state of the art with innovative, simple and easy-to-use solutions that result in the following advantages: They can be reused for other locations, it being not necessary to neglect the installed mezzanine and install a new in the case of transfer to another place. No specialized personnel are 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 less.
  • the firmness offered by the mezzanine proposed by the present invention is
  • REPLACEMENT SHEET 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 to move an operator to take measurements of the location where the mezzanine should be located with the consequent economic savings. The manufacture 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 you can have an adequate stock, assuming a saving in service time.
  • the invention is constituted from four steel pillars or a material of the same characteristics composed of tubes with telescopic relationship.
  • a metal plate which can be circular or otherwise, with holes to hold it to the ground by means of screws, is preferably welded off-center in the base of the lower tube, leaving the widest area oriented towards the inside of the structure and avoid so that the pillar is too far from the wall.
  • the two tubes that form the pillar have coincident perforations that regulate the height of the structure by means of a pin.
  • a capital which can be of the same material, formed by a plate bent essentially at right angles, welded to the pillar by one of its sides and attached to the other side by means of screws to a beam, described below.
  • the essentially bent plate at a right angle that forms the capital has a reinforcement plate welded to the pillar and the capital on the welded side.
  • REPLACEMENT SHEET (RULE 26) resistant whose sectional cut has a rectangular shape.
  • One of the major sides of the rectangle which draws the profile of the beam, has an opening along the entire length of the beam with sufficient width to accommodate a connector, formed by a plate that can be of the same material as the previous components, folded 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 to the one that is cut in its entire length there are perforations coinciding with the perforations of the capital and the connector, it also has other larger perforations that act as cable passes.
  • the beams and joists are composed of two pieces inserted into each other, with a telescopic relationship that fixing them by bolts through their perforations will give the width and depth of the mezzanine.
  • Each beam is joined by its ends to a pillar, forming a beam and two pillars a set and the mezzanine is formed by two sets one front and one rear joined by the joists that in turn support the ceiling, formed by plates of a hard material, screwed to the joists.
  • the final floor is placed on this ceiling according to the use to which the mezzanine is intended.
  • a staircase made of two stringers, formed by extensible beams provided at its 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 floor.
  • the lower end of the beams that form the ladder incorporate other anchors formed by a plate folded in
  • REPLACEMENT SHEET (RULE 26) adequate angulation depending on the inclination of the ladder.
  • a different embodiment is made of another type of material with sufficient strength and rigidity to withstand the design load.
  • Another different embodiment consists of more than four pillars.
  • Another different embodiment incorporates polygonal or other pillars.
  • the base plate located at the lower end of the pillar is polygonal or other.
  • the profile of the beams and joists are in the form of sigma, zeta, omega, "u” or similar.
  • Another different embodiment is constituted by beams and profile joists of square shape.
  • the mezzanine incorporates a railing located at the top
  • the staircase has a railing
  • the ladder can be folded up, with the axis of rotation at its top.
  • the ladder is hidden under the beams of the mezzanine, moving it horizontally into it.
  • the ladder is held by a foot that hangs from the bottom of the ladder on one of its sides so that free passage is allowed under it.
  • the ladder pivots to one side, with the axis of rotation in one of its stringers or in the support beams of the steps and the folding handrails.
  • REPLACEMENT SHEET (RULE 26)
  • the ladder is located inside the mezzanine, between two joists, opening a gap in the floor of the upper floor for access.
  • a preferable embodiment of the invention is constituted from four pillars 1 of steel, cylindrical, composed of two pieces, upper of the pillar 2 and lower of the pillar 3, which fit one inside the other, one located in the upper part 2 and of smaller diameter, which slides inside the other 3 located in the lower part and of larger diameter, With enough tolerance to allow it to slip.
  • 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, is welded to the pillar in an off-center manner.
  • 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 located at the other end where the base plate of the aforementioned pillar 4 is located.
  • the upper part of the pillar 2 smaller in diameter than the piece
  • REPLACEMENT SHEET (RULE 26) bottom of the pillar 3 has in its entire length and spaced from each other perforations of the upper part of the pillar 6 equal to that of the lower part of the pillar 3.
  • a capital 7 of the same material formed by a plate folded at a right angle so that it has two vertical faces, a face of the capital welded to the pillar 8, of width equal to the upper part of the pillar 2, is welded to it, the other face fastening to the beam 9 of width equal to the beam 12, described below, has perforations of the capital 10 coinciding with others practiced in the beam 12.
  • These beams 12, like the pillars 1, are composed of two pieces of the beam 16 inserted into each other, with sufficient tolerance to allow it to slide and that fixing them by means of pin screws through their perforations 15 will give the width of the mezzanine.
  • the other side, that of the connector attached to the beam 20, has the necessary measures 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 by the connector of beam to beam 14 described above, with the entire length of beams 12 having enough joists 17 to support the weight to which the structure is intended.
  • Each beam 12 is joined at its ends to a pillar 1, a beam 12 and two pillars 1 forming a set and the mezzanine is formed by two assemblies one front and one rear joined by the joists 17 which in turn support the ground floor 21 , formed by plates of a hard material, screwed to the joists 17. On this floor 21 the final floor is placed according to the use to which the mezzanine is intended.
  • a ladder 22 formed by two extendable ladder beams 28 provided at its upper ends with a ladder connector 23, formed by a ladder holding plate 26 bent at right angles, in the which on each of its faces incorporates a perforation in the form of a slide 24, which is screwed to a beam 12 or joist 17
  • REPLACEMENT SHEET (RULE 26) using the perforations that they have and to the floor 21.
  • this ladder connector plate 25 has welded plate perforations 27 coinciding with the perforations of the ladder beams 28 that support and form the ladder 22 at the which are fastened by screws.
  • the other end of the ladder beams 28 that form the ladder 22 incorporate base connectors of the ladder 29 formed by a bent plate at right angles in which one of its faces, the face of the base connector to the beam 30, is screwed to each of the beams of the ladder 28.
  • the other side of the plate, which is the face of the base connector to the floor 31 has at least one perforation of the base connector to the floor 32 by means of which the ladder 22 is attached to the ground by expansion anchor.

Abstract

The invention relates to a mezzanine floor provided with a system for extending all of the components thereof, which allows the floor to be installed anywhere and moved to other locations, wherein one structure can be adapted to different spaces without any changes having to be made to said structure. The structure is formed by four extendable posts (1) which support two extendable beams (12) by means of a capital (7). Connectors are used to connect a series of extendable joists (17) to the aforementioned beams and the level floor (21) is installed on said joists. The invention also includes a staircase (22) secured to the top part of the structure by means of connectors.

Description

Entreplanta ajustable Adjustable 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 relates 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 for masonry work or changes in the structure.
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 components of the construction and singularly in the auxiliary industry of the 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. 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.In this sector of the technique, effective developments, specifically dedicated to the function in question, give rise to a system of simple installation, 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, simple and highly economical manufacturing embodiment. Some models are known in this sector of the industry that do not bring to the state of the art the novel features proposed by the present invention. The state of the art provides fixed mezzanines, custom made according to the details of the location in which it is to be installed and another type of modular mezzanine consisting of fixed modules of preconceived sizes and that have to undergo an adaptation to the place at the time of its 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 especializadoIn the face of the novelties provided by the present invention, the known mezzanines have the following drawbacks: They cannot be reused for other sites, for which reason they must neglect the installed mezzanine and install a new one in the case of transfer to another place. Specialized staff is necessary
HOJA DE REEMPLAZO (REGLA 26) 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 albañileria.REPLACEMENT SHEET (RULE 26) to carry out the installation of 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 components necessarily of fixed measures. It takes more time for installation. The modular mezzanines being constituted by 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 measurements of the location where the mezzanine should be located with the consequent economic cost. The manufacture of these conventional mezzanines because it is necessary to produce them in units is significantly more expensive than those proposed by this invention. For the same reason an adequate stock cannot be available, assuming a dilation of the service time.
La presente invención se refiere a una entreplanta que comprende una superficie de suelo extendido sobre vigas soportadas por pilares que se caracteriza porque: al menos un pilar esta compuesto de una pieza superior del pilar y una pieza inferior del pilar introducida una dentro de la otra con relación telescópica, donde la pieza inferior del pilar dispone de al menos dos perforaciones de la pieza inferior y la pieza superior del pilar dispone de al menos dos perforaciones de la pieza superior situadas de forma coincidente para unir ambas piezas mediante un pasador; al menos una viga esta compuesta por piezas de la viga introducidas una dentro de la otra con relación telescópica y que disponen de perforaciones de la viga que coinciden en ambas piezas para su unión;The present invention relates to a mezzanine comprising a floor surface extended on beams supported by pillars that is characterized in that: at least one pillar is composed of an upper part of the pillar and a lower part of the pillar inserted into each other with telescopic relationship, where the lower part of the abutment has at least two perforations of the lower part and the upper part of the abutment has at least two perforations of the upper part positioned coincidentally to join both parts by means of a pin; at least one beam is composed of beam pieces inserted into each other with a telescopic relationship and having beam perforations that coincide in both pieces for joining;
HOJA DE REEMPLAZO (REGLA 26) y el pilar en su extremo superior dispone de un capitel, cuya cara de sujeción de la viga dispone de perforaciones del capitel que coinciden con las perforaciones de la viga para unir la viga al pilar. En una realización preferente, la entreplanta comprende al menos dos conjuntos formados cada uno por dos pilares unidos mediante la viga sujetada mediante el capitel, dichos conjuntos están unidos entre si mediante una vigueta compuesta por piezas introducidas una dentro de la otra con relación telescópica y que disponen de perforaciones que coinciden en ambas piezas para su unión. Dicha vigueta incorpora en cada uno de sus extremos un conector de viga a vigueta que dispone de una cara de la vigueta a la viga y una cara del conector unido a la vigueta con las correspondientes perforaciones de viga a vigueta que coinciden respectivamente con perforaciones de la viga y perforaciones de la vigueta para la unión de dichos conjuntos.REPLACEMENT SHEET (RULE 26) and the pillar at its upper end has a capital, whose beam clamping face has perforations of the capital that coincide with the perforations of the beam to join the beam to the pillar. In a preferred embodiment, the mezzanine comprises at least two assemblies each formed by two pillars joined by the beam held by the capital, said assemblies are joined together by a joist composed of pieces inserted into each other with a telescopic relationship and which they have perforations that coincide in both pieces for their union. Said joist incorporates at each of its ends a beam-to-joist connector that has a beam face to the beam and a connector face attached to the joist with the corresponding beam-to-joist perforations that coincide respectively with perforations of the beam. beam and perforations of the joist for joining said assemblies.
En otra realización preferente, la entreplanta comprende al menos cuatro pilares, al menos dos vigas y al menos dos viguetas .In another preferred embodiment, the mezzanine comprises at least four pillars, 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: 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 esFaced with the drawbacks described above, the present invention provides the state of the art with innovative, simple and easy-to-use solutions that result in the following advantages: They can be reused for other locations, it being not necessary to neglect the installed mezzanine and install a new in the case of transfer to another place. No specialized personnel are 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 less. The firmness offered by the mezzanine proposed by the present invention is
HOJA DE REEMPLAZO (REGLA 26) superior a la ofrecida por las entreplantas modulares. Es más versátil. Su instalación no es complicada. No va acompañada de obras de albañileria. 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.REPLACEMENT SHEET (RULE 26) 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 to move an operator to take measurements of the location where the mezzanine should be located with the consequent economic savings. The manufacture 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 you can 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 . 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.All these conjugated elements give rise to a final result in which significant differentiating characteristics are provided compared to the current state of the art. Thus, the invention is constituted from four steel pillars or a material of the same characteristics composed of tubes with telescopic relationship. A metal plate, which can be circular or otherwise, with holes to hold it to the ground by means of screws, is preferably welded off-center in the base of the lower tube, leaving the widest area oriented towards the inside of the structure and avoid so that the pillar is too far from the wall. The two tubes that form the pillar have coincident perforations that regulate the height of the structure by means of a pin. At the upper end of the pillar is a capital, which can be of the same material, formed by a plate bent essentially at right angles, welded to the pillar by one of its sides and attached to the other side by means of screws to a beam, described below. . The essentially bent plate at a right angle that forms the capital has a reinforcement plate welded to the pillar and the capital on the welded side.
Al capitel, se encuentra unida de forma solidaria mediante tornillería, una viga de acero o de otro materialTo the capital, it is united in solidarity with screws, a beam of steel or other material
HOJA DE REEMPLAZO (REGLA 26) 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.REPLACEMENT SHEET (RULE 26) resistant whose sectional cut has a rectangular shape. One of the major sides of the rectangle, which draws the profile of the beam, has an opening along the entire length of the beam with sufficient width to accommodate a connector, formed by a plate that can be of the same material as the previous components, folded 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 to the one that is cut in its entire length, there are perforations coinciding with the perforations of the capital and the connector, it also has other larger perforations that act as cable passes.
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 composed of two pieces inserted into each other, with a telescopic relationship that fixing them by bolts through their perforations will give the width and depth of the mezzanine. Each beam is joined by its ends to a pillar, forming a beam and two pillars a set and the mezzanine is formed by two sets one front and one rear joined by the joists that in turn support the ceiling, formed by plates of a hard material, screwed to the joists. The final floor is placed on this ceiling 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 enOn the most convenient side of the structure there is a staircase made of two stringers, formed by extensible beams provided at its 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 floor. The lower end of the beams that form the ladder incorporate other anchors formed by a plate folded in
HOJA DE REEMPLAZO (REGLA 26) la angulación adecuada en función de la inclinación de la escalera.REPLACEMENT SHEET (RULE 26) adequate angulation depending on the inclination of the ladder.
Unidos por tornillos a las perforaciones de ambas vigas, están situados los peldaños de material resistente. Una realización diferente está fabricada con otro tipo de material con suficiente resistencia y rigidez para soportar la carga de diseño.Attached by screws to the perforations of both beams, the rungs of resistant material are located. A different embodiment is made of another type of material with sufficient strength and rigidity to withstand the design load.
Otra realización diferente está constituida por más de cuatro pilares. Otra realización distinta incorpora pilares de forma poligonal u otra.Another different embodiment consists of more than four pillars. Another different embodiment incorporates polygonal or other 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, is polygonal or other.
Indistintamente la pletina de refuerzo del capitel situada en el extremo superior del pilar, tiene forma poligonal u otra.Regardless of the capital reinforcement plate located at the upper end of the pillar, it is polygonal or other.
De forma diferente el perfil de las vigas y viguetas tienen forma de sigma, zeta, omega, "u" o similar.Differently, the profile of the beams and joists are in the form of sigma, zeta, omega, "u" or similar.
Otra realización diferente está constituida por vigas y viguetas de perfil de forma cuadrada.Another different embodiment is constituted by beams and profile joists of square shape.
En otra forma distinta la entreplanta incorpora una barandilla situada en la parte superior,In a different way the mezzanine incorporates a railing located at the top,
Indistintamente la escalera dispone de barandillaIndistinctly 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 up, with the axis of rotation at its top.
Alternativamente la escalera se esconde bajo las vigas de la entreplanta desplazándola en horizontal hacia dentro de ésta 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.Alternatively, the ladder is hidden under the beams of the mezzanine, moving it horizontally into it. Indistinctly the ladder is held by a foot that hangs from the bottom of the ladder on one of its sides so that free passage is allowed 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, with the axis of rotation in one of its stringers or in the support beams of the steps and the folding handrails.
HOJADE REEMPLAZO (REGLA 26) 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.REPLACEMENT SHEET (RULE 26) In another different embodiment the ladder is located inside the mezzanine, between two joists, opening a gap in the floor of the upper floor for access.
De forma diferente la unión de los elementos regulables se efectúa mediante pestañas incorporadas en las piezas, de forma que no sea necesario el uso de tornillería u otros elementos de fijación.In a different way the union of the adjustable elements is carried out by means of tabs incorporated in the pieces, so that it is not necessary to use screws or other fasteners.
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: Figura 1.- Visión de conjunto Figura 2. - Pilar Figura 3. - Capitel Figura 4. - Viga Figura 5.- Conector de la vigueta a la viga Figura 6. - EscaleraFor a better understanding of this specification, some drawings are attached which, by way of non-limiting example, describe a preferable embodiment of the invention: Figure 1.- Overview Figure 2. - Pillar Figure 3. - Capital Figure 4. - Beam Figure 5.- Beam to beam connector Figure 6. - Ladder
Figura 7. - Conector de la escalera a la entreplanta Figura 8. - Placa base de la escaleraFigure 7. - Ladder connector to the mezzanine Figure 8. - Ladder base plate
En dichas figuras se destacan los siguientes elementos numerados :These figures include the following numbered elements:
1.- Pilar1.- Pillar
2. - Pieza superior del pilar 3. - Pieza inferior del pilar 4. - Pletina base del pilar 5.- Perforaciones de la pieza inferior del pilar 6.- perforaciones de la pieza superior del pilar 7.- Capitel2. - Upper part of the pillar 3. - Lower part of the pillar 4. - Base plate of the pillar 5.- Perforations of the lower part of the pillar 6.- perforations of the upper part of the pillar 7.- Capital
8. - Cara del capitel soldada al pilar 9.- Cara de sujeción de la viga 10. - Perforaciones del capitel 11.- Pletina de refuerzo 12. - Viga8. - Capital face welded to the pillar 9.- Beam clamping face 10. - Capital perforations 11.- Reinforcement plate 12. - Beam
13. - Corte longitudinal de la viga 14. - Conector de viga a vigueta 15. - Perforaciones de la viga13. - Longitudinal cut of the beam 14. - Beam to beam connector 15. - Beam perforations
HOJADE REEMPLAZO (REGLA 26) 16. - Piezas de la vigaREPLACEMENT SHEET (RULE 26) 16. - Beam parts
17. - Vigueta17. - Joist
18. - Cara de la vigueta a la viga 19.- Perforaciones de viga a vigueta 20.- Cara del conector unido a la vigueta 21. - Suelo raso 22.- Escalera 23. - Conector de escalera 24. - Perforaciones de corredera 25,- Pletina del conector de la escalera 26.- Pletina de sujeción de la escalera 27.- Perforaciones de la pletina soldada 28.- Vigas de la escalera 29.- Conector base de la escalera 30.- Cara del conector base a la viga 31.- Cara del conector base al suelo 32.- Perforación del conector base al suelo 33.- Peldaños 34. - Pasador Una realización preferible de la invención se constituye a partir de cuatro pilares 1 de acero, cilindricos, compuestos de dos piezas, superior del pilar 2 y 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 pieza18. - Beam face to beam 19.- Beam to beam perforations 20.- Connector face attached to joist 21. - Ground floor 22.- Staircase 23. - Ladder connector 24. - Sliding perforations 25 , - Ladder connector plate 26.- Ladder support plate 27.- Welded plate perforations 28.- Ladder beams 29.- Ladder base connector 30.- Base connector face to the beam 31.- Face of the base connector to the ground 32.- Drilling of the base connector to the ground 33.- Steps 34. - Pin A preferable embodiment of the invention is constituted from four pillars 1 of steel, cylindrical, composed of two pieces, upper of the pillar 2 and lower of the pillar 3, which fit one inside the other, one located in the upper part 2 and of smaller diameter, which slides inside the other 3 located in the lower part and of larger diameter, With enough tolerance to allow it to slip. 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, is welded to the pillar in an off-center manner. 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 located at the other end where the base plate of the aforementioned pillar 4 is located. The upper part of the pillar 2, smaller in diameter than the piece
HOJADE REEMPLAZO (REGLA 26) 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 . 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. 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. Al conector de viga a vigueta 14 anteriormente citado yREPLACEMENT SHEET (RULE 26) bottom of the pillar 3, has in its entire length and spaced from each other perforations of the upper part of the pillar 6 equal to that of the lower part of the pillar 3. Joining with a pin 34 the perforations of the lower part of the pillar 3 with of those practiced 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 of smaller diameter is a capital 7 of the same material, formed by a plate folded at a right angle so that it has two vertical faces, a face of the capital welded to the pillar 8, of width equal to the upper part of the pillar 2, is welded to it, the other face fastening to the beam 9 of width equal to the beam 12, described below, has perforations of the capital 10 coinciding with others practiced in the beam 12. On the outside of this same clamping face of the beam 9, there is at least one arc-shaped reinforcing plate 11, the flat part of which is welded to the capital 7 and to the upper part of the pillar 2 together. To the capital 7, already described, a beam 12 of the same material as the previous components, of rectangular shape, with a longitudinal cut of the beam 13 on one of the major sides of the rectangle, made in its entire extension with sufficient amplitude to accommodate a beam to beam connector 14, described below. On the opposite side of this longitudinal section of the beam 13 there are perforations of the beam 15 along the entire length of the beam 12 coinciding with the perforations of the capital 10. These beams 12, like the pillars 1, are composed of two pieces of the beam 16 inserted into each other, with sufficient tolerance to allow it to slide and that fixing them by means of pin screws through their perforations 15 will give the width of the mezzanine. To the beam-to-joist connector 14 mentioned above and
HOJADE REEMPLAZO (REGLA 26) 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 si. 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.REPLACEMENT SHEET (RULE 26) described below, a joist 17 of the same shape, material and composition as the beams 12, of the same length and somewhat smaller in section, is connected by screws, 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 of the same material as the previous components, bent at right angles, leaving two faces perpendicular to each other. One of these faces, which is the joist face to the beam 18, has the sufficient dimension to fit inside the rectangle formed by the beam and with the necessary beam-to-joist perforations 19 coinciding with those practiced in beam 12 and joined to this one by screws. The other side, that of the connector attached to the beam 20, has the necessary measures 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 by the connector of beam to beam 14 described above, with the entire length of beams 12 having enough joists 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, a beam 12 and two pillars 1 forming a set and the mezzanine is formed by two assemblies one front and one rear joined by the joists 17 which in turn support the ground floor 21 , formed by plates of a hard material, screwed to the joists 17. On this 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 17On the most convenient side of the structure there is a ladder 22 formed by two extendable ladder beams 28 provided at its upper ends with a ladder connector 23, formed by a ladder holding plate 26 bent at right angles, in the which on each of its faces incorporates a perforation in the form of a slide 24, which is screwed to a beam 12 or joist 17
HOJA DE REEMPLAZO (REGLA26) 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.REPLACEMENT SHEET (RULE 26) using the perforations that they have and to the floor 21. To this plate and welded to the edge of one of its faces vertically, another plate of the stair connector 25 is incorporated which forms an angle with the previous one superior to the 90 °, and which gives the inclination to the ladder 22, this ladder connector plate 25 has welded plate perforations 27 coinciding with the perforations of the ladder beams 28 that support and form the ladder 22 at the which are fastened by screws. The other end of the ladder beams 28 that form the ladder 22 incorporate base connectors of the ladder 29 formed by a bent plate at right angles in which one of its faces, the face of the base connector to the beam 30, is screwed to each of the beams of the ladder 28. The other side of the plate, which is the face of the base connector to the floor 31, has at least one perforation of the base connector to the floor 32 by means of 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 steps 33 of resistant material are located.
HOJA DE REEMPLAZO (REGLA 26) REPLACEMENT SHEET (RULE 26)

Claims

Reivindicaciones Claims
1.- Entreplanta que comprende una superficie de suelo extendido sobre vigas soportadas por pilares, caracterizada porque al menos un pilar (1) esta compuesto de una pieza superior del pilar (2) y una pieza inferior del pilar (3) introducida una dentro de la otra con relación telescópica, donde la pieza inferior del pilar (3) dispone de al menos dos perforaciones de la pieza inferior (5) y la pieza superior del pilar (2) dispone de al menos dos perforaciones de la pieza superior (6) situadas de forma coincidente para unir ambas piezas (2, 3) mediante un pasador (34) ; al menos una viga (12) esta compuesta por piezas de la viga (16) introducidas una dentro de la otra con relación telescópica y que disponen de perforaciones de la viga (15) que coinciden en ambas piezas para su unión; y el pilar (1) en su extremo superior dispone de un capitel (7) , cuya cara de sujeción de la viga (9) dispone de perforaciones del capitel (10) que coinciden con las perforaciones de la viga (15) para unir la viga (12) al pilar (D .1.- Mezzanine comprising a floor surface extended on beams supported by pillars, characterized in that at least one pillar (1) is composed of an upper part of the pillar (2) and a lower part of the pillar (3) inserted one into the other with a telescopic relationship, where the lower part of the pillar (3) has at least two perforations of the lower part (5) and the upper part of the pillar (2) has at least two perforations of the upper part (6) coincidentally positioned to join both pieces (2, 3) by means of a pin (34); at least one beam (12) is composed of beam pieces (16) inserted into one another with a telescopic relationship and having beam perforations (15) that coincide in both pieces for joining; and the abutment (1) at its upper end has a capital (7), whose fastening face of the beam (9) has perforations of the capital (10) that coincide with the perforations of the beam (15) to join the beam (12) to the pillar (D.
2.- Entreplanta según la reivindicación 1, caracterizada porque comprende al menos dos conjuntos formados cada uno por dos pilares (1) unidos mediante la viga (12) sujetada mediante el capitel (7) , dichos conjuntos están unidos entre si mediante una vigueta (17) compuesta por piezas introducidas una dentro de la otra con relación telescópica y que disponen de perforaciones que coinciden en ambas piezas para su unión; dicha vigueta (17) incorpora en cada uno de sus extremos un conector de viga a vigueta (14) que dispone de una cara de la vigueta a la viga (18) y una cara del conector unido a la vigueta (20) con las correspondientes perforaciones de viga a vigueta (19) que coinciden respectivamente con perforaciones de la viga (15) y2. Mezzanine according to claim 1, characterized in that it comprises at least two sets each formed by two pillars (1) joined by the beam (12) held by the capital (7), said assemblies are joined together by a joist ( 17) composed of parts inserted into each other with a telescopic relationship and which have perforations that coincide in both parts for their union; said joist (17) incorporates at each of its ends a beam-to-joist connector (14) which has a beam face to the beam (18) and a connector face attached to the beam (20) with the corresponding beam to beam perforations (19) that coincide respectively with beam perforations (15) and
HOJADE REEMPLAZO (REGLA 26) perforaciones de la vigueta (17) para la unión de dichos conjuntos .REPLACEMENT SHEET (RULE 26) joist perforations (17) for joining said assemblies.
3.- Entreplanta según la reivindicación 1 ó 2, caracterizada porque comprende al menos cuatro pilares (1) , al menos dos vigas (12) y al menos dos viguetas (17) .3. Mezzanine according to claim 1 or 2, characterized in that it comprises at least four pillars (1), at least two beams (12) and at least two joists (17).
4. - Entreplanta según cualquiera de las reivindicaciones anteriores, caracterizada porque dichos conjuntos unidos mediante las viguetas (17) soportan el suelo raso (21) .4. - Mezzanine according to any of the preceding claims, characterized in that said assemblies joined by the joists (17) support the floor (21).
5. - Entreplanta según cualquiera de las reivindicaciones anteriores, caracterizada porque el capitel (7) en su cara de sujeción de la viga (9) dispone de al menos una pletina de refuerzo (11) .5. - Mezzanine according to any one of the preceding claims, characterized in that the capital (7) on its beam clamping face (9) has at least one reinforcement plate (11).
6. - Entreplanta según cualquiera de las reivindicaciones anteriores, caracterizada porque la pieza inferior del pilar (3) dispone en un extremo de una pletina base del pilar (4) con perforaciones para su unión al suelo.6. - Mezzanine according to any of the preceding claims, characterized in that the lower part of the abutment (3) has at one end a base plate of the abutment (4) with perforations for its attachment to the ground.
7.- Entreplanta según la reivindicación 6, caracterizada porque la pletina base del pilar (4) está unida al pilar (1) de forma descentrada, quedando la zona más amplia orientada hacia el interior de la estructura.7. Mezzanine according to claim 6, characterized in that the base plate of the abutment (4) is attached to the abutment (1) in an off-center manner, leaving the widest area oriented towards the inside of the structure.
8. - Entreplanta según cualquiera de las reivindicaciones anteriores, caracterizada porque la pieza superior del pilar8. - Mezzanine according to any of the preceding claims, characterized in that the upper part of the pillar
(2) y la pieza inferior del pilar (3) son de material resistente de características de acero y tienen forma cilindrica, poligonal o similar.(2) and the lower part of the pillar (3) are made of resistant material with steel characteristics and have a cylindrical, polygonal or similar shape.
9. - Entreplanta según cualquiera de las reivindicaciones anteriores, caracterizada porque la viga (12) o la vigueta9. - Mezzanine according to any of the preceding claims, characterized in that the beam (12) or the joist
(17) son de material resistente de características de acero y su perfil tiene forma rectangular, cuadrada, de sigma, zeta, omega, "U" o similar.(17) They are made of resistant material with steel characteristics and their profile is rectangular, square, sigma, zeta, omega, "U" or similar.
10.- Entreplanta según cualquiera de las reivindicaciones anteriores, caracterizada porque comprende una escalera (22) formada por las vigas de la escalera (28) , cada viga de la escalera (28) esta compuesta por piezas introducidas una dentro de la otra con relación telescópica10. Mezzanine according to any of the preceding claims, characterized in that it comprises a ladder (22) formed by the beams of the ladder (28), each beam of the ladder (28) is composed of pieces inserted into each other in relation to telescopic
HOJA DE REEMPLAZO (REGLA 26) que disponen de perforaciones que coinciden en ambas piezas para su unión, dicha escalera incorpora peldaños (33) unidos a las vigas de la escalera (28) por medio de sus perforaciones . REPLACEMENT SHEET (RULE 26) which have perforations that coincide in both pieces for joining, said ladder incorporates steps (33) attached to the beams of the ladder (28) by means of its perforations.
11.- Entreplanta según la reivindicación 10, caracterizada porque las vigas de la escalera (28) disponen en sus extremos superiores de un conector de escalera (23) .11. Mezzanine according to claim 10, characterized in that the ladder beams (28) have at their upper ends a ladder connector (23).
12.- Entreplanta según la reivindicación 11, caracterizada porque el conector de escalera (23) está formado por una pletina de sujeción de la escalera (26) adaptada a la forma de la viga (12) o vigueta (17) y que dispone en cada una de sus caras de una perforación de corredera (24) para su unión a la viga (12) o vigueta (17) , dicho conector de escalera (23) incorpora una pletina del conector de la escalera (25) que dispone de unas perforaciones de la pletina (27) coincidentes con las perforaciones de las vigas de la escalera (28) para la unión de la escalera (22) a la entreplanta.12. Mezzanine according to claim 11, characterized in that the ladder connector (23) is formed by a ladder fastening plate (26) adapted to the shape of the beam (12) or joist (17) and which has each of its faces of a sliding hole (24) for its connection to the beam (12) or joist (17), said ladder connector (23) incorporates a ladder connector plate (25) which has some perforations of the plate (27) coinciding with the perforations of the beams of the stairs (28) for the union of the stairs (22) to the mezzanine.
13.- Entreplanta según reivindicaciones 10 a 12, caracterizada porque la viga de la escalera (28) incorpora un conector base de la escalera (29) , formado por una cara del conector base a la viga (30) que dispone de perforaciones coincidentes con las perforaciones de la viga de la escalera (28) para su sujeción, y por una cara del conector al suelo (31) que dispone de al menos una perforación del conector base al suelo (32) para la unión de la escalera (22) al suelo.13. Mezzanine according to claims 10 to 12, characterized in that the ladder beam (28) incorporates a ladder base connector (29), formed by a face of the base connector to the beam (30) having perforations coinciding with the perforations of the ladder beam (28) for its fastening, and by a face of the connector to the ground (31) which has at least one perforation of the base connector to the ground (32) for the connection of the ladder (22) down.
14. - Entreplanta según cualquiera de las reivindicaciones anteriores, caracterizada porque la unión de los elementos regulables se efectúa mediante pestañas incorporadas en las piezas, de forma que no sea necesario el uso de tornillería u otros elementos de fijación.14. - Mezzanine according to any of the preceding claims, characterized in that the joining of the adjustable elements is carried out by means of tabs incorporated in the pieces, so that it is not necessary to use screws or other fasteners.
HOJADE REEMPLAZO (REGLA 26) REPLACEMENT SHEET (RULE 26)
PCT/ES2010/000218 2009-05-22 2010-05-19 Adjustable mezzanine floor WO2010133728A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP10777397.0A EP2434073B1 (en) 2009-05-22 2010-05-19 Adjustable mezzanine floor
ES10777397T ES2894345T3 (en) 2009-05-22 2010-05-19 adjustable mezzanine
CN201080022436.0A CN102439247B (en) 2009-05-22 2010-05-19 Adjustable mezzanine floor

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES200901273A ES2358942B1 (en) 2009-05-22 2009-05-22 ADJUSTABLE ENTREPLANTA.
ESP200901273 2009-05-22

Publications (1)

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WO2010133728A1 true WO2010133728A1 (en) 2010-11-25

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ID=43125777

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PCT/ES2010/000218 WO2010133728A1 (en) 2009-05-22 2010-05-19 Adjustable mezzanine floor

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EP (1) EP2434073B1 (en)
CN (1) CN102439247B (en)
ES (2) ES2358942B1 (en)
PT (1) PT2434073T (en)
WO (1) WO2010133728A1 (en)

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Also Published As

Publication number Publication date
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
CN102439247B (en) 2014-04-23
ES2894345T3 (en) 2022-02-14

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