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ES2654110B2 - Detachable joint system between beam wings and abutment core for I or H profiles - Google Patents
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ES2654110B2 - Detachable joint system between beam wings and abutment core for I or H profiles - Google Patents

Detachable joint system between beam wings and abutment core for I or H profiles Download PDF

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Publication number
ES2654110B2
ES2654110B2 ES201600667A ES201600667A ES2654110B2 ES 2654110 B2 ES2654110 B2 ES 2654110B2 ES 201600667 A ES201600667 A ES 201600667A ES 201600667 A ES201600667 A ES 201600667A ES 2654110 B2 ES2654110 B2 ES 2654110B2
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Spain
Prior art keywords
profiles
joint system
core
abutment
wings
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Active
Application number
ES201600667A
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Spanish (es)
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ES2654110A1 (en
Inventor
Manuel CABALEIRO NÚÑEZ
Sara FERNÁNDEZ BLANCO
José Carlos CAAMAÑO MARTÍNEZ
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Universidade de Vigo
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Universidade de Vigo
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Priority to ES201600667A priority Critical patent/ES2654110B2/en
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Classifications

    • 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
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B1/5806Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
    • 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
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B1/5806Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
    • E04B1/5812Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
    • 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
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B2001/5862Angularly adjustable connections without hinge pin
    • 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
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B2001/5875Connections for building structures in general of bar-shaped building elements using exterior clamping plates or shells

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Sistema de unión desmontable entre alas de viga (11) y alma de pilar (12) para perfiles I o H, el cual utiliza elementos de fijación tales como grapas de sujeción (7) y tornillos de aproximación (6), así como los tornillos (8), tuercas (9) y arandelas planas (10) necesarios. Cuenta también con una serie de rasgados (4) en las placas verticales (1) y horizontales (2), gracias a los cuales el sistema de unión se adapta a los diferentes tipos y tallas de perfiles normalizados I e H que hay. La placa vertical (1) tiene dos salientes roscadas (5), situados por encima de los rasgados, en los que se introducen tornillos de aproximación (6), que permiten ajustar el sistema de unión al pilar y transmitir el momento flector de la viga al pilar. Todo ello confiere al sistema un carácter completamente desmontable y reconfigurable.Detachable joint system between beam wings (11) and abutment core (12) for I or H profiles, which uses fasteners such as clamps (7) and approach screws (6), as well as screws (8), nuts (9) and flat washers (10) required. It also has a series of tears (4) in the vertical (1) and horizontal plates (2), thanks to which the joining system adapts to the different types and sizes of standardized I and H profiles. The vertical plate (1) has two threaded projections (5), located above the torn ones, in which approach screws (6) are introduced, which allow adjusting the joint system to the abutment and transmitting the bending moment of the beam to the pillar. All this gives the system a completely removable and reconfigurable character.

Description

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DESCRIPCIÓNDESCRIPTION

SISTEMA DE UNION DESMONTABLE ENTRE ALAS DE VIGA Y ALMA DE PILARREMOVABLE UNION SYSTEM BETWEEN BEAM WINGS AND PILLAR SOUL

PARA PERFILES I O HFOR PROFILES I OR H

SECTOR DE LA TÉCNICASECTOR OF THE TECHNIQUE

La invención a la que se refiere esta patente es un sistema de unión desmontable para perfiles metálicos, concretamente los tipo I y H. Abarca varios sectores de la industria, como puede ser el de la construcción, en los que son necesarias las uniones desmontables y reconfigura bles de estructuras de acero.The invention referred to in this patent is a removable joint system for metal profiles, specifically Type I and H. It covers various sectors of the industry, such as construction, where removable joints are necessary and reconfigures steel structures.

ANTECEDENTES DE LA INVENCIÓNBACKGROUND OF THE INVENTION

En la actualidad las uniones de estructuras de acero poseen una gran importancia en los proyectos de construcciones metálicas, ya que surge la necesidad de enlazar perfiles para conseguir estructuras de mayor complejidad. Las uniones más utilizadas para tal fin son la soldadura y la tornillería clásica, aunque presentan ciertos inconvenientes.At present, the unions of steel structures have a great importance in the projects of metallic constructions, since the need arises to link profiles to achieve structures of greater complexity. The most commonly used joints for this purpose are welding and classic hardware, although they have certain drawbacks.

En la soldadura las uniones que se forman son permanentes o de difícil separación, por lo que intentar una reconfiguración de la estructura no sería viable, ya que los materiales empleados se deformarían o romperían. En el caso de las uniones atornilladas el problema es otro. Las sujeciones atornilladas pueden ser fijas o desmontables, pero se necesita una preparación previa de los elementos a unir.In welding, the joints that are formed are permanent or difficult to separate, so trying to reconfigure the structure would not be viable, since the materials used would deform or break. In the case of bolted joints the problem is another. Bolted fasteners can be fixed or removable, but prior preparation of the elements to be joined is required.

Para evitar este tipo de contrariedades y conseguir un montaje completamente reconfigurable se utilizan las grapas de fijación, que permiten uniones más flexibles y muchas veces sin necesidad de preparación previa de los perfiles.To avoid this type of setbacks and to achieve a completely reconfigurable assembly, the fixing clips are used, which allow more flexible joints and many times without the need for prior preparation of the profiles.

En la actualidad el uso de grapas de fijación no está extendido, aun así ya existen sistemas de unión desmontables para perfiles metálicos en I o H con este tipo de elementos de fijación, como por ejemplo ES2540164 o ES2432915, los cuales evitan la preparación previa de los perfiles y permiten la adaptación de los elementos deAt present, the use of fixing clips is not extended, even though there are already removable joining systems for metal profiles in I or H with this type of fixing elements, such as ES2540164 or ES2432915, which prevent the prior preparation of the profiles and allow the adaptation of the elements of

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unión a diferentes tallas y tipos de perfiles (IRE, IPN, HEB, HEM o HEA).union to different sizes and types of profiles (IRE, IPN, HEB, HEM or HEA).

Para el caso concreto de unión de una viga a través de sus alas con el alma de un pilar todavía se desconoce un sistema que no requiera la preparación previa de los perfiles a unir, que sea completamente reconfigurable y desmontable, y que se adapte a diversas tallas y tipos de perfiles.For the specific case of joining a beam through its wings with the soul of a pillar, a system that does not require the prior preparation of the profiles to be joined, that is completely reconfigurable and removable, and that adapts to various aspects is still unknown. sizes and types of profiles.

DESCRIPCIÓN DE LA INVENCIÓNDESCRIPTION OF THE INVENTION

Lo que se pretende con esta invención es plantear una solución a los problemas mencionados anteriormente. El soporte en cuestión (Figura 1), está formado por una placa vertical (1), una placa horizontal (2), y una cartela (3), que refuerza la unión de las dos anteriores, evitando así una posible deformación o rotura de la pieza.What is intended with this invention is to propose a solution to the problems mentioned above. The support in question (Figure 1), is formed by a vertical plate (1), a horizontal plate (2), and a bracket (3), which reinforces the union of the two previous ones, thus avoiding a possible deformation or breakage of the piece.

Tanto la placa vertical (1) como la horizontal (2) cuentan con unos rasgados (4) que mediante el empleo de grapas de fijación (7, ver Figura 7) y su correspondiente tornillo (8), arandela (10) y tuerca (9) permiten la adecuación del sistema de unión a diferentes tallas y tamaños de perfiles normalizados tipo I e H ( Figura 9).Both the vertical plate (1) and the horizontal plate (2) have torn ones (4) which, by means of the use of fixing clips (7, see Figure 7) and their corresponding screw (8), washer (10) and nut ( 9) allow the adaptation of the joining system to different sizes and sizes of standard profiles type I and H (Figure 9).

Además, la placa vertical (1) dispone de dos salientes perforados (5) situados sobre los rasgados (4) de la placa vertical (1). En ellos se introducirán unos tornillos de aproximación (6, ver Figura 5), cuyas funciones son el completo ajuste del sistema al pilar y permitir la transmisión del momento flector de la viga al pilar.In addition, the vertical plate (1) has two perforated projections (5) located on the tears (4) of the vertical plate (1). They will introduce some approach screws (6, see Figure 5), whose functions are the complete adjustment of the system to the pillar and allow the transmission of the bending moment from the beam to the pillar.

El sistema de unión completo (Figura 2) que resuelve el nudo entre alas de viga (11) y alma de pilar (12) consta de dos piezas como las descritas anteriormente y sus simétricas. Para la correcta sujeción de los perfiles con las piezas, es necesario el empleo de grapas de fijación (7), así como de sus tornillos (8), tuercas (9) y arandelas (10) correspondientes.The complete joint system (Figure 2) that resolves the knot between beam wings (11) and pillar core (12) consists of two pieces such as those described above and their symmetric ones. For the correct fastening of the profiles with the parts, it is necessary to use fixing clips (7), as well as their screws (8), nuts (9) and corresponding washers (10).

BREVE DESCRIPCIÓN DE LOS DIBUJOSBRIEF DESCRIPTION OF THE DRAWINGS

A continuación se describen de forma escueta las imágenes que contiene esta patente:The images contained in this patent are briefly described below:

FIGURA 1: Vista en perspectiva del soporte inventado.FIGURE 1: Perspective view of the invented support.

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FIGURA 2: Vista en perspectiva del tipo de nudo con el sistema de unión completo. FIGURA 3: Alzado del sistema de unión con los perfiles.FIGURE 2: Perspective view of the type of knot with the complete joint system. FIGURE 3: Elevation of the joint system with the profiles.

FIGURA 4: Perfil del sistema de unión con los perfiles.FIGURE 4: Profile of the joint system with the profiles.

FIGURA 5: Vista de los tornillos de fijación en la parte trasera del pilar.FIGURE 5: View of the fixing screws at the back of the pillar.

FIGURA 6: Vista en perspectiva de la primera parte del montaje del sistema de unión y detalle de los elementos de fijación.FIGURE 6: Perspective view of the first part of the assembly of the joint system and detail of the fasteners.

FIGURA 7: Vista en perspectiva de la segunda parte del montaje del sistema de unión.FIGURE 7: Perspective view of the second part of the joint system assembly.

FIGURA 8: Vista en perspectiva de los perfiles con el sistema de unión completo.FIGURE 8: Perspective view of the profiles with the complete joint system.

FIGURA 9: Vista de detalle del ajuste al ala del perfil de la grapa en el rasgado.FIGURE 9: Detail view of the adjustment to the wing of the staple profile in the tear.

REALIZACIÓN PREFERENTE DE LA INVENCIÓNPREFERRED EMBODIMENT OF THE INVENTION

Para llevar a cabo el montaje de las piezas y los perfiles, se va a detallar el proceso, siguiendo la numeración adoptada en las figuras descritas anteriormente.To carry out the assembly of the parts and profiles, the process will be detailed, following the numbering adopted in the figures described above.

En primer lugar, se sitúan los dos soportes en la parte inferior del nudo a realizar sobre el pilar (12), teniendo en cuenta la altura a la que se desea colocar la viga (11), y se fijan mediante las grapas de fijación (7, ver Figura 6). Además, se introducen los tornillos de aproximación (6) en los salientes perforados y se aprietan.In the first place, the two supports are placed at the bottom of the node to be made on the pillar (12), taking into account the height at which the beam (11) is to be placed, and they are fixed using the fixing clips ( 7, see Figure 6). In addition, the approach screws (6) are inserted into the perforated projections and tightened.

A continuación se coloca la viga (11) sobre los soportes ya fijados y se procede a su sujeción con sus correspondientes grapas de fijación (7, ver Figura 7) y su correspondiente tornillería (8), arandela plana (10) y tuerca (9), ajustándose así al tamaño de la viga empleada.Next, the beam (11) is placed on the already fixed supports and it is secured with its corresponding fixing clips (7, see Figure 7) and its corresponding screws (8), flat washer (10) and nut (9 ), thus adjusting to the size of the beam used.

Por último, se completa el sistema de unión colocando dos soportes en la parte superior y amarrándolos del mismo modo que las que se colocaron en la parte inferior (ver Figura 8).Finally, the joint system is completed by placing two supports at the top and mooring them in the same way as those placed at the bottom (see Figure 8).

Claims (4)

55 1010 15fifteen 20twenty 2525 3030 3535 ES 2 654 110 A1ES 2 654 110 A1 REIVINDICACIONES 1. Sistema de unión desmontable entre alas de viga y alma de pilar para perfiles I o H, caracterizado por emplear cuatro soportes formados cada uno de ellos por una placa vertical (1),una placa horizontal (2) y una cartela (3); a su vez tanto la placa vertical (1) como la placa horizontal (2) presenta una serie de rasgados (4) que permiten a través de unas grapas de fijación (7) y sus correspondientes medios de sujeción (8,9,10), la adecuación del sistema de unión a diferentes tamaños de perfiles normalizados del tipo I o H.1. Detachable joint system between beam wings and pillar core for I or H profiles, characterized by using four supports each formed by a vertical plate (1), a horizontal plate (2) and a bracket (3) ; in turn, both the vertical plate (1) and the horizontal plate (2) have a series of tears (4) that allow through fixing clips (7) and their corresponding fastening means (8,9,10) , the adaptation of the union system to different sizes of standardized profiles of type I or H. 2. Sistema de unión desmontable entre alas de viga y alma de pilar para perfiles I o H, según reivindicación 1, caracterizado porque la placa vertical (1) tiene dos salientes roscados (5), situados por encima de los rasgados (4) de la placa vertical (1), en los que se introducen unos tornillos de aproximación (6), que permiten ajustar el sistema de unión al pilar (12) y transmitir el momento flector de la viga al pilar.2. Detachable joint system between beam wings and abutment core for I or H profiles, according to claim 1, characterized in that the vertical plate (1) has two threaded projections (5), located above the tears (4) of the vertical plate (1), in which approach screws (6) are introduced, which allow adjusting the joint system to the abutment (12) and transmitting the bending moment of the beam to the abutment. 3. Sistema de unión desmontable entre alas de viga y alma de pilar para perfiles I o H, según reivindicaciones 1 y 2, caracterizado por que el sistema de unión entre las alas de la viga (11) y el alma de pilar (12) consiste en unir dos soportes según reivindicación 1, en la parte inferior del nudo a realizar sobre el alma de pilar (12) mediante grapas de fijación (7) y los elementos sujeción descritos en reivindicación 2 (5,6), a continuación se fija a la ala de viga (11) mediante con sus correspondientes grapas de fijación (7) y los medios de sujeción descritos en reivindicación 1 (8, 9, 10), completándose el sistema de unión colocándose otros dos soportes simétricos en la parte superior del nudo amarrándolos del mismo modo que se colocaron los dos soportes en la parte inferior, dicho sistema de unión y elementos de sujeción empleados permiten una unión desmontable y reconfigura ble entre alas de viga y el alma del pilar.3. Detachable joint system between beam wings and pillar core for profiles I or H, according to claims 1 and 2, characterized in that the joint system between the beam wings (11) and the core of the pillar (12) It consists of joining two supports according to claim 1, in the lower part of the node to be made on the core of the abutment (12) by means of fixing clips (7) and the fasteners described in claim 2 (5,6), then fixed to the beam wing (11) by means of its corresponding fixing clips (7) and the clamping means described in claim 1 (8, 9, 10), the joint system being completed by placing two other symmetrical supports on the upper part of the knot tying them in the same way that the two supports were placed in the lower part, said union system and fasteners used allow a removable and reconfigurable union between beam wings and the core of the pillar. 4. Sistema de unión desmontable entre alas de viga y alma de pilar para perfiles I o H, según reivindicaciones 1 a 3, caracterizado por que los medios de sujeción empleados comprende su correspondiente tornillería (8), arandela plana (10) y tuerca (9).4. Detachable joint system between beam wings and abutment core for I or H profiles, according to claims 1 to 3, characterized in that the fastening means used comprise its corresponding screws (8), flat washer (10) and nut ( 9).
ES201600667A 2016-08-11 2016-08-11 Detachable joint system between beam wings and abutment core for I or H profiles Active ES2654110B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ES201600667A ES2654110B2 (en) 2016-08-11 2016-08-11 Detachable joint system between beam wings and abutment core for I or H profiles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES201600667A ES2654110B2 (en) 2016-08-11 2016-08-11 Detachable joint system between beam wings and abutment core for I or H profiles

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ES2654110A1 ES2654110A1 (en) 2018-02-12
ES2654110B2 true ES2654110B2 (en) 2018-08-16

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Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB931247A (en) * 1961-09-25 1963-07-17 Rensselaer Powell Saxe Van Adjustable connection unit for joining right-angularly disposed structural members
US5403110A (en) * 1993-02-03 1995-04-04 Sammann; Charles C. Square T clamp assembly for elongate members
US6094880A (en) * 1998-04-11 2000-08-01 Thompson; Thomas Stud, top plate, and rafter tie down
ES2432915B2 (en) * 2012-06-04 2014-06-11 Universidade De Vigo Detachable and configurable fixing system for structural profile joints

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