ES2605021B2 - Detachable joining system by means of clips for metal beams of profile l flush at the top - Google Patents

Detachable joining system by means of clips for metal beams of profile l flush at the top Download PDF

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Publication number
ES2605021B2
ES2605021B2 ES201500659A ES201500659A ES2605021B2 ES 2605021 B2 ES2605021 B2 ES 2605021B2 ES 201500659 A ES201500659 A ES 201500659A ES 201500659 A ES201500659 A ES 201500659A ES 2605021 B2 ES2605021 B2 ES 2605021B2
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Prior art keywords
support plate
flush
profile
main support
screws
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Spanish (es)
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ES2605021A1 (en
Inventor
Manuel CABALEIRO NÚÑEZ
José Carlos CAAMAÑO MARTÍNEZ
Diego LÓPEZ DÍAZ
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Universidade de Vigo
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Universidade de Vigo
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Priority to ES201500659A priority Critical patent/ES2605021B2/en
Priority to PCT/ES2016/000098 priority patent/WO2017042406A1/en
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    • 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

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

Abstract

Sistema de unión desmontable para vigas metálicas enrasadas por la parte superior, caracterizado por el empleo de una placa soporte principal (1) y una placa soporte secundaria (2). Estas placas están provistas de unos rasgados (3, 4) que hacen posible la unión de distintos tamaños de perfiles I estándar.#Para ello se necesita, además de lo mencionado anteriormente, unas grapas de fijación (5), con sus tornillos (6), tuercas (7) y arandelas (8) correspondientes.#La placa soporte principal (1) también está provista de unas pestañas laterales (10) con unos rasgados (11), que son los que permiten regular la altura para distintos tamaños de perfiles metálicos. Introduciendo los tornillos de apriete (15), por los rasgados (11) y taladros (14), permiten regular la altura entre las vigas para así enrasadas por la parte superior. Los tornillos de ajuste (16), que van montados sobre los roscados (21) de la placa soporte principal, permiten regular con exactitud la altura antes de apretar firmemente los tornillos de apriete (15).#Además, colocando unos tornillos de rigidización (18) sobre los taladros (19) de la placa soporte principal (1) se podrían transmitir los momentos flectores de la viga secundaria (12), los cuales se convierten en torsión sobre la viga principal (9).Detachable joint system for metal beams flush at the top, characterized by the use of a main support plate (1) and a secondary support plate (2). These plates are provided with torn ones (3, 4) that make it possible to join different sizes of standard I profiles. # For this purpose, in addition to the aforementioned, fixing clips (5), with their screws (6) ), nuts (7) and corresponding washers (8). # The main support plate (1) is also provided with side flanges (10) with torn ones (11), which are what allow the height to be adjusted for different sizes of metallic profiles. By introducing the clamping screws (15), by the torn ones (11) and holes (14), they allow to regulate the height between the beams so that they are flush with the upper part. The adjusting screws (16), which are mounted on the threads (21) of the main support plate, allow you to precisely adjust the height before firmly tightening the clamping screws (15). # Also, placing stiffening screws ( 18) on the holes (19) of the main support plate (1) the bending moments of the secondary beam (12) could be transmitted, which become torsion on the main beam (9).

Description

SISTEMA DE UNiÓN DESMONTABLE MEDIANTE GRAPAS PARA VIGAS METALlCAS DE PERFIL I ENRASADAS POR LA PARTE SUPERIOR REMOVABLE JOINT SYSTEM BY STAPLES FOR BEAMS PROFILE METAL CLASSES FITTED BY THE TOP

SECTOR DE LA TÉCNICA SECTOR OF THE TECHNIQUE

la presente invención se refiere a un sistema de unión desmontable de perfiles metálicos tipo 1, aplicado a la fabricación y montaje de estructuras metálicas desmontables y reconfigurables. mediante el uso de perfiles de acero estándar. The present invention relates to a removable joining system of type 1 metal profiles, applied to the manufacture and assembly of removable and reconfigurable metal structures. by using standard steel profiles.

ANTECEDENTES DE LA INVENCiÓN BACKGROUND OF THE INVENTION

En la actualidad, prácticamente todas las uniones empleadas en la fabricación de estructuras metálicas con perfiles de acero estándar, utilizan la unión por soldadura o las uniones atornilladas clásicas. At present, practically all the unions used in the manufacture of metal structures with standard steel profiles, use the welding joint or the classic screw connections.

En el primero de los casos, las uniones soldadas, presentan el gran inconveniente de que no son desmontables ni reconfigurables; su desmontaje implica generalmente su destrucción, con los inconvenientes que ello conlleva. In the first case, the welded joints have the great disadvantage that they are not removable or reconfigurable; its dismantling generally implies its destruction, with the inconvenience that this entails.

Las uniones atornilladas clásicas, por su parte, necesitan una preparación previa de los perfiles a unir. Son necesarias operaciones que implican el soldado de placas, el rigidizado de las almas de los perfiles, el taladrado de los perfiles, etc. Este tipo de fabricación se lleva a cabo generalmente para configuraciones muy específicas, por lo que solo es útil para los casos que fueron diseñados. Classic screw connections, on the other hand, need a previous preparation of the profiles to be joined. Operations involving plate welding, stiffening of profile souls, drilling of profiles, etc. are necessary. This type of manufacturing is generally carried out for very specific configurations, so it is only useful for cases that were designed.

En resumen, con las uniones empleadas actualmente en la fabricación de estructuras melálicas, la soldadura y las uniones alomilladas, no exisle la posibilidad de reconfigurar la estructura aprovechando todos los componentes del sistema, incluidos los perfiles a unir. In summary, with the unions currently used in the manufacture of metallic structures, welding and cranked joints, there is no possibility of reconfiguring the structure taking advantage of all the components of the system, including the profiles to be joined.

Un sistema desmontable para perfiles metálicos tipo 1, en el cual no es necesario ningún tipo de preparación previa de los perfiles, es el que emplea grapas de unión. El uso de estas grapas como amarre de los perfiles es frecuente en uniones de perliles Además hay que tener en cuenta que para las uniones de los perfiles, dependiendo del diseño y del método de ejecución de la unión, se pueden conseguir distintos tipos de comportamiento resultante de la unión. Ésta puede llegar a comportarse como unión articulada, rígida o semirrigida, dependiendo del momento flector que sea capaz de transmitir. A removable system for type 1 metal profiles, in which no previous preparation of the profiles is necessary, is the one that uses joining clips. The use of these clips as a mooring of the profiles is frequent in profiles of profiles. In addition, it must be taken into account that for the connections of the profiles, depending on the design and the method of execution of the joint, different types of resulting behavior can be achieved. of the Union. It can behave as an articulated, rigid or semi-rigid joint, depending on the bending moment it is capable of transmitting.

Con el empleo de grapas, las cuales se muestran a continuación, se busca que sea posible la unión de distintos tamaños de perfiles I estándar, más concretamente para el caso de uniones del tipo viga-viga enrasadas por la parte superior, sin que sea necesario operaciones de preparación previas sobre los perfiles y permitiendo que las uniones obtenidas sean totalmente desmontables y reutilizables. La única operación necesaria a realizar, empleando sistemas de unión con grapas de fijación, arandelas y tornillería estándar, es el corte de los perfiles a la medida necesaria. Además, con el empleo del sistema de grapas propuesto, se podrá concebir de forma fácil y reversible un nudo articulado o rígido/semirrígido, según el momento f1ector que sea capaz de transmitir/absorber los perfiles implicados en la unión. With the use of staples, which are shown below, it is sought that the union of different sizes of standard profiles I be possible, more specifically in the case of beam-beam joints flush with the top, without requiring previous preparation operations on the profiles and allowing the joints obtained to be completely removable and reusable. The only operation necessary to perform, using joining systems with fixing clips, washers and standard screws, is the cutting of the profiles to the necessary extent. In addition, with the use of the proposed staple system, an articulated or rigid / semi-rigid knot can be conceived easily and reversibly, depending on the moment that is capable of transmitting / absorbing the profiles involved in the joint.

Actualmente existen divulgaciones de sistemas de unión desmontables para perfiles de acero estándar tipo 1, como por ejemplo ES2432915B2. Sin embargo cuando se trata de vigas enrasadas por la parte superior, no se conoce ningún sistema que reúna las siguientes características: a) que no necesite preparación previa de los perfiles a unir, b) que sea totalmente desmontable y reconfigurable, e) que los mismos elementos empleados para la unión sean válidos para diferentes tamaños de perfiles 1, d) que permita regular con exactitud la altura para mantener las vigas enrasadas por la parte superior. There are currently disclosures of removable joint systems for standard type 1 steel profiles, such as ES2432915B2. However, when it comes to beams flush at the top, there is no known system that meets the following characteristics: a) that does not need prior preparation of the profiles to be joined, b) that is completely removable and reconfigurable, e) that the same elements used for the union are valid for different sizes of profiles 1, d) that allows to regulate the height exactly to keep the beams flush with the top.

DESCRIPCiÓN DE LA INVENCiÓN DESCRIPTION OF THE INVENTION

Para dar solución a los inconvenientes anteriormente descritos, la presente invención (Figura 1) consiste en el empleo de una placa soporte principal (1, ver Figura 2) y una placa soporte secundaria (2, ver Figura 3). Ambas placas están provistas de unos rasgados (3,4) que hacen posible la unión de distintos tamaños de perfiles I estándar. To solve the drawbacks described above, the present invention (Figure 1) consists in the use of a main support plate (1, see Figure 2) and a secondary support plate (2, see Figure 3). Both plates are provided with torn ones (3,4) that make it possible to join different sizes of standard I profiles.

Para realizar la unión de los perfiles, se necesita además de la placa soporte principal To make the joining of the profiles, in addition to the main support plate is needed

(1) y la placa soporte secundaria (2), unas grapas de fijación (5, ver Figura 1) con sus tomillos (6), tuercas (7) y arandelas (8) correspondientes. Con este sistema se (1) and the secondary support plate (2), fixing clips (5, see Figure 1) with their thymes (6), nuts (7) and corresponding washers (8). With this system you

realizaría la unión del tipo viga-viga enrasadas por la parte superior, empleando para would make the connection of the beam-beam type flush at the top, using to

ello perfiles metálicos normalizados del tipo l. it standardized metal profiles of type l.

Los rasgados (3) en la placa soporte principal (1) y los rasgados (4) en la placa The tears (3) on the main support plate (1) and the tears (4) on the plate

soporte secundaria (2), permiten el ajuste de las grapas y su lomillería. en ambos Secondary support (2), allow the adjustment of the staples and their lomillería. in both

lados del ala de los dWerentes tamaños de perfiles a unir (ver Figura 4). Wing sides of different sizes of profiles to be joined (see Figure 4).

La placa soporte principal (1, ver Figura 2) que se amarra a la viga principal (9) está The main support plate (1, see Figure 2) that is attached to the main beam (9) is

provista de unas pestañas laterales (10) que están soldadas en el centro de la placa mediante unas láminas delgadas (17) y estas pestañas laterales tienen unos rasgados provided with side flanges (10) that are welded in the center of the plate by thin sheets (17) and these side flanges are torn

(11), los cuales permiten regular la altura para distintos tamaños de perfiles metálicos, (11), which allow the height to be adjusted for different sizes of metal profiles,

cuando esta placa se monta sobre la placa soporte secundaria (2) (ver Figura 5). Este montaje es posible debido a que la placa soporte secundaria (2, ver Figura 3) está when this plate is mounted on the secondary support plate (2) (see Figure 5). This assembly is possible because the secondary support plate (2, see Figure 3) is

provista de unas pestañas (13), en las cuales se han realizado unos taladros (14), los cuales permiten mediante el empleo de unos tomillos de apriete (15), tuercas (20) y arandelas (22), la unión a la placa soporte principal (1) a través de los rasgados (11). Otros lomillos de ajuste (16), los cuales van colocados en los roscados (21) de la provided with flanges (13), in which some drills (14) have been made, which allow using clamps (15), nuts (20) and washers (22), the attachment to the plate main support (1) through the torn ones (11). Other adjustment loins (16), which are placed in the threads (21) of the

placa soporte principal (1), permiten empujar las pestañas (13) de la placa soporte main support plate (1), allow to push the tabs (13) of the support plate

secundaria (2) y, como consecuencia, regular con exactitud la altura de la viga secondary (2) and, as a consequence, accurately adjust the height of the beam

secundaria (12) respecto a la viga principal (9) (ver Figura 6). secondary (12) with respect to the main beam (9) (see Figure 6).

Cuando están la viga principal (9) y la viga secundaria (12) enrasadas con exactitud por la parte superior, se realiza el apriete de los tornillos de apriete (15), tuercas (20) y When the main beam (9) and the secondary beam (12) are flush with precision from the top, the tightening bolts (15), nuts (20) and

arandelas (22) (ver Figura 6). washers (22) (see Figure 6).

Para evitar que se produzcan esfuerzos de torsión en la viga principal (9), los To prevent torsional stresses in the main beam (9), the

esfuerzos debidos a la viga secundaria (12), son transmitidos a través de las láminas delgadas (17) de la placa soporte principal (1 , ver Figura 2). las cuales se sitúan de forma centrada sobre el alma de la viga principal (9) (ver Figura 5). Debido a que estas stresses due to the secondary beam (12), are transmitted through the thin sheets (17) of the main support plate (1, see Figure 2). which are centered on the core of the main beam (9) (see Figure 5). Because you are

láminas delgadas (17) son fácilmente deformables, permiten no transmitir los Thin sheets (17) are easily deformable, allowing not to transmit

momentos f1ectores de la viga secundaria (12) a la viga principal (9), lo que supondría esfuerzos de torsión en la viga principal (9). F1ector moments from the secondary beam (12) to the main beam (9), which would involve torsional stresses in the main beam (9).

Para los casos en los que si se quiere transmitir los esfuerzos de flexión de la viga secundaria (12) a la viga principal (9), se colocarían los lomillos de rigidización (18) sobre los laladros (19) de la placa soporte principal (1) (ver Figura 6). For cases in which if you want to transmit the bending efforts of the beam secondary (12) to the main beam (9), the stiffening knives (18) would be placed on the holes (19) of the main support plate (1) (see Figure 6).

BREVE DESCRIPCiÓN DE LOS DIBUJOS BRIEF DESCRIPTION OF THE DRAWINGS

A continuación se hace una descripción de los d ¡bujos, en donde con carácter ilustrativo y no limitativo, se ha representado lo siguiente: FIGURA 1: Visla en perspectiva yen planta del soporte de unión y dellipo de nudo para el que fue diseñado. FIGURA 2: Vista en perspectiva de la placa soporte principal. FIGURA 3: Vista en perspectiva de la placa soporte secundaria. FIGURA 4: Visla en detalle del ajusle de las grapas y su tomillería sobre el ala del perfil. FIGURA 5: Vista lateral del soporte de unión. FIGURA 6: Vista en perspectiva de los tornillos de rigidizaci6n. FIGURA 7: Vista de la sujeción de la placa soporte principal sobre la viga principal. FIGURA 8: Vista de la sujeción de la placa soporte secundaria sobre la viga secundaria. Below is a description of the owls, where with character Illustrative and not limiting, the following has been represented: FIGURE 1: Perspective and plan view of the joint support and knot bearing for which it was designed. FIGURE 2: Perspective view of the main support plate. FIGURE 3: Perspective view of the secondary support plate. FIGURE 4: Detailed view of the adjustment of the staples and their handlebars on the wing of the profile. FIGURE 5: Side view of the joint support. FIGURE 6: Perspective view of the stiffening screws. FIGURE 7: View of the fastening of the main support plate on the main beam. FIGURE 8: View of the support of the secondary support plate on the beam high school.

REALIZACiÓN PREFERENTE DE LA INVENCiÓN PREFERRED EMBODIMENT OF THE INVENTION

A continuación se realiza una descripción de la realización de la invención, haciendo referencia a la numeración adoptada en las figuras. Below is a description of the embodiment of the invention, making reference to the numbering adopted in the figures.

Primero se coloca la placa soporte principal (1) bajo la viga principal (9) y se amarra la placa a las alas del perol empleando las oorrespondientes grapas (5) y su correspondiente tornillería (6), tuercas (7) y arandelas (8) (ver Figura 7). First, the main support plate (1) is placed under the main beam (9) and the plate is attached to the wings of the copper using the corresponding clips (5) and their corresponding screws (6), nuts (7) and washers (8). ) (see Figure 7).

Para resolver dicho montaje primero se sujeta una grapa (5) con su tomillería (6) y una vez ajustado el tamaño del ala del perlil correspondiente, se coloca debajo de la tuerca To solve this assembly, a clip (5) is fastened with its hardware (6) and once the size of the corresponding profile wing is adjusted, it is placed under the nut

(7) la arandela (8) plana de apoyo. Todo esto oon cuidado de dejar la placa soporte principal (1) alineada oon las alas del perfil y aproximando al máximo los tornillos (6) de las grapas de fijación (5) al borde del perfil. Se repite esta operación en cada uno de los rasgados (3) y una vez realizado, apretamos firmemente todos los tornillos (6). (7) flat washer (8) support. All this is careful to leave the main support plate (1) aligned with the wings of the profile and bringing the screws (6) of the fixing clips (5) to the edge of the profile to the maximum. This operation is repeated on each tear (3) and once done, firmly tighten all screws (6).

(16). (16).

Después colocamos la placa soporte secundaria (2) bajo la viga secundaria (12) y se 5 amarra la placa a las alas del perfil siguiendo las mismas operaciones que en el caso anterior (ver Figura 8). Then we place the secondary support plate (2) under the secondary beam (12) and the plate is tied to the wings of the profile following the same operations as in the previous case (see Figure 8).

El paso siguiente es acercar las dos vigas, con sus correspondientes placas montadas The next step is to approach the two beams, with their corresponding plates mounted

y cuando están alineados los rasgados (11) de la placa soporte principal (1), con los and when the tears (11) of the main support plate (1) are aligned, with the

10 taladros (14) de la placa soporte secundaria (2) (ver Figura 5), se introducen los tomillos de apriete (15); por los taladros (14) Y rasgados (11), pero se dejan flojos para poder con otros lomillos de ajuste (16) regular con exactitud la altura. Una vez que 10 holes (14) of the secondary support plate (2) (see Figure 5), the clamping screws (15) are inserted; through the holes (14) and torn (11), but they are left loose to be able to adjust the height with other adjustment knives (16). Once

están la viga principal (9) y la viga secundaria (12) enrasadas con exactitud por la parte superior, se aprietan firmemente los tomillos de apriete (15) (ver Figura 6). 15 the main beam (9) and the secondary beam (12) are flush with precision from the top, the clamping screws (15) are firmly tightened (see Figure 6). fifteen

Después si queremos que se transmitan los momentos f1eclores de la viga secundaria Then, if we want the secondary moments of the secondary beam to be transmitted

(12), que se transforma en torsión sobre la viga principal (9), se introducen los tomillos de rigidización (18) sobre los taladros (19) de la placa soporte principal (1) (ver Figura 6). (12), which is transformed into torsion on the main beam (9), the stiffening screws (18) are introduced on the holes (19) of the main support plate (1) (see Figure 6).

Claims (5)

REIVINDICACIONES
1. one.
Sistema de unión desmontable para vigas metálicas de perfil I enrasadas por la parte superior I caracterizado por emplear una placa soporte principal (1) Y una placa soporte secundaria (2) provista de unos rasgados (3,4) respectivamenle, que medianle un sistema de unión con grapas de fijación (5), tomillos (6), tuercas (7) y arandelas planas (8) permite la unión de distintos tamaños de vigas de perfil I eslándar. Detachable joint system for profile I metal beams flush at the top I characterized by using a main support plate (1) and a secondary support plate (2) provided with torn (3,4) respectively, which mediate a system of union with fixing clips (5), thymes (6), nuts (7) and flat washers (8) allows the joining of different sizes of beams of profile I profile.
2. 2.
Sistema de unión desmontable para vigas metálicas de perfil I enrasadas por la parte superior, según reivindicación 1, caracterizado porque la placa soporte principal Detachable joint system for profile I metal beams flush at the top, according to claim 1, characterized in that the main support plate
(1) eslá provista de una pestañas lalerales (10) con unos rasgados (11) y la placa soporte secundaria (2) provista de unas peslañas (13) con taladros (14), las cuales unen ambas placas de forma regulable mediante un sistema de unión con tomillos de apriete (15), tuercas (20) y arandelas (22). (1) It is provided with a layeral eyelashes (10) with torn ones (11) and the secondary support plate (2) provided with eyelashes (13) with holes (14), which join both plates in an adjustable way by means of a system for connection with clamping screws (15), nuts (20) and washers (22).
3. 3.
Sistema de unión desmontable para vigas metálicas de perfil I enrasadas por la parte superior, según reivindicación 1 y 2, caracterizado porque la placa soporte principal (1) comprende adicionalmente unos roscados (21) que empleando unos lomillos de ajuste (16) permiten empujar las peslañas (13) de la placa soporte secundaria (2) los cuales penniten regular con exactitud la altura de las vigas, para así enrasarlas por la parte superior. Detachable joint system for profile I metal beams flush at the top, according to claim 1 and 2, characterized in that the main support plate (1) additionally comprises threads (21) that using adjustment knives (16) allow pushing the tabs (13) of the secondary support plate (2) which accurately adjust the height of the beams, so that they are flush at the top.
4. Four.
Sistema de unión desmontable para vigas metálicas de perfil I enrasadas por la parte superior, según reivindicación 1 a 3, caracterizado porque las pestañas laterales eslán soldadas en el centro de la placa soporte principal (1) mediante unas láminas delgadas (17). Detachable joint system for profile I metal beams flush at the top, according to claim 1 to 3, characterized in that the side flanges are welded in the center of the main support plate (1) by thin sheets (17).
5. 5.
Sistema de unión desmontable mediante grapas para vigas metálicas de perfil enrasadas por la parte superior, según reivindicaciones 1 a 4, caracterizado por emplear unos tornillos de rigidización (18) montados sobre los taladros (19) de la placa soporte principal (1), los cuales penniten transmitir los esfuerzos f1ectores de la viga secundaria (12) a la viga principal (9). Detachable joining system by means of clips for profiled metal beams flush with the top, according to claims 1 to 4, characterized by using stiffening screws (18) mounted on the holes (19) of the main support plate (1), which are capable of transmitting the stressors from the secondary beam (12) to the main beam (9).
ES201500659A 2015-09-10 2015-09-10 Detachable joining system by means of clips for metal beams of profile l flush at the top Active ES2605021B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
ES201500659A ES2605021B2 (en) 2015-09-10 2015-09-10 Detachable joining system by means of clips for metal beams of profile l flush at the top
PCT/ES2016/000098 WO2017042406A1 (en) 2015-09-10 2016-09-08 Clamp-based dismantlable joint system for metal i-beams having a level upper part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES201500659A ES2605021B2 (en) 2015-09-10 2015-09-10 Detachable joining system by means of clips for metal beams of profile l flush at the top

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ES2605021A1 ES2605021A1 (en) 2017-03-10
ES2605021B2 true ES2605021B2 (en) 2017-08-22

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2563085A (en) * 2017-06-03 2018-12-05 Insula Ltd Connection and alignment of building elements
ES2976934A1 (en) * 2022-12-27 2024-08-13 Univ Vigo Removable walkway with leveling for structural inspection and maintenance on steel bridges (Machine-translation by Google Translate, not legally binding)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3144105A (en) * 1962-11-26 1964-08-11 Symons Mfg Co Separable two-part iota-beam connector
GB2057547B (en) * 1979-08-09 1983-08-10 Spence Engs Ltd William Clamping apparatus
GB9218326D0 (en) * 1992-08-28 1992-10-14 Lindapter Int Plc Beam fixing device
GB2500244B (en) * 2012-03-15 2014-05-07 Kee Safety Ltd Clamp assembly

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ES2605021A1 (en) 2017-03-10

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