ES2605021A1 - Removable joining system using clamps for metal beams profiled flush on top (Machine-translation by Google Translate, not legally binding) - Google Patents
Removable joining system using clamps for metal beams profiled flush on top (Machine-translation by Google Translate, not legally binding) Download PDFInfo
- Publication number
- ES2605021A1 ES2605021A1 ES201500659A ES201500659A ES2605021A1 ES 2605021 A1 ES2605021 A1 ES 2605021A1 ES 201500659 A ES201500659 A ES 201500659A ES 201500659 A ES201500659 A ES 201500659A ES 2605021 A1 ES2605021 A1 ES 2605021A1
- Authority
- ES
- Spain
- Prior art keywords
- support plate
- flush
- screws
- main support
- profile
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2424—Clamping connections other than bolting or riveting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
Abstract
Description
SISTEMA DE UNiÓN DESMONTABLE MEDIANTE GRAPAS PARA VIGAS METÁLICAS DE PERFIL I ENRASADAS POR LA PARTE SUPERIOR REMOVABLE JOINT SYSTEM BY STAPLES FOR BEAMS PROFILE METALS FITED BY THE TOP
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.
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 metálicas, la soldadura y las uniones atornilladas, no existe 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 metal structures, welding and bolted 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 perfiles 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 profile joints
cuando estos se cruzan, mediante el uso de una placa intermedia taladrada a medida, según el tipo de perfil a utilizar. when these intersect, through the use of an intermediate plate drilled to measure, according to the type of profile to use.
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 semirrígida, dependiendo del momento flector que sea capaz de transmitir. In addition, it must be taken into account that for the unions of the profiles, depending on the design and the method of execution of the union, different types of behavior resulting from the union can be achieved. 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 flector 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 bending 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, c) 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 require prior preparation of the profiles to be joined, b) that is completely removable and reconfigurable, c) 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.
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 tornillos (6), tuercas (7) y arandelas (8) correspondientes. Con este sistema se realizaría la unión del tipo viga-viga enrasadas por la parte superior, empleando para ello perfiles metálicos normalizados del tipo 1. (1) And the secondary support plate (2), fixing clips (5, see Figure 1) with their screws (6), nuts (7) and corresponding washers (8). With this system the connection of the beam-beam type flush at the top would be made, using standardized metal profiles of type 1.
Los rasgados (3) en la placa soporte principal (1) y los rasgados (4) en la placa soporte secundaria (2), permiten el ajuste de las grapas y su tomillería, en ambos lados del ala de los diferentes tamaños de perfiles a unir (ver Figura 4). The tears (3) in the main support plate (1) and the tears (4) in the secondary support plate (2), allow the adjustment of the staples and their screws, on both sides of the wing of the different sizes of profiles to join (see Figure 4).
La placa soporte principal (1, ver Figura 2) que se amarra a la viga principal (9) está 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 (11), los cuales permiten regular la altura para distintos tamaños de perfiles metálicos, 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 provista de unas pestañas (13), en las cuales se han realizado unos taladros (14), los cuales permiten mediante el empleo de unos tornillos de apriete (15), tuercas (20) y arandelas (22), la unión a la placa soporte principal (1) a través de los rasgados (11). Otros tornillos de ajuste (16), los cuales van colocados en los roscados (21) de la placa soporte principal (1), permiten empujar las pestañas (13) de la placa soporte secundaria (2) y, como consecuencia, regular con exactitud la altura de la viga secundaria (12) respecto a la viga principal (9) (ver Figura 6). The main support plate (1, see Figure 2) that is attached to the main beam (9) is provided with side flanges (10) that are welded in the center of the plate by thin sheets (17) and these side flanges they have torn ones (11), which allow to adjust the height for different sizes of metal profiles, 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 provided with flanges (13), in which some holes (14) have been made, which allow the use of tightening screws (15), nuts (20) and washers (22), the connection to the main support plate (1) through the tears (11). Other adjusting screws (16), which are placed on the threads (21) of the main support plate (1), allow pushing the tabs (13) of the secondary support plate (2) and, as a consequence, regulate with accuracy the height of the secondary beam (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 arandelas (22) (ver Figura 6). When the main beam (9) and the secondary beam (12) are flush with precision from the top, the tightening bolts (15), nuts (20) and washers (22) are tightened (see Figure 6) .
Para evitar que se produzcan esfuerzos de torsión en la viga principal (9), los 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 láminas delgadas (17) son fácilmente deformables, permiten no transmitir los momentos f1ectores de la viga secundaria (12) a la viga principal (9), lo que supondría esfuerzos de torsión en la viga principal (9). To avoid torsional stresses in the main beam (9), the forces 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 these thin sheets (17) are easily deformable, they allow not to transmit the secondary moments of 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 tornillos de rigidización (18) sobre los taladros (19) de la placa soporte principal (1) (ver Figura 6). For cases where if you want to transmit the bending stresses of the secondary beam (12) to the main beam (9), "The stiffening screws (18) would be placed on the holes (19) of the main support plate (1) (see Figure 6).
A continuación se hace una descripción de los dibujos, en donde con carácter ilustrativo y no limitativo, se ha representado lo siguiente: FIGURA 1: Vista en perspectiva y en planta del soporte de unión y del tipo 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: Vista en detalle del ajuste de las grapas y su tornillería sobre el ala del perfil. FIGURA 5: Vista lateral del soporte de unión. FIGURA 6: Vista en perspectiva de los tornillos de rigidización. 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 drawings, where with character Illustrative and not limiting, the following has been represented: FIGURE 1: Perspective and plan view of the joint support and knot type 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 clips and their screws 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.
A continuación se realiza una descripción de la realización de la invención, haciendo referencia a la numeración adoptada en las figuras. A description of the embodiment of the invention follows, with 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 perfil empleando las correspondientes 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 tied to the wings of the profile using the corresponding clips (5) and its corresponding screws (6), nuts (7) and washers (8 ) (see Figure 7).
Para resolver dicho montaje primero se sujeta una grapa (5) con su tornillería (6) y una vez ajustado el tamaño del ala del perfil correspondiente, se coloca debajo de la tuerca To solve this assembly, a clip (5) is fastened first with its screws (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 con cuidado de dejar la placa soporte principal (1) alineada con 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 with care 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).
A continuación sobre la placa soporte principal (1) se montan los tornillos de ajuste (16). Next, the adjustment screws (16) are mounted on the main support plate (1).
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 y cuando están alineados los rasgados (11) de la placa soporte principal (1), con los The next step is to approach the two beams, with their corresponding plates mounted 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 tornillos de apriete (15); por los taladros (14) Y rasgados (11), pero se dejan flojos para poder con otros tornillos de ajuste (16) regular con exactitud la altura. Una vez que están la viga principal (9) y la viga secundaria (12) enrasadas con exactitud por la parte superior, se aprietan firmemente los tornillos de apriete (15) (ver Figura 6). 10 holes (14) of the secondary support plate (2) (see Figure 5), the clamping screws (15) are inserted; by the holes (14) and torn (11), but they are left loose to be able to adjust the height with other adjustment screws (16). Once the main beam (9) and the secondary beam (12) are flush accurately from the top, the tightening screws (15) are firmly tightened (see Figure 6).
15 Después si queremos que se transmitan los momentos flectores de la viga secundaria (12), que se transforma en torsión sobre la viga principal (9), se introducen los tornillos de rigidización (18) sobre los taladros (19) de la placa soporte principal (1) (ver Figura 6). 15 Then if we want the bending moments of the secondary beam (12) to be transmitted, which is transformed into torsion on the main beam (9), the stiffening screws (18) are introduced on the holes (19) of the support plate main (1) (see Figure 6).
Claims (6)
- 1. one.
- Sistema de unión desmontable para vigas metálicas de perfil I enrasadas por la parte superior, caracterizado por emplear una placa soporte principal (1) Y una placa soporte secundaria (2) provista de unos rasgados (3,4) respectivamente, que mediante un sistema de unión con grapas de fijación (5), tornillos (6), tuercas (7) y arandelas planas (8) permite la unión de distintos tamaños de vigas de perfil I estándar. Detachable joint system for profile I metal beams flush at the top, characterized by using a main support plate (1) and a secondary support plate (2) provided with torn (3,4) respectively, which by a system of union with fixing clips (5), screws (6), nuts (7) and flat washers (8) allows the joining of different sizes of standard profile I beams.
- 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
- 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 tornillos de ajuste (16) permiten empujar las pestañas (13) de la placa soporte secundaria (2) los cuales permiten 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 adjusting screws (16) allow pushing the tabs (13) of the secondary support plate (2) which allow to accurately regulate 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 están 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 I 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 permiten transmitir los esfuerzos flectores de la viga secundaria (12) a la viga principal (9). Detachable joining system by means of clips for metal beams of profile I flush at 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 allow the bending forces of the secondary beam (12) to be transmitted to the main beam (9).
- 11.1
- 11.1
- 18 18
- FIGURAS FIGURES
- 12 12
- 7 7
- FIGURA 7 FIGURE 7
- 12 12
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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| ES2605021A1 true ES2605021A1 (en) | 2017-03-10 |
| ES2605021B2 ES2605021B2 (en) | 2017-08-22 |
Family
ID=58208857
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES201500659A Active 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 |
Country Status (2)
| Country | Link |
|---|---|
| ES (1) | ES2605021B2 (en) |
| WO (1) | WO2017042406A1 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2563085A (en) * | 2017-06-03 | 2018-12-05 | Insula Ltd | Connection and alignment of building elements |
Citations (4)
| 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 |
| GB2057547A (en) * | 1979-08-09 | 1981-04-01 | Spence Engs Ltd William | Clamping apparatus |
| WO1994005918A1 (en) * | 1992-08-28 | 1994-03-17 | Victaulic Plc | Beam fixing device |
| GB2500244A (en) * | 2012-03-15 | 2013-09-18 | Kee Safety Ltd | Clamp assembly |
-
2015
- 2015-09-10 ES ES201500659A patent/ES2605021B2/en active Active
-
2016
- 2016-09-08 WO PCT/ES2016/000098 patent/WO2017042406A1/en active Application Filing
Patent Citations (4)
| 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 |
| GB2057547A (en) * | 1979-08-09 | 1981-04-01 | Spence Engs Ltd William | Clamping apparatus |
| WO1994005918A1 (en) * | 1992-08-28 | 1994-03-17 | Victaulic Plc | Beam fixing device |
| GB2500244A (en) * | 2012-03-15 | 2013-09-18 | Kee Safety Ltd | Clamp assembly |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2017042406A1 (en) | 2017-03-16 |
| ES2605021B2 (en) | 2017-08-22 |
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