EP2093335B1 - Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement - Google Patents
Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement Download PDFInfo
- Publication number
- EP2093335B1 EP2093335B1 EP09250470.3A EP09250470A EP2093335B1 EP 2093335 B1 EP2093335 B1 EP 2093335B1 EP 09250470 A EP09250470 A EP 09250470A EP 2093335 B1 EP2093335 B1 EP 2093335B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- section
- angle bracket
- embossment
- apertures
- construction element
- 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.)
- Active
Links
Images
Classifications
-
- A—HUMAN NECESSITIES
- A47—FURNITURE; DOMESTIC ARTICLES OR APPLIANCES; COFFEE MILLS; SPICE MILLS; SUCTION CLEANERS IN GENERAL
- A47B—TABLES; DESKS; OFFICE FURNITURE; CABINETS; DRAWERS; GENERAL DETAILS OF FURNITURE
- A47B96/00—Details of cabinets, racks or shelf units not covered by a single one of groups A47B43/00 - A47B95/00; General details of furniture
- A47B96/06—Brackets or similar supporting means for cabinets, racks or shelves
- A47B96/061—Cantilever brackets
-
- 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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- 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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B1/2608—Connectors made from folded sheet 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
- E04B1/38—Connections for building structures in general
- E04B1/388—Separate connecting elements
- E04B2001/389—Brackets
Definitions
- the present invention relates to a one-piece angle bracket for fastening a first construction element to a second construction element, said angle bracket comprising:
- Angle brackets are used in various places e.g. when building a house.
- the angle brackets are used to join two construction elements with each other such as a rafter and a wall plate, a girder and a joist or a stud and a sill.
- Great effort is made in order to achieve that the workers, e.g. carpenters, have positioned and mounted the angle brackets in the right way.
- the test for the quality of this work is often a storm or similar stress in which the building should provide shelter instead of being likely to collapse.
- At least one of the apertures is placed essentially along the central axis of the sections of the angle bracket. This is due to the fact that e.g. timber is less likely to split when the fastening means is positioned close to the centre of the timber element.
- Fastening means such as a connector screw or threaded rods with a nut, necessitates a certain flat space around the apertures in order to achieve a proper contact between the angle bracket and the head of the connector screw or the nut. Therefore, the angle bracket is left without an embossment around such apertures and especially around the central apertures, in order to achieve such flat space for the fastening means.
- German utility model DE 202004006321 U1 discloses an angle bracket.
- This angle bracket is formed with a number of smaller embossments shaped as a "Y” and a "V".
- embossments there is a risk that the bracket will deform when subjecting the bracket to a load forcing the angle from 90° to an acute or obtuse angle. This is due to the embossments not being in a straight line from the bent region towards the free ends, but shaped as either a "V” or a "Y” and as such adapted to withstand loads perpendicular to the axis from the bent region towards the free ends, i.e. loads parallel to the bending axis of the angle bracket.
- angle bracket having supporting side ribs. Furthermore, the angle bracket comprises a centrally placed support rib. The centrally placed support rib does not show that holes may be placed in or near the rib. Side ribs are introduced in order to gain further strength.
- US 2,264,290 discloses a greenhouse of a light and portable type.
- the greenhouse comprises metal brackets and wooden braces.
- the wooden braces and the metal brackets bring the side panels and the roof panel together.
- the metal brackets comprise strips of sheet metal with central ridges or embossed portions.
- the central ridge or embossment does not extend to the end portion of the metal bracket.
- the metal bracket does not have the ridge or embossment surrounding the holes or near the bracket ends.
- CH84404 discloses a bracket made of sheet metal angle pieces and formed with a channel-shaped cross-section.
- the present invention provides a new angle bracket that addresses the disadvantages of the angle bracket mentioned above, and provides an improved angle bracket that minimises the risk of incorrect mounting and is safer for the worker to use.
- the present invention provides, in a first aspect, an angle bracket where the embossment is extending into the area of said at least one of the apertures with its centre substantially on the centre axis of the first or the second section.
- the embossment of the angle bracket is contributing to raise the moment of inertia of the angle bracket, and the preferred central placement of the apertures along the central axis results in the preferred situation of having embossed material around the apertures.
- the angle bracket has achieved the desired properties of both the embossment and the benefit from having the apertures placed in a preferred position. Furthermore, it is ensured that the worker mounting the bracket is given the best opportunities to mount the bracket.
- both the first section and the second section are provided with an aperture in the embossment extending along the centre axis of the first section and along the centre axis of the second section.
- the diameter of the aperture of the embossment of the first section can differ from the diameter of the aperture of the embossment of the second section.
- the fastening means and the apertures of the angle bracket can have a tight fit and therefore unable to move in relation to each other.
- the embossment may be provided with a flat top in the area around the at least one aperture.
- the fastening means In order to achieve a tight connection between the fastening means and the bracket it is important to ensure that the surface surrounding the aperture and the fastening means are aligned correctly.
- the head of the fastening means and the surface surrounding the aperture should be parallel.
- the aligning of the fastening means is merely a matter of aligning the main body of the fastening means perpendicular to the structure it self.
- the easiest determinable angle is one of 90° between the fastening means and the bracket, because the body of the fastening means could be held in relation to the full construction element instead of just a small surface on the bracket.
- the diameter of the aperture of the embossment of the first section could be 11 mm and the diameter of the aperture of the embossment of the second section could be 13 mm.
- Diameters of 11 mm and 13 mm respectively are commonly used in the construction Industry and therefore they are the most likely to fulfil the needs. Thus, in order to prevent both injuries of the workers as well as poor quality of the structure such difference of 2 mm between the apertures Is preferred. In order to emphasise the difference in size, the apertures are marked with their dimensions.
- angle bracket may according to the invention be made from a single piece of sheet metal.
- Producing the angle brackets from a single piece of sheet metal is beneficial due to the fact that the metal can be delivered in e.g. coils. Thereby, It is possible to determine a certain width of the coil that is necessary to form the angle bracket, thus reducing the amount of waste material.
- the sheet metal may be galvanised steel.
- the material could be steel, e.g. S250 GD and Z275 according to EN10328. It is achieved that the relation between the thickness and thereby the weight Is optimised. When building large constructions, the weight of the various material to be carried around on the site is reduced.
- the sheet metal may have a thickness of 0,5 - 4,5 mm, preferably 1 - 3,5 mm, most preferred 1,5 - 2,5 mm.
- the moment of inertia of the angle bracket Is partly dependent on the thickness of the material.
- the thickness of the material could be increased.
- a material thickness of e.g. 2 mm having an embossment of at least 15 mm at the highest point of the embossment from a section shows a sufficient moment of inertia.
- the height of the embossment when seen in cross section, can be embossed at least 15 mm from the section.
- the moment of Inertia is dependent on the height of the embossment, and therefore it is preferred to have an embossment of at least 15 mm.
- the embossment extends along the central axis of the sections essentially from the free end of the first section via the common bend section to the free end of the second section. With the embossment extending the entire length along the central axis of the sections, a high moment of inertia is achieved.
- a one-piece angle bracket 1 has a first section 2 and a second section 3 connected by a common bending section 4.
- An embossment 5 is extending from the first free end 6 of the first section 2 along the central axis 7 of the first section 2 to the second free end 8 of the second section 3 along the central axis 9 of the second section 3.
- the angle bracket 1 has a number of apertures 10 (only two of the apertures 10 are marked with a preference numeral) for receiving fastening means such as screws or nails. Furthermore, a first larger aperture 11 is arranged in the embossment 5 near the first free end 6 and a second larger aperture 12 is arranged near the second free end 8. These larger apertures 11, 12 are adapted to receive e.g. connector screws or a threaded rod with a nut The first large aperture 11 and the second large aperture 12 are arranged essentially on the central axis 7, 9 of their respective sections 2, 3. This way the apertures 12,13 are positioned in the best place in order for the worker to position the angle bracket 1 correctly on the elements to be joined.
- Fig. 1 it is shown that the one of the apertures 12, 13 has a diameter larger than the other.
- Fig. 2 shows the angle bracket 1 in an installed situation joining a first construction element 14 to a second construction element 15.
- a larger fastening means 16 a connector screw, is arranged in one of the larger apertures for connecting the first section 2 to the first construction element 14.
- a number of smaller fastening means 17 are arranged in most of the small apertures 10.
- the diameter of the small apertures 10 is e.g. 5 mm.
- the distance from the free sides 18, 19, 20, 21 to the small apertures could be 8 -15 mm.
- the small apertures 10 are arranged in such way that the distances from the adjacent side are different. This way, the risk of splitting e.g. a timber construction element Is minimised.
- the angle bracket 1 could be joining construction elements of various kinds such as wood, wood fibre composites, concrete etc.
- the angle bracket 1 does not only hold the construction elements 14, 15 in relation to each other but serves to Join the construction elements 14, 15 as well. If In fact the element only were to be kept in a certain position in a static situation the shape of the angle bracket would be much simpler. However, in case of a building being subjected to external forces such as wind or snow, the loads on the angle bracket will change dramatically and therefore e.g, the maximal bending moment, which the angle bracket is able to withstand, is crucial to the quality of the structure. Therefore, the embossment 5 is extending the entire length of the sections 2, 3.
- the angle bracket 1 is seen from the side. It Is seen that the embossment 5 is elevated the highest from the sections 2, 3 at the bisector b between the sections 2, 3. The height of the embossment 5 is gradually decreasing towards the free ends 8, 8. Within the last part of the embossment 5, near the free ends 6, 8 the top surface 30 is parallel to the section 2, 3 from which it is embossed. Thus, the embossed surface 31 around the apertures 11, 12 is parallel to the section from which it is embossed. Therefore, the fastening means, e.g. a connector screw or a nut, has a firm surface to abut The firm surface is important in order to ensure the quality of the joint, especially when dynamic loads are subjected to the joint.
- the fastening means e.g. a connector screw or a nut
- Fig. 4 shows a front view of the angle bracket 1 showing that the apertures 10 are positioned in different distances from the centre axis of the section.
- the distance from the free sides 18, 99, 20, 21 to the small apertures could be 8 -15 mm.
- the small apertures 10 are arranged in such way that they do not have their centres on a straight line. This way the risk of cracking e.g. a wooden construction element is minimised.
- the angle bracket 1 could be joining construction elements of various kinds such as wood, wood fibre composites, concrete etc.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Clamps And Clips (AREA)
- Jib Cranes (AREA)
Claims (8)
- Einteiliger Winkelträger (1) zum Befestigen eines ersten Konstruktionselements (14) an einem zweiten Konstruktionselement (15), wobei der Winkelträger (1) umfasst:- einen ersten Abschnitt (2), der ein erstes freies Ende (6), eine erste freie Seite (18) und eine zweite freie Seite (19) aufweist und in einer ersten Ebene angeordnet ist, wobei der erste Abschnitt (2) eine erste Mittelachse (7) aufweist, welche senkrecht zu dem ersten freien Ende (6) ist,- einen zweiten Abschnitt (3), der ein zweites freies Ende (8), eine erste freie Seite (20) und eine zweite freie Seite (21) aufweist und in einer zweiten Ebene angeordnet ist, wobei der zweite Abschnitt (3) eine zweite Mittelachse (9) aufweist, welche senkrecht zu dem zweiten freien Ende (8) des zweiten Abschnitts (3) ist,- eine Anzahl an Öffnungen (10, 11, 12) zum Aufnehmen von Mitteln (17) zum Befestigen des ersten Abschnitts (2) des Winkelbefestigers (1) an einem ersten Konstruktionselement (14) und des zweiten Abschnitts (3) des Winkelbefestigers (1) an einem zweiten Konstruktionselement (15),- eine Erhebung (5), die sich mittels eines erhabenen Abschnitts eines gemeinsamen Biegeabschnitts (4) entlang der Mittelachse (7) des ersten Abschnitts (2) und entlang der Mittelachse (9) des zweiten Abschnitts (3) erstreckt,- wobei wenigstens eine der Öffnungen (11, 12) mit ihrem Mittelpunkt im Wesentlichen auf der Mittelachse des ersten (2) oder des zweiten Abschnitts (3) angeordnet ist,- wobei sich die Erhebung (5) in den Bereich wenigstens einer der Öffnungen (11, 12) mit ihrem Mittelpunkt im Wesentlichen auf der Mittelachse (7, 9) des ersten (2) oder des zweiten Abschnitts (3) erstreckt, und wobei sowohl der erste Abschnitt (2) als auch der zweite Abschnitt (3) mit einer Öffnung (11, 12) in der Erhebung (5) angeordnet sind, welche sich entlang der Mittelachse (7) des ersten Abschnitts (2) und entlang der Mittelachse (9) des zweiten Abschnitts (3) erstreckt, dadurch gekennzeichnet, dass- der erste Abschnitt (2) und der zweite Abschnitt (3) mittels des gemeinsamen Biegeabschnitts (4) im Wesentlichen senkrecht zueinander angeordnet sind und- sich die Erhebung (5) im Wesentlichen über die gesamte Länge der Abschnitte erstreckt.
- Einteiliger Winkelträger (1) nach Anspruch 1, dadurch gekennzeichnet, dass sich der Durchmesser der Öffnung (11) der Erhebung (5) des ersten Abschnitts (2) und der Durchmesser der Öffnung der Erhebung (5) des zweiten Abschnitts (3) voneinander unterscheiden.
- Einteiliger Winkelträger (1) nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, dass die Erhebung (5) mit einer ebenen Oberseite (30) in dem Bereich (31) um die wenigstens eine Öffnung bereitgestellt ist.
- Einteiliger Winkelträger (1) nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass der Durchmesser der Öffnung der Erhebung (5) des ersten Abschnitts (2) 11 mm beträgt und der Durchmesser der Öffnung der Erhebung (5) des zweiten Abschnitts (3) 13 mm beträgt.
- Einteiliger Winkelträger (1) nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass der Winkelträger (1) aus einem einzigen Stück Blech hergestellt ist.
- Einteiliger Winkelträger (1) nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass das Blech verzinkter Stahl ist.
- Einteiliger Winkelträger (1) nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass das Blech eine Dicke von 0,5 - 4,5 mm, vorzugsweise 1 - 3,5 mm, höchstvorzugsweise 1,5 - 2,5 mm, aufweist.
- Einteiliger Winkelträger (1) nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass die Erhebung (5) entlang der Winkelhalbierenden (b) wenigstens 15 mm von dem gemeinsamen Biegeabschnitt (4) erhaben ist.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SI200931473A SI2093335T1 (sl) | 2008-02-22 | 2009-02-23 | Enodelna kotna konzola za pritrditev konstrukcijskega elementa na drugi konstrukcijski element |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB0803274A GB2457714A (en) | 2008-02-22 | 2008-02-22 | One-piece angle bracket for fastening a first construction element to a second construction element |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| EP2093335A2 EP2093335A2 (de) | 2009-08-26 |
| EP2093335A3 EP2093335A3 (de) | 2011-12-28 |
| EP2093335B1 true EP2093335B1 (de) | 2016-04-13 |
Family
ID=39284401
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP09250470.3A Active EP2093335B1 (de) | 2008-02-22 | 2009-02-23 | Einteiliger Winkelträger zur Befestigung eines ersten Bauelements an ein zweites Bauelement |
Country Status (9)
| Country | Link |
|---|---|
| EP (1) | EP2093335B1 (de) |
| CY (1) | CY1117769T1 (de) |
| DK (1) | DK2093335T3 (de) |
| ES (1) | ES2575136T3 (de) |
| GB (1) | GB2457714A (de) |
| HU (1) | HUE029108T2 (de) |
| PL (1) | PL2093335T3 (de) |
| PT (1) | PT2093335T (de) |
| SI (1) | SI2093335T1 (de) |
Families Citing this family (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012122592A1 (en) * | 2011-03-11 | 2012-09-20 | Elston Greg | An adaptable bracket |
| WO2017117588A1 (en) | 2015-12-31 | 2017-07-06 | Simpson Strong-Tie Company, Inc. | Adjustable tension tie |
| IT201700002109U1 (it) | 2017-01-11 | 2018-07-11 | Thomas Schrentewein | Elemento di connessione per costruzioni in legno |
| USD839078S1 (en) | 2018-01-04 | 2019-01-29 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
| USD959250S1 (en) | 2020-07-22 | 2022-08-02 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
| US11692340B2 (en) | 2020-07-22 | 2023-07-04 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
| USD959251S1 (en) | 2020-07-22 | 2022-08-02 | Clarkwestern Dietrich Building Systems Llc | Slide clip |
| CA3221770A1 (en) * | 2021-05-31 | 2022-12-08 | Jhalak J VASAVADA | Tension tie |
| IT202200024291A1 (it) | 2022-11-25 | 2024-05-25 | Rotho Blaas S R L Ovvero Rotho Blaas Gmbh | Sistema di collegamento per elementi in legno perfezionato con un elemento in cemento armato di un edificio e metodo per realizzare il collegamento e un kit |
| IT202100031790A1 (it) | 2021-12-20 | 2023-06-20 | Damiani Holz&Ko S P A | Sistema di collegamento per elementi in legno con un elemento in cemento armato di un edificio e metodo per realizzare il collegamento e un kit |
| WO2023117734A1 (de) | 2021-12-20 | 2023-06-29 | Rotho Blaas Gmbh/Srl | Verbessertes verbindungssystem für holzelemente mit einem stahlbetonelement eines gebäudes und verfahren zur herstellung der verbindung sowie ein bausatz |
| USD983016S1 (en) | 2022-12-30 | 2023-04-11 | Sunmodo Corporation | Roof mount bracket for mounting solar panels |
| USD983019S1 (en) | 2022-12-30 | 2023-04-11 | Sunmodo Corporation | Roof mount bracket for mounting solar panels |
| USD984872S1 (en) | 2022-12-30 | 2023-05-02 | Sunmodo Corporation | Roof mount bracket for mounting solar panels |
| USD983015S1 (en) | 2022-12-30 | 2023-04-11 | Sunmodo Corporation | Roof mount bracket for mounting solar panels |
| USD983018S1 (en) | 2022-12-30 | 2023-04-11 | Sunmodo Corporation | Roof mount bracket for mounting solar panels |
| USD983017S1 (en) | 2022-12-30 | 2023-04-11 | Sunmodo Corporation | Roof mount bracket for mounting solar panels |
| US11750143B1 (en) | 2023-01-24 | 2023-09-05 | Sunmodo Corporation | Bracket and devices for mounting solar panels to roofs |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH84404A (de) * | 1919-08-16 | 1920-03-16 | Fritz Erismann | Winkelträger |
| US1398371A (en) * | 1921-03-31 | 1921-11-29 | Frederick W Goedeke | Corner-irons for baskets, boxes, &c. |
| GB254434A (en) * | 1925-04-23 | 1926-07-08 | Arthur David Tipper | Improvements relating to sheet metal brackets |
| GB298381A (en) * | 1927-11-01 | 1928-10-11 | Joseph Henry Banks | Improvements in shelf and angle brackets |
| US2264290A (en) | 1939-10-23 | 1941-12-02 | Lord & Burnham Company | Greenhouse construction |
| GB2132073A (en) * | 1982-12-13 | 1984-07-04 | Catnic Components Ltd | Bracket for anchoring a timber frame building sole plate |
| NL8702743A (nl) * | 1987-11-17 | 1989-06-16 | Bazo Staalbeheer Bv | Plankdrager met afschermkap. |
| BE1008082A3 (nl) * | 1994-02-24 | 1996-01-09 | Sadef Nv | Systeem voor liggers. |
| DE29707800U1 (de) | 1997-04-30 | 1997-07-10 | Bierbach GmbH & Co. KG Befestigungstechnik, 59425 Unna | Winkelverbinder |
| DE29718172U1 (de) * | 1997-10-14 | 1997-11-27 | GH-Baubeschläge Hartmann GmbH, 32549 Bad Oeynhausen | Winkelverbinder |
| FR2773568B1 (fr) * | 1998-01-13 | 2000-03-24 | Denis Crochet | Dispositif d'assemblage d'elements de structure, comportant une equerre modulable |
| US7065932B2 (en) * | 2003-10-06 | 2006-06-27 | Simpson Strong-Tie Company, Inc. | Top flange stud to plate tie |
| DE202004006321U1 (de) | 2004-04-22 | 2004-06-17 | GH-Baubeschläge Hartmann GmbH | Winkelverbinder für Holzkonstruktionen |
-
2008
- 2008-02-22 GB GB0803274A patent/GB2457714A/en not_active Withdrawn
-
2009
- 2009-02-23 ES ES09250470.3T patent/ES2575136T3/es active Active
- 2009-02-23 PL PL09250470.3T patent/PL2093335T3/pl unknown
- 2009-02-23 HU HUE09250470A patent/HUE029108T2/en unknown
- 2009-02-23 DK DK09250470.3T patent/DK2093335T3/en active
- 2009-02-23 EP EP09250470.3A patent/EP2093335B1/de active Active
- 2009-02-23 SI SI200931473A patent/SI2093335T1/sl unknown
- 2009-02-23 PT PT92504703T patent/PT2093335T/pt unknown
-
2016
- 2016-07-11 CY CY20161100650T patent/CY1117769T1/el unknown
Also Published As
| Publication number | Publication date |
|---|---|
| SI2093335T1 (sl) | 2016-08-31 |
| CY1117769T1 (el) | 2017-05-17 |
| GB2457714A (en) | 2009-08-26 |
| HUE029108T2 (en) | 2017-02-28 |
| EP2093335A2 (de) | 2009-08-26 |
| PT2093335T (pt) | 2016-07-15 |
| PL2093335T3 (pl) | 2016-11-30 |
| ES2575136T3 (es) | 2016-06-24 |
| DK2093335T3 (en) | 2016-07-04 |
| GB0803274D0 (en) | 2008-04-02 |
| EP2093335A3 (de) | 2011-12-28 |
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