WO2007065182A1 - Trägerartiges, aus miteinander verbundenen einzelteilen zusammengesetztes bauelement - Google Patents
Trägerartiges, aus miteinander verbundenen einzelteilen zusammengesetztes bauelement Download PDFInfo
- Publication number
- WO2007065182A1 WO2007065182A1 PCT/AT2006/000481 AT2006000481W WO2007065182A1 WO 2007065182 A1 WO2007065182 A1 WO 2007065182A1 AT 2006000481 W AT2006000481 W AT 2006000481W WO 2007065182 A1 WO2007065182 A1 WO 2007065182A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- web
- belt
- component according
- web elements
- elements
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
- E04C3/16—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with apertured web, e.g. trusses
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
- E04C3/083—Honeycomb girders; Girders with apertured solid web
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/38—Arched girders or portal frames
Definitions
- Carrier-like component composed of interconnected individual parts
- the invention relates to a carrier-like component composed of interconnected individual parts, with at least one belt and at least one web.
- a plate-shaped support element which is formed by an upper and a lower plate, between which a component with a meandering cross section is inserted, which is connected to both the upper and the lower plate.
- AT 285 129 B relates to a wall element with a number of zigzags
- each board Composed and at their ends interconnected boards, with projecting grooves are provided on the two longitudinal edges of each board, whereby the boards can be connected to a continuous component inserted between an upper and a lower plate.
- honeycomb structures between two flat plates, the honeycombs being formed by honeycombs extending perpendicular to the two plates.
- the invention has for its object to provide a component of the type described above, which is particularly easy to manufacture and not only has a high load-bearing capacity, but also has a very high torsional rigidity. Furthermore, it should be possible to form plate-shaped support elements with such a component.
- the web is formed by web elements which extend transversely to the longitudinal extension of the web, web elements forming a linear longitudinal region extending over the length of the web and two adjacent web elements each starting from the longitudinal region of the web each extend to different narrow sides of the belt, so that a web element rests with one side of the web on the belt and the adjacent web element with the
- a simple basic form of the component is characterized in that web elements with one end extend in a linear manner over the length of the web
- a simple manufacture of a web can be achieved if the web is formed by integrally connected web elements, two adjacent ones in each case
- Web elements on at least one longitudinal region, in particular one of the longitudinal edges, are integrally connected to one another.
- a rationalization of the assembly can be achieved if the ends of the web elements protrude into a fold of the belt and are connected there to the belt, whereby a smooth web surface can also be achieved.
- the last-described embodiment is preferably further developed in that the fold has an extent transverse to the longitudinal edge of the web elements in the size of half the thickness of the web elements on their longitudinal edge.
- the web elements are arranged immediately adjacent and are separated from one another by a maximum of a distance of the order of the width of a saw cut.
- the ratio of the width of a belt to the height of the web is in the range between 1:20 and 1: 1, preferably in the range from 1: 6 to 1: 1, in particular in the range of 1: 3.5 to 1: 2.5.
- the component is preferably characterized in that it is made of wood, the belt preferably being made of sawn timber and the web preferably made of plywood, the web being expediently made of a plywood having at least three layers of wood, the wood fibers being on the outside of
- Adhesive is expediently used to connect the individual parts, in particular glue, preferably synthetic resin glue or PU glue.
- the cavity delimited by the web and the belt is filled with a material such as quartz sand, cellulose flakes, pearlites, PU foam, etc.
- a material such as quartz sand, cellulose flakes, pearlites, PU foam, etc.
- the web elements extend beyond the belt on both sides and are connected at both ends to form a double S and a linear longitudinal edge, as a result of which the load-bearing capacity and also the torsional rigidity can be increased still further.
- the longitudinal edges of the web projecting beyond the belt are preferably integrally formed.
- the belt is also expediently arranged in a symmetry center plane of the component.
- a further belt is preferably provided on at least one longitudinal edge of the web, as a result of which two belts, which are arranged at a distance from one another, are available to the component for force dissipation.
- a preferred variant is characterized in that adjacent web elements are formed by alternately cutting a plate, once by one Longitudinal edge region and once from the opposite longitudinal edge region, the end regions of the web elements projecting beyond the belt being connected to one another by means of a further belt.
- a further preferred variant is characterized in that the web elements are integrally connected in a preferably central region in terms of their length between their ends, and the parts of the web elements which extend from this region to one and the other side in the same or opposite directions extend bent into a strap.
- the components of the invention can be used to form an excellent
- straps lying in one surface, in particular one plane are integrally formed to form a plate, the end regions of the web elements being inserted into grooves machined into the plate.
- FIG. 1 illustrating a first variant
- FIGS. 1A to IE showing the development of such a component, in each case in an oblique view
- 2A to 2D show a variant in a representation analogous to FIG. 1.
- Fig. 3 shows the cross section of a supporting structure formed from a plurality of juxtaposed and interconnected components.
- FIG. 4 shows a further variant in a representation analogous to FIG. ID.
- FIG. 5 shows a support element, formed from several components according to FIG. 4.
- FIG. 7 shows another variant in a representation analogous to FIG. 5.
- Fig. 6 shows a partial view of this variant in an oblique view with the roof panel lifted.
- FIGS. 1 illustrating a first variant
- FIGS. 1A to IE showing the development of such a component, in each case in an oblique view
- 2A to 2D show a variant in a representation analogous to FIG. 1.
- Fig. 3 shows the cross section of a supporting structure formed from
- FIGS. 9A to D, 10A to D, 1 IA to D, 12A to D and 13A to D respectively. 14, 16 and 18 relate again to cross-sectional representations, with FIG. 15 illustrating a partial view of FIG. 16 and FIG. 17 illustrating a partial view of FIG. 18, in each case in an oblique view. 19 and 20 show variants in a representation analogous to FIG. ID.
- FIG. 21 shows a component which is designed to be arcuate in the longitudinal direction
- FIG. 22 shows a support element formed from such components.
- a web 1 of a component 2 is formed by a plate 1 '(cf.
- FIG. 1A which is formed by parallel incisions 3 (cf. FIG. IB) which extend from a longitudinal edge 4 of the Plate 1 'against the opposite longitudinal edge 5 is divided into web elements 6, which are integrally connected to the continuous longitudinal edge 5.
- Adjacent web elements 6 are bent by bending on the right or left side (see FIG. IC) to different narrow sides 7, 8 of a belt 9, so that a web element 6 with one side of the web 1 rests on the belt 9 and the adjacent web element 6 with the opposite side of the web 1 on the belt 9.
- the web elements 6 form the shape of an "S", the shape of the "S" being more or less elongated, but this depends on the longitudinal extent 10 of the web elements 6. Since the web elements 6 have the same longitudinal extent 10, a symmetrical cross section results. An asymmetrical cross section can also be achieved by different longitudinal extensions 10 of adjacent web elements 6.
- the free ends of the web elements 6 are connected to the narrow sides 7, 8 of the belt 9 over the entire contact surface
- the ends of the web elements 6 are flush with the outside 10 'of the belt 4, which can be done in a simple manner by machining the e.g. ready glued or glued component 2 can be achieved.
- straps 9 can be arranged on both sides of the web 1 on the region of the longitudinal edge 5 of the web 1, on which the web elements 6 are integrally connected, so that it is possible to form a support element 11, formed by two or more or a plurality of side by side and connected to each other - eg by gluing or gluing components 2, as shown for example in FIG. 3. This is preferably done so that the left and right curved
- Web elements 6 of the adjacent components 2 a belt 9 opposite the belts 9 of the components 2 is inserted and is connected to the end regions of the web elements 6.
- FIGS. 2A to 2D A particularly efficient use of material for the web material is illustrated with the aid of FIGS. 2A to 2D.
- FIG. 2A two webs 1 are punched out of a plate 1 ′′, the punching line following the line 12 shown in broken lines result from a plate 1 ′′ two webs 1, as illustrated in FIG. 2B.
- Adjacent web elements 6 of a web 1 are here at a greater distance, which in turn corresponds to the width 13 of a web element 6.
- the left-hand and right-hand bending for integrating a belt 9 is carried out analogously to the variant shown in FIG. ID.
- FIG. 4 illustrates an embodiment of a component 2, in which the web elements 6 protrude with their free ends into a fold 14 of a belt 9 and are connected to the belt 9 there.
- the depth of the fold 14 corresponds to half the thickness 15 of the web elements 6, the height of the fold 14 can be selected depending on the requirements placed on the component 2.
- FIG. 5 shows several components 2 designed according to FIG. 4 combined to form a support element 11.
- web elements 6 are formed by completely cutting through a plate 1 'into individual elements.
- the web elements 6 extend beyond this on both sides of a belt 9 and are connected at both ends to form a double “S” and a linear edge region, either integrally, as shown in FIGS. 9B to 9D, or with the help of one or two adjacent belts 9, as shown in Fig. 13D, Fig. 10D, 1 ID and 12D show mixed forms, ie the web elements 6 are on a longitudinal edge 4 and 5 of the Web 1 with a belt and integrally connected to each other on the opposite.
- a plate 1 ′ forming the web 1 is only slit between the longitudinal edges 4, 5 (see FIG. 9B), so that the
- Web elements 6 are still integrally connected at both ends. Then there is a left-right bend in the height-central areas of the benchable web elements 6 and a belt 9 is threaded into the space formed by the curvatures of the web elements 6.
- the web elements 6 are integrally connected only on one longitudinal edge 5.
- FIG. 1 IB shows a special feature, according to which adjacent web elements 6 are integrally connected once on a longitudinal edge 4 and once on the opposite longitudinal edge 5 of the web 1. Also here is a threading of a belt 9 through the
- FIG. 12A in turn shows a rational use of a plate 1 ′′ for the web 1, so that two webs 1 can be formed from this plate 1 ′′. This is again done by punching along the dashed line 12 of FIG. 12 A.
- This Variant - like the variant according to FIG. 2D - is of interest if a larger spacing between the spacer elements is sufficient for the load-bearing capacity of the component 2.
- FIG. 13D again shows a component 2 in which the web elements 6 are individual parts, to be precise entirely separated from the adjacent web element 6.
- FIGS. 14 to 18 show variants of the formation of a support element 11 formed by two, more or a plurality of components 2, as shown in FIGS. 9D, 10D, 1 ID, 12D and 13D, the ends of the web elements again 6 end flat with straps 9 (Fig. 14) or in folds 14 of the straps 9, namely those straps that are arranged on the outside of the support element 11, protrude.
- FIGS. 17 and 18 in turn illustrate an integral design of the outer belts as plates 16 of the support element 11, the web elements 6 again protruding in grooves 17 of the same as in the illustration in FIG. 7.
- a component 2 of the special type is also shown in FIGS. 19D and 2OD.
- the web elements 6 are integrally connected in the middle of their longitudinal extent, which is accomplished by cutting a plate 1 'for the web from both longitudinal edges 4, 5 into a central linear longitudinal region 18 (see FIGS. 19B and 20B).
- two straps 9 After left and right folding of the ends of the web elements 6, two straps 9, the are connected to the ends of the web elements 6, insert between the ends of the web elements 6.
- the component 2 does not require a middle strap 9 in terms of height.
- the two ends of a web element 6 are each bent according to the same belt side 7 or 8, according to the variant shown in FIG. 2OD according to different sides 7 or 8 of the belt 9.
- the components 2 according to FIGS. 19D and 2OD can in turn - as described above by zipper type - be arranged next to one another and
- the invention is not limited to straight-line components; rather, they can also be curved, as illustrated in FIG. 23.
- the arc shape is predetermined by the arc shape of the belt 9 or the belts 9.
- curved planar support elements 11 can also be formed (cf. FIG. 24).
- the ratio of the belt width to the height of the component 2 is in the range between 1:20 and 1: 1, preferably in the range from 1: 6 to 1: 1, in particular in the range of 1: 3, 5 to 1: 2.5.
- the component 2 is formed entirely of wood
- the belt 9 is preferably made of plywood and the web 1 is expediently formed by a three-layer or five-layer plywood and the wood fibers
- the continuous cavity formed by the web 1 and the belt 9 is preferably filled with a material, such as quartz sand, cellulose flakes, PU foam pearlites, etc.
- Filling results in a wide variety of solutions for a wide variety of tasks, such as to satisfy thermal and acoustic requirements.
- the filling can take place before assembly or after assembly of the component, the latter giving the advantage of easier manipulation, especially since only the light hollow components 2 then have to be transported.
- a component 2 with a symmetrical cross-section which is characterized in that the end region of the web 1 lies in the center of the width of the belt 9, is favorable according to the stress.
- a further preferred use of a component 2 according to the invention can be seen after joining several of the components to form flat structures which are shown as
- the component 2 according to the invention has the advantage that, in principle, it can be formed from a wide variety of materials overall and also from different materials for the belt 9 and web 1 in each case, materials which can absorb shear forces primarily being used for the web 1 also flexible and
- the web 1 can be formed, for example, from cardboard, plastic, sheet metal, multilayer plywood or other wood materials. It is also possible to make the belt 9 from different materials, such as plastic, cardboard, multilayer
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Chemical & Material Sciences (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Composite Materials (AREA)
- Rod-Shaped Construction Members (AREA)
- Laminated Bodies (AREA)
- Finishing Walls (AREA)
- Superconductors And Manufacturing Methods Therefor (AREA)
- Variable-Direction Aerials And Aerial Arrays (AREA)
- Joining Of Building Structures In Genera (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
- Building Environments (AREA)
Abstract
Description
Claims
Priority Applications (9)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE502006003141T DE502006003141D1 (de) | 2005-12-07 | 2006-11-23 | Trägerartiges, aus miteinander verbundenen einzelteilen zusammengesetztes bauelement |
PL06817460T PL1957726T3 (pl) | 2005-12-07 | 2006-11-23 | Dźwigarowy element budowlany złożony z połączonych ze sobą pojedynczych części |
US12/096,282 US8201384B2 (en) | 2005-12-07 | 2006-11-23 | Girder-like structural element composed of individual parts connected to one another |
UAA200808800A UA91730C2 (ru) | 2005-12-07 | 2006-11-23 | Конструктивный элемент в виде балки, который состоит из соединенных между собой отдельных частей |
DK06817460T DK1957726T3 (da) | 2005-12-07 | 2006-11-23 | Bjælkelignende konstruktionselement der er sammensat af enkeltdele som er forbundet med hinanden |
AU2006322619A AU2006322619B2 (en) | 2005-12-07 | 2006-11-23 | Girder-like structural element composed of individual parts connected to one another |
JP2008543609A JP5412114B2 (ja) | 2005-12-07 | 2006-11-23 | 互いに連結される個別の部品で製作される梁状の構造要素 |
EP06817460A EP1957726B1 (de) | 2005-12-07 | 2006-11-23 | Trägerartiges, aus miteinander verbundenen einzelteilen zusammengesetztes bauelement |
CA2632523A CA2632523C (en) | 2005-12-07 | 2006-11-23 | Beam-like structural component made up of individual parts connected to each other |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATA1961/2005 | 2005-12-07 | ||
AT0196105A AT503216B1 (de) | 2005-12-07 | 2005-12-07 | Trägerartiges, aus miteinander verbundenen einzelteilen zusammengesetztes bauelement |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2007065182A1 true WO2007065182A1 (de) | 2007-06-14 |
Family
ID=37651145
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AT2006/000481 WO2007065182A1 (de) | 2005-12-07 | 2006-11-23 | Trägerartiges, aus miteinander verbundenen einzelteilen zusammengesetztes bauelement |
Country Status (13)
Country | Link |
---|---|
US (1) | US8201384B2 (de) |
EP (1) | EP1957726B1 (de) |
JP (1) | JP5412114B2 (de) |
AT (2) | AT503216B1 (de) |
AU (1) | AU2006322619B2 (de) |
CA (1) | CA2632523C (de) |
DE (1) | DE502006003141D1 (de) |
DK (1) | DK1957726T3 (de) |
PL (1) | PL1957726T3 (de) |
RU (1) | RU2416701C2 (de) |
SI (1) | SI1957726T1 (de) |
UA (1) | UA91730C2 (de) |
WO (1) | WO2007065182A1 (de) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT520790A1 (de) * | 2017-12-21 | 2019-07-15 | Schmidt Michael | Bauelement |
US20220145631A1 (en) * | 2019-02-18 | 2022-05-12 | Atricon Ab | Building stud, wall structure comprising such a building stud and a method for forming a wall structure |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2018107235A1 (en) * | 2016-12-14 | 2018-06-21 | Starpartner Pty Ltd | "truss, permanent formwork element and slab" |
US10844596B2 (en) * | 2018-05-23 | 2020-11-24 | Price Industries Limited | Structural member for use in an insulated assembly between two building structures |
GB2608850B (en) * | 2021-07-14 | 2024-01-03 | Kee Leung For Sang Fat | A composite floor beam |
Citations (10)
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US2154944A (en) * | 1938-03-16 | 1939-04-18 | Soule Steel Company | Structural member |
GB560913A (en) * | 1942-10-21 | 1944-04-26 | Federico Worschitz | Composite wood boards |
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WO2006079134A1 (de) * | 2005-01-27 | 2006-08-03 | Stefan Krestel | Trägerartiges, aus einzelteilen zusammengesetztes bauelement sowie verfahren und vorrichtung zur herstellung des bauelements |
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-
2005
- 2005-12-07 AT AT0196105A patent/AT503216B1/de not_active IP Right Cessation
-
2006
- 2006-11-23 CA CA2632523A patent/CA2632523C/en not_active Expired - Fee Related
- 2006-11-23 AT AT06817460T patent/ATE425315T1/de active
- 2006-11-23 EP EP06817460A patent/EP1957726B1/de not_active Not-in-force
- 2006-11-23 US US12/096,282 patent/US8201384B2/en not_active Expired - Fee Related
- 2006-11-23 DE DE502006003141T patent/DE502006003141D1/de active Active
- 2006-11-23 DK DK06817460T patent/DK1957726T3/da active
- 2006-11-23 RU RU2008127389/03A patent/RU2416701C2/ru not_active IP Right Cessation
- 2006-11-23 PL PL06817460T patent/PL1957726T3/pl unknown
- 2006-11-23 WO PCT/AT2006/000481 patent/WO2007065182A1/de active Application Filing
- 2006-11-23 SI SI200630319T patent/SI1957726T1/sl unknown
- 2006-11-23 AU AU2006322619A patent/AU2006322619B2/en not_active Ceased
- 2006-11-23 UA UAA200808800A patent/UA91730C2/ru unknown
- 2006-11-23 JP JP2008543609A patent/JP5412114B2/ja not_active Expired - Fee Related
Patent Citations (10)
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US2154944A (en) * | 1938-03-16 | 1939-04-18 | Soule Steel Company | Structural member |
GB560913A (en) * | 1942-10-21 | 1944-04-26 | Federico Worschitz | Composite wood boards |
US3245186A (en) * | 1961-11-24 | 1966-04-12 | Robertson Co H H | Composite floor and apparatus therefor |
US3349535A (en) * | 1964-04-15 | 1967-10-31 | United States Gypsum Co | Structural member with an x configuration web |
AT285129B (de) * | 1967-09-13 | 1970-10-12 | Besler M | Wandelement |
US4004334A (en) * | 1974-11-05 | 1977-01-25 | Greenley Henry R | Method of making a structural member |
US4160350A (en) * | 1978-07-03 | 1979-07-10 | Craib Rupert G | Floor joist plate |
US5685124A (en) * | 1994-04-21 | 1997-11-11 | Jandl, Jr.; Adolf | Wall, ceiling or roof elements with heat insulation properties on one side and sound insulation properties on the other |
US5653079A (en) * | 1995-12-21 | 1997-08-05 | United Steel Products Company | Truss bracket |
WO2006079134A1 (de) * | 2005-01-27 | 2006-08-03 | Stefan Krestel | Trägerartiges, aus einzelteilen zusammengesetztes bauelement sowie verfahren und vorrichtung zur herstellung des bauelements |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT520790A1 (de) * | 2017-12-21 | 2019-07-15 | Schmidt Michael | Bauelement |
AT520790B1 (de) * | 2017-12-21 | 2020-01-15 | Schmidt Michael | Bauelement |
US20220145631A1 (en) * | 2019-02-18 | 2022-05-12 | Atricon Ab | Building stud, wall structure comprising such a building stud and a method for forming a wall structure |
US11814844B2 (en) * | 2019-02-18 | 2023-11-14 | Atricon Ab | Building stud, wall structure comprising such a building stud and a method for forming a wall structure |
Also Published As
Publication number | Publication date |
---|---|
CA2632523C (en) | 2013-10-08 |
DK1957726T3 (da) | 2009-07-13 |
AU2006322619A1 (en) | 2007-06-14 |
PL1957726T3 (pl) | 2009-08-31 |
JP2009518198A (ja) | 2009-05-07 |
RU2416701C2 (ru) | 2011-04-20 |
US8201384B2 (en) | 2012-06-19 |
EP1957726A1 (de) | 2008-08-20 |
JP5412114B2 (ja) | 2014-02-12 |
AT503216A1 (de) | 2007-08-15 |
RU2008127389A (ru) | 2010-01-20 |
UA91730C2 (ru) | 2010-08-25 |
AU2006322619B2 (en) | 2012-02-23 |
CA2632523A1 (en) | 2007-06-14 |
ATE425315T1 (de) | 2009-03-15 |
DE502006003141D1 (de) | 2009-04-23 |
US20090013628A1 (en) | 2009-01-15 |
AT503216B1 (de) | 2009-05-15 |
SI1957726T1 (sl) | 2009-08-31 |
EP1957726B1 (de) | 2009-03-11 |
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