CN101495704A - Sheet metal section for dry construction - Google Patents
Sheet metal section for dry construction Download PDFInfo
- Publication number
- CN101495704A CN101495704A CNA2006800547553A CN200680054755A CN101495704A CN 101495704 A CN101495704 A CN 101495704A CN A2006800547553 A CNA2006800547553 A CN A2006800547553A CN 200680054755 A CN200680054755 A CN 200680054755A CN 101495704 A CN101495704 A CN 101495704A
- Authority
- CN
- China
- Prior art keywords
- section bar
- reinforce belt
- support rim
- section
- belt
- 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.)
- Pending
Links
- 239000002184 metal Substances 0.000 title claims abstract description 18
- 238000010276 construction Methods 0.000 title claims abstract description 10
- 239000000463 material Substances 0.000 claims description 27
- 238000005452 bending Methods 0.000 claims description 15
- 239000000853 adhesive Substances 0.000 claims description 4
- 230000001070 adhesive effect Effects 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 abstract 2
- 230000015572 biosynthetic process Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- 238000002788 crimping Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
Images
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
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
- E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
- E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
- E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
- E04B2/789—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially U- or C- section
-
- 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
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
-
- 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
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0473—U- or C-shaped
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Finishing Walls (AREA)
- Revetment (AREA)
- Building Environments (AREA)
- Bridges Or Land Bridges (AREA)
- Joining Of Building Structures In Genera (AREA)
- Floor Finish (AREA)
- Connection Of Plates (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention relates to a sheet metal section for dry construction, comprising two limb portions (2) and a base portion (3) that connects the limb portions (2), in addition to at least one reinforcement strip (5) that is situated on one of the limb portions (3). The sheet metal section is characterised in that it is equipped with means (12) for fixing the reinforcement strip (5) to the limb portion (2).
Description
Technical field
The present invention relates to a kind of section bar of making by metal sheet that is used for dry construction, have the bottom stage of two arm sections and a linking arm section, and have at least one and be arranged on reinforce belt on one of arm section.
Background technology
This section bar of being made by metal sheet uses with different styles in dry construction.A kind of known style of this section bar is called the C-section bar and has the bottom stage of two arm sections and a linking arm section, wherein, is provided with support rim in the vertical upwardly extending bending of section bar separately on the arm section.
The DIN 18 182 (part 1) of version was presented in this C-section bar upper support edge and was provided with two crimpings in January, 1987, and wherein, this dual zone extends on a part of width of support rim.
The professional is known in addition, and the C-section bar can more stably constitute by the metal sheet that uses higher material thickness.
Summary of the invention
The objective of the invention is to, the so further exploitation of section bar to according to classification makes it stable especially under the situation of prescribed material thickness.
This purpose is achieved by a kind of section bar of being made by metal sheet that is used for dry construction, this section bar has the bottom stage of two arm sections and a linking arm section, and have at least one and be arranged on reinforce belt on one of arm section, wherein, be provided with and be used for reinforce belt is fixed on device on the arm section.
According to formation of the present invention the stability of section bar is improved significantly.Owing to be used for fixing the device of reinforce belt, the power that can reach efficiently imports and therefore reaches good material and makes full use of.Thinner metal sheet can be used for this section bar so for the first time, but still the stable numerical value that keeps section bar to have only the obvious thicker metal sheet of employing to realize in the past.Produce significant savings potential thus, because can obviously reduce materials on the whole.Though because the area that reinforce belt need strengthen on material slightly.The advantages outweigh the disadvantages but this point is owing to use thinner metal sheet, thereby can reduce material consumption on the whole and therefore reduce manufacturing cost.Another advantage is that operation and transportation are also owing to the more low weight that can obtain becomes easy.
Stability is further improved thus, promptly is used for reinforce belt is fixed on the plastic material variant part that the device on the arm section has reinforce belt and/or arm section.In this regard, preferably can be provided with the material deformation portion of the plasticity of a large amount of parts.
What proof had advantage in addition is, the material deformation portion of plasticity have microscler shape and particularly reinforce belt vertically on extend.
What have advantage is, the material deformation portion of plasticity is by the arm section, and for example the support rim that constitutes thereon engages with the distortion of reinforce belt, particularly produces by interlock (Clinchen).
If be used for that the device that reinforce belt is fixed on the arm section is had bonding adhesive, can further improve the stability of section bar.
If reinforce belt is the back bending part of arm section, it is fixed by the device that is used for fixing reinforce belt, and the manufacturing of section bar is simple especially so.
As selection, reinforce belt can be independent parts, particularly metal plate and belt.In this case, can cancel the deforming step of metal sheet, because reinforce belt need not back bending.Replace, carry separately when reinforce belt can be made and by the device that is used for fixing and arm section for example its support rim be connected.In this case, also the fluting clout that falls or side cut bar or other remaining material can be used for reinforce belt.
According to a kind of formation design that has advantage especially of the present invention, at least one described arm section have section bar vertically on the support rim and support rim that reinforce belt is arranged on bending of the bending that distributes.
According to the present invention, in addition the design, reinforce belt particularly extends on its whole length along support rim, and/or be arranged on support rim in the face of and/or deviate from the side of bottom stage.Aspect being provided with on the side of bottom stage, producing extra high stability.
What obtain in addition proving is, support rim transversely has a vault support rim.This vault can constitute like this, makes support rim deviate from the side of bottom stage projection and/or constitute in depression on the side of bottom stage.
According to a kind of formation design that has advantage especially, reinforce belt extends on the whole width of the support rim of bending.
In addition, constitute C-section bar or U-section bar according to section bar of the present invention.
Description of drawings
Other target of the present invention, feature, advantage and application possibility from following by the explanation of accompanying drawing to embodiment.In this regard, all features that introduced and/or illustrated itself or all form theme of the present invention with any combination do not rely on summary or its adduction relationship in every claim yet.
Wherein:
Fig. 1 illustrates the lateral view according to section bar first embodiment of the present invention;
Fig. 2 illustrates the phantom drawing of Fig. 1 section bar;
Fig. 3 illustrates the phantom drawing according to another embodiment of section bar of the present invention;
Fig. 4 illustrates the phantom drawing according to another embodiment of section bar of the present invention;
Fig. 5 illustrates the phantom drawing according to another embodiment of section bar of the present invention;
Fig. 5 a illustrates the lateral view of Fig. 5 section bar;
Fig. 6 illustrates the lateral view according to another embodiment of section bar of the present invention;
Fig. 7 illustrates the lateral view according to another embodiment of section bar of the present invention.
The specific embodiment
The difference that accompanying drawing illustrates the section bar of being made by metal sheet 1 that is used for dry construction respectively constitutes.This section bar uses as the foundation structure that for example is used for wall gypsum plank or furred ceiling in dry construction.
Be provided with separately on the arm section 2 section bar 1 vertically on the support rim 4 of the bending that distributes.Point to inner support rim 4 and can be used in this regard being connected with other fixture of dry construction, for example be connected with so-called cross connector (not shown), this cross connector is rabbeted below support rim 4 with the lug boss that is suitable for for this reason.
On arm section 2, be provided with reinforce belt 5 separately.This reinforce belt distributes along support rim 4 in the embodiment shown, and be arranged in the embodiment shown support rim 4 on the side of bottom stage 3.Reinforce belt 5 is preferred in this regard to be extended on the whole width B of the support rim 4 that bends as shown.
Also can be different from the side that deviates from bottom stage 3 that is shown in and be provided with reinforce belt 5.
The support rim 4 of Fig. 1 to 5 illustrated embodiment has arch, and in formation shown in Figure 6,4 straight lines of support rim constitute and with arm section 2 setting that meets at right angles.In Fig. 7, support rim 4 acutangulates setting and points to bottom stage 3 with its free end with arm section 2.
In the embodiment shown in Fig. 1 to 3,6 and 7, reinforce belt 5 is the back bending part that contacts with support rim 4 of arm section 2 (or support rim 4).Reinforce belt 5 occupies position shown in the drawings therefore during fabrication to the section bar folded inside until it.
And Fig. 4,5 and 5a shown in embodiment in, reinforce belt 5 then is the separate part of metal plate and belt mode for example on the contrary.This reinforce belt is by being used for that reinforce belt is fixed on device on arm section 2 or its support rim 4 with the mode secure fixation of following detailed introduction.
Fig. 6 and 7 illustrates reinforce belt 5 can have first district 8 that contacts with support rim 4 and second district 9 that contacts with the inboard (outside the support rim 4) of arm section 2.Reinforce belt 5 is close on support rim 4 or the arm section 2 in this regard.First and second districts 8,9 interconnect by folding line 10.In this regard, extend abreast with support rim 4 and second district 9 and arm section 2 are extended abreast in first district 8.
Fig. 2 to 5 illustrates to be provided with and is used for reinforce belt 5 is fixed on device 12 on the arm section 2.These devices constitute the material deformation portion 11 of the plasticity that connects support rim 4 and reinforce belt 5 in the embodiment shown and reinforce belt 5 are fixed on the support rim 4.
In this regard, be provided with the material deformation portion 11 of the position restriction of a large amount of parts, its setting that on support rim 4 or reinforce belt 5, distributes.In the embodiment shown, material deformation portion 11 have separately microscler shape and reinforce belt 5 vertically on extend.This interior particularly suitable of framework of the present invention that is formed in.But also can use the material deformation portion of other not shown shape.When the material of support rim 4 and reinforce belt 5 because the material deformation portion 11 of plasticity when mutually combining, reaches extra high stability.
In the embodiment shown in Fig. 6 and 7 that section bar 1 lateral view only is shown, equally also be provided with the material deformation portion of type shown in Fig. 2 to 5.
As to the selection of material deformation portion 11 or additional, be used for the device 12 that reinforce belt 5 is fixed on the arm section 2 can be comprised the bonding adhesive that reinforce belt 5 is connected with arm section 2 or its support rim 4.So particularly when being provided with material deformation portion 11 and bonding adhesive simultaneously, cause extra high load-bearing capacity.
The section bar 1 that constitutes the C-section bar by bending, particularly galvanized steel plain sheet is made.The material thickness of metal sheet and reinforce belt have advantage ground be in 0.2 and 2.0mm between, particularly 0.3 and 1.0mm between and preferred 0.4mm.
Reference numerals list
1 section bar
2 arm sections
3 bottom stage
4 support rim
5 reinforce belts
6 grooves
7 grooves
8 first districts
9 Second Regions
10 bending lines
11 material deformation portions
12 are used for reinforce belt is fixed on device on the arm section
The width of B support rim
Claims (15)
1. the section bar of making by metal sheet that is used for dry construction, have two arm sections (2) and the bottom stage (3) that is connected described arm section (2), and have at least one and be arranged on reinforce belt (5) on one of described arm section (3), it is characterized in that, be provided with and be used for described reinforce belt (5) is fixed on device (12) on the described arm section (3).
2. by the described section bar of claim 1, it is characterized in that, be used for described reinforce belt (5) is fixed on the material deformation portion (11) that the described device (12) on the described arm section (2) has the plasticity of arm section described reinforce belt (5) and/or described (2).
3. by the described section bar of claim 2, it is characterized in that, be provided with the material deformation portion (11) of the described plasticity of a large amount of parts.
4. by claim 2 or 3 described section bars, it is characterized in that the material deformation portion (11) of described plasticity has microscler shape and particularly extends vertically going up of described reinforce belt (5).
5. by one of claim 2 to 4 described section bar, it is characterized in that described material deformation portion (11) engages by distortion and produces, and particularly produces by interlock.
6. by one of claim 1 to 5 described section bar, it is characterized in that, be used for that the described device (12) that described reinforce belt (5) is fixed on the described arm section (2) is had bonding adhesive.
7. by one of claim 1 to 6 described section bar, it is characterized in that described reinforce belt (5) is the back bending part of described arm section (2), described back bending part is fixing by the described device (12) that is used for fixing described reinforce belt (5).
8. by one of claim 1 to 6 described section bar, it is characterized in that described reinforce belt (5) is independent parts, particularly metal plate and belt.
9. by one of claim 1 to 8 described section bar, it is characterized in that at least one in the described arm section (2) has vertically going up on the support rim (4) of the bending that distributes and the support rim (4) that described reinforce belt (5) is arranged on described bending at described section bar (1).
10. by the described section bar of claim 9, it is characterized in that described reinforce belt (5) extends along described support rim (4), particularly extends on the whole length of described support rim.
11. by claim 9 or 10 described section bars, it is characterized in that, described reinforce belt (5) be arranged on described support rim (4) towards and/or deviate from the side of described bottom stage (3).
12., it is characterized in that described support rim (4) transversely has a vault described support rim (4) by the described section bar of one of claim 9 to 11.
13. by the described section bar of claim 12, it is characterized in that described vault constitutes like this, make described support rim (4) on the described side that deviates from described bottom stage (3), constitute and/or on the side of described bottom stage (3), hollowly constitute protrudingly described.
14., it is characterized in that described reinforce belt (5) is gone up at the whole width (B) of the support rim (4) of described bending and extended by one of claim 9 to 13 described section bar.
15., it is characterized in that described section bar (1) constitutes C-section bar or U-section bar by one of claim 1 to 14 described section bar.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE202006008669.2 | 2006-05-30 | ||
| DE202006008669U DE202006008669U1 (en) | 2006-05-30 | 2006-05-30 | Sheet metal profile for dry construction systems has two arm sections connected by base section and with reinforcement strips formed by plastic material deformations |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101495704A true CN101495704A (en) | 2009-07-29 |
Family
ID=37026788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2006800547553A Pending CN101495704A (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
Country Status (18)
| Country | Link |
|---|---|
| US (1) | US20090113845A1 (en) |
| EP (1) | EP2024582B1 (en) |
| JP (1) | JP2009539001A (en) |
| CN (1) | CN101495704A (en) |
| CA (1) | CA2653634A1 (en) |
| DE (1) | DE202006008669U1 (en) |
| DK (1) | DK2024582T3 (en) |
| EA (1) | EA015541B1 (en) |
| ES (1) | ES2388180T3 (en) |
| HR (1) | HRP20120659T1 (en) |
| IL (1) | IL195345A (en) |
| ME (1) | ME00490B (en) |
| PL (1) | PL2024582T3 (en) |
| PT (1) | PT2024582E (en) |
| RS (1) | RS52419B (en) |
| SI (1) | SI2024582T1 (en) |
| UA (1) | UA94943C2 (en) |
| WO (1) | WO2007137617A1 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102007044250B4 (en) * | 2007-09-11 | 2012-04-19 | Federal-Mogul Wiesbaden Gmbh | Slide bearing shell, use of plain bearing shell, method for their preparation and bearing arrangement |
| DK2159508T3 (en) * | 2008-08-20 | 2015-03-09 | Michael Langnickel | Roof hook |
| NZ600216A (en) * | 2009-11-27 | 2014-07-25 | Metroll Technology Pty Ltd | Structural element |
| DE102013106880A1 (en) * | 2013-07-01 | 2015-01-08 | Saint-Gobain Rigips Gmbh | Drywall system for creating partitions, suspended ceilings or the like., Carrier profile for this and use of this drywall system |
| US10465382B2 (en) * | 2016-11-30 | 2019-11-05 | Bailey Metal Products Limited | Metal stud for use in sound attenuating wall system utilizing high density wallboard |
| USD1021151S1 (en) | 2021-04-26 | 2024-04-02 | Jaimes Industries, Inc. | Framing member |
Family Cites Families (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1457303A (en) * | 1922-02-18 | 1923-06-05 | Higgins Thomas | Structural shape |
| US2065378A (en) * | 1935-12-13 | 1936-12-22 | Fred E Kling | Structural shape |
| US3018862A (en) * | 1959-06-02 | 1962-01-30 | Storage Products Corp | Structural element |
| US3967430A (en) * | 1972-02-14 | 1976-07-06 | Knudson Gary Art | Building method |
| DE2421918A1 (en) * | 1974-05-07 | 1975-11-27 | Arbed | Profiled sections from cold rolled sheet - sections reinforced by folding sheet back on itself over inlaid strip |
| US4002000A (en) * | 1975-06-30 | 1977-01-11 | Palmer-Shile Company | Beam construction and method of manufacture |
| US4131980A (en) * | 1977-09-07 | 1979-01-02 | Zinnbauer Frederick W | Method of making a tank |
| US4409771A (en) * | 1979-12-12 | 1983-10-18 | Lowe Colin F | Sheet metal beam |
| US4505084A (en) * | 1981-02-23 | 1985-03-19 | Knudson Gary Art | Wide panel, panel assembly |
| GB2247033A (en) * | 1990-08-03 | 1992-02-19 | Ward Building Systems Ltd | Elongate cold-formed structural member, e.g. a purlin |
| US5514432A (en) * | 1993-07-14 | 1996-05-07 | Lisec; Peter | Hollow profile for spacer frames for insulating glass panes |
| DE19536949C2 (en) * | 1995-10-04 | 1998-10-08 | Loh Kg Rittal Werk | Frame leg for a frame of a control cabinet |
| JP3801805B2 (en) * | 1999-03-16 | 2006-07-26 | 本田技研工業株式会社 | Closed section curved long material |
| DE20022426U1 (en) | 2000-07-18 | 2001-08-09 | Richter System Gmbh & Co Kg | Support profile |
| DE10046947C2 (en) * | 2000-09-21 | 2002-11-28 | Tegometall International Ag Le | carrier |
| US6591559B2 (en) * | 2001-04-03 | 2003-07-15 | Victor Contreras | Exterior wall sealing system |
| DE10142556A1 (en) * | 2001-08-30 | 2003-03-20 | Hilti Ag | Profiled mounting rail |
| US6938389B2 (en) * | 2001-10-03 | 2005-09-06 | Steel Stitch Corporation | Roll formed staple-in awning frame and method |
| US6802170B2 (en) * | 2002-01-07 | 2004-10-12 | Kurt K. Davis | Box beam and method for fabricating same |
| US7543414B2 (en) * | 2005-06-06 | 2009-06-09 | Tom Sourlis | Drainage system for use in building construction |
-
2006
- 2006-05-30 DE DE202006008669U patent/DE202006008669U1/en not_active Expired - Lifetime
- 2006-11-07 PT PT06828932T patent/PT2024582E/en unknown
- 2006-11-07 ME MEP-2008-783A patent/ME00490B/en unknown
- 2006-11-07 PL PL06828932T patent/PL2024582T3/en unknown
- 2006-11-07 EA EA200802436A patent/EA015541B1/en not_active IP Right Cessation
- 2006-11-07 EP EP06828932A patent/EP2024582B1/en active Active
- 2006-11-07 RS RS20120348A patent/RS52419B/en unknown
- 2006-11-07 CA CA002653634A patent/CA2653634A1/en not_active Abandoned
- 2006-11-07 DK DK06828932.1T patent/DK2024582T3/en active
- 2006-11-07 SI SI200631389T patent/SI2024582T1/en unknown
- 2006-11-07 CN CNA2006800547553A patent/CN101495704A/en active Pending
- 2006-11-07 WO PCT/EP2006/010632 patent/WO2007137617A1/en active Application Filing
- 2006-11-07 JP JP2009512421A patent/JP2009539001A/en active Pending
- 2006-11-07 ES ES06828932T patent/ES2388180T3/en active Active
- 2006-11-07 UA UAA200813767A patent/UA94943C2/en unknown
-
2008
- 2008-11-17 IL IL195345A patent/IL195345A/en not_active IP Right Cessation
- 2008-11-26 US US12/313,960 patent/US20090113845A1/en not_active Abandoned
-
2012
- 2012-08-14 HR HRP20120659TT patent/HRP20120659T1/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| US20090113845A1 (en) | 2009-05-07 |
| EP2024582A1 (en) | 2009-02-18 |
| UA94943C2 (en) | 2011-06-25 |
| EP2024582B1 (en) | 2012-05-16 |
| HRP20120659T1 (en) | 2012-09-30 |
| ES2388180T3 (en) | 2012-10-10 |
| IL195345A0 (en) | 2009-08-03 |
| SI2024582T1 (en) | 2012-10-30 |
| RS52419B (en) | 2013-02-28 |
| WO2007137617A1 (en) | 2007-12-06 |
| DK2024582T3 (en) | 2012-09-03 |
| PL2024582T3 (en) | 2012-10-31 |
| PT2024582E (en) | 2012-08-20 |
| JP2009539001A (en) | 2009-11-12 |
| DE202006008669U1 (en) | 2006-09-07 |
| EA200802436A1 (en) | 2009-04-28 |
| ME00490B (en) | 2011-10-10 |
| IL195345A (en) | 2014-04-30 |
| EA015541B1 (en) | 2011-08-30 |
| CA2653634A1 (en) | 2007-12-06 |
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Application publication date: 20090729 |