IL195345A - Sheet metal section for dry construction - Google Patents
Sheet metal section for dry constructionInfo
- Publication number
- IL195345A IL195345A IL195345A IL19534508A IL195345A IL 195345 A IL195345 A IL 195345A IL 195345 A IL195345 A IL 195345A IL 19534508 A IL19534508 A IL 19534508A IL 195345 A IL195345 A IL 195345A
- Authority
- IL
- Israel
- Prior art keywords
- section
- reinforcing strip
- recited
- supporting edge
- leg
- Prior art date
Links
- 239000002184 metal Substances 0.000 title claims description 17
- 238000010276 construction Methods 0.000 title claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 53
- 239000000463 material Substances 0.000 claims description 27
- 239000000853 adhesive Substances 0.000 claims description 4
- 230000001070 adhesive effect Effects 0.000 claims description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000011324 bead Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000001154 acute effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004826 seaming Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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)
- Building Environments (AREA)
- Bridges Or Land Bridges (AREA)
- Revetment (AREA)
- Floor Finish (AREA)
- Joining Of Building Structures In Genera (AREA)
- Connection Of Plates (AREA)
- Rod-Shaped Construction Members (AREA)
Description
nva* n»iat» roiott n>> *ρη>η SHEET METAL SECTION FOR DRY CONSTRUCTION RICHTER SYSTEM GMBH & CO. KG PCT Application SHEET METAL SECTION FOR DRY CONSTRUCTION
[0001] The present invention relates to a sheet metal section for dry construction having two leg sections and a base section connecting the leg sections as well as having at least one reinforcing strip on one of the leg sections.
[0002] Sheet metal sections are used in various embodiments in dry construction. A known embodiment of such a section is known as a C section, having two leg sections and one base section connecting the leg sections, bent supporting edges extending in the longitudinal direction of the section being provided on each leg section.
[0003] DIN 18 1 82 (Part 1 ) in the version of January 1987 describes providing a double flange for the supporting edge of such a C section, this double area extending over part of the width of the supporting edge.
[0004] In addition, those skilled in the art are aware that a C section may be designed to be more stable by using sheet metal of a greater material thickness.
[0005] The object of the present invention is to further develop a generic section in such a way that it is particularly stable at a given material thickness.
[0006] This object is achieved by a sheet metal section for dry construction having two leg sections and one base section connecting the leg sections as well as having at least one reinforcing strip provided on the leg sections, means being provided for fastening the reinforcing strip to the leg section.
[0007] The design according to the present invention allows a substantial increase in the stability of the section. Because of the means for fastening the reinforcing strip, an effective introduction of forces and thus good utilization of material may be achieved. It is thus possible for the first time to use a thinner sheet metal for the section and nevertheless obtain stability values for the section that could be achieved in the past only by using a much thicker sheet metal. The result is substantial savings potential because the use of material may be reduced I significantly on the whole. Although a somewhat larger area of material is needed because of the reinforcing strip, this is more than compensated by the use of thinner sheet metal, so that on the whole, it is possible to lower the material consumption and thus the manufacturing cost. Another advantage is that handling and shipping are facilitated due to the lower weight achievable. [0008| A further improvement in stability is achieved by the fact that the means for attaching the reinforcing strip to the leg section have plastic material deformations of the reinforcing strip and/or of the leg section. A plurality of local plastic material deformations may preferably be provided here.
[0009] In addition, it has proven advantageous if the plastic material deformations have an elongated shape and extend in particular in the longitudinal direction of the reinforcing strip.
[0010] The plastic material deformations may advantageously be created through joining-by-forming of |the] leg section, e.g., a supporting edge formed here, and reinforcing strips, in particular by clinching.
[0011] If the means for fastening the reinforcing strip to the leg section include an adhesive, the stability of the section may be further improved. [00121 Manufacturing of the section is simple in particular when the reinforcing strip is a portion of the leg section that has been bent back and is secured by the means for fastening the reinforcing strip. [0013| Alternatively, the reinforcing strip may be a separate element, in particular a sheet metal strip. In this case, a sheet metal forming step may be omitted because the reinforcing strip need not be bent back. The reinforcing strip may instead be supplied separately during manufacturing and may be connected to the leg section, e.g., its supporting edge, by the fastening means. In this way, any splitting residues or seaming strips or other residual materials that occur may be used for the reinforcing strip.
[0014] According to a particularly advantageous embodiment of the present invention, at least one of the leg sections has a supporting edge that is bent and runs in the longitudinal direction of the section and the reinforcing strip is provided on the bent supporting edge. [0015J According to the present invention, it is also possible for the reinforcing strip to extend along the supporting edge, in particular over its entire length and/or to be situated on the side facing the base section and/or on the side of the supporting edge facing away from the base section. In the arrangement on the side facing the base section, particularly high stability is achieved. [0016) In addition, it has proven successful if the supporting edge has a curvature in the transverse direction of the supporting edge. This may be designed in such a way that the supporting edge is convex on the side facing away from the base section and/or is concave on the side facing the base section. {0017J According to an embodiment that is particularly advantageous, the reinforcing strip extends over the entire width of the bent supporting edge.
[0018] According to the present invention, the section may also be designed as a C section or as a U section. 10019] Additional goals, features, advantages and possible applications of the present invention are derived from the following description of exemplary embodiments on the basis of the drawings. All features described and/or illustrated here, either alone or in any combination, constitute the subject matter of the present invention, also independently of how they are combined in individual claims or their reference back to preceding claims.
J0020] Figure 1 shows a section according to the present invention in a first embodiment from the side;
[0021] Figure 2 shows a perspective diagram of the section from Figure 1 ; |0022] Figure 3 shows a perspective diagram of a section according to the present invention in another embodiment;
[0023] Figure 4 shows a perspective diagram of a section according to the present invention in another embodiment;
[0024] Figure 5 shows a perspective diagram of a section according to the present invention in another embodiment;
[0025] Figure 5a shows a side view of the section from Figure 5;
[0026] Figure 6 shows a section according to the present invention in another embodiment from the side; J0027] Figure 7 shows a section according to the present invention in another embodiment from the side.
[0028] The figures show in each case different embodiments of a section 1 of sheet metal for dry construction. Such a section may be used as a substructure in dry construction, e.g., for plasterboard in walls or suspended ceilings.
[0029] Section 1 has two leg sections 2 and a base section 3 connecting leg sections 2. A plurality of beads 6, 7 extending in the longitudinal direction of section I is shaped into leg sections 2 and base section 3.
[0030] A bent supporting edge 4 running in the longitudinal direction of section 1 is provided on each leg section 2. Supporting edge 4 pointing inward may be used for connecting to other fastening elements of the dry construction, e.g., using a so-called cross connector (not shown), which engages beneath supporting edge 4 with protrusions provided for this purpose.
[0031] A reinforcing strip 5 is provided on each leg section 2. This strip runs along supporting edge 4 and is situated on the side of supporting edge 4 facing base section 3 in the exemplary embodiments shown here. Reinforcing strip 5 preferably extends over entire width B of bent supporting edge 4, as shown here.
[0032] Reinforcing strip 5 may also be provided on the side facing away from base section 3, unlike what is shown here.
[0033] In the embodiments shown in Figures 1 through 5, supporting edge 4 has a curvature running in the transverse direction of supporting edge 4 and is designed in such a way that supporting edge 4 is convex on the side facing away from base section 3 and is concave on the side facing base section 3.
[0034] Whereas supporting edge 4 of the embodiments shown in Figures 1 through 5 has a curved shape, in the design illustrated in Figure 6, supporting edge 4 is designed to be straight and is situated at a right angle to leg section 2. In Figure 7, supporting edge 4 is situated at an acute angle to leg section 2 and its free end points toward base section 3. |0035] In the embodiments i llustrated in Figures 1 through 3, 6 and 7, reinforcing strip 5 is a bent-back part of leg section 2 (or of supporting edge 4), which comes to rest on supporting edge 4. Reinforcing strip 5 is thus folded over toward the inside of the section during manufacturing until it assumes the position illustrated in the Figures. (0036] However, in the embodiments illustrated in Figures 4, 5 and 5a, reinforcing strip 5 is a separate element, e.g., in the form of a sheet metal strip, which is reliably secured by the means for fastening the reinforcing strip to leg section 2 or its supporting edge 4 in the manner described in greater detail below.
[0037] Figures 6 and 7 show that reinforcing strip 5 may have a first area 8 for contacting supporting edge 4 and a second area 9 for contacting the inside of leg section 2 (outside of supporting edge 4). Reinforcing strip 5 then conforms to supporting edge 4 or leg section 2. First and second areas 8, 9 are joined together over a bending line 10. First area 8 extends parallel to supporting edge 4 and second area 9 extends parallel to leg section 2.
[0038] Figures 2 through 5 illustrate that means 12 for fastening reinforcing strip 5 to leg section 2 are provided. In the embodiments shown here, these are designed as plastic material deformations 1 1 joining supporting edge 4 and reinforcing strip 5 and fastening reinforcing strip 5 to supporting edge 4. [0039| A plurality of local and locally limited material deformations 1 1 is provided, distributed over supporting edge 4 and reinforcing strip 5. In the embodiments shown here, material deformations 1 1 each have an elongated shape and extend in the longitudinal direction of reinforcing strip 5. This embodiment is suitable in particular within the scope of the present invention. However, material deformations may also be used in other forms not shown here.
Particularly great stability is achieved when the material of supporting edge 4 and reinforcing strip 5 flows one into the other due to plastic material deformations 1 1 .
[0040] Material deformations 1 1 may be created through joining-by-forming of supporting edge 4 and reinforcing strip 5. In particular the method known as clinching may be used here.
[0041] In the embodiments shown in Figures 6 and 7, which also show section 1 only from the side, material deformations are likewise provided of the type illustrated in Figures 2 through 5.
[0042] As an alternative or in addition to material deformations 1 1 , means 12 for fastening reinforcing strip 5 to leg section 2 may include an adhesive which bonds rein forcing strip 5 to leg section 2 and its supporting edge 4. This results in a particularly high load-bearing capacity, in particular when material deformations 1 1 and the adhesive are provided at the same time.
[0043] Section 1 , which is designed as a C section, is made of curved steel plate, in particular galvanized. The material thickness of the sheet metal and the reinforcing strip is advantageously between 0.2 mm and 2.0 mm, in particular between 0.3 mm and 1 .0 mm and preferably 0.4 mm.
List of reference numerals I Section 2 Leg section 3 Base section 4 Supporting edge Reinforcing strip 6 Bead 7 Bead 8 First area 9 Second area Bending line 1 1 Material deformations 12 Means for fastening the reinforcing strip to the leg section B Width of the supporting edge
Claims (15)
1. . A sheet metal section for dry construction having two leg sections and a base section connecting the leg sections and having at least one reinforcing strip provided on one of the leg sections characterized in that means for fastening the reinforcing strip to the leg section are provided.
2. The section as recited in Claim 1 , characterized in that the means for fastening the reinforcing strip to the leg section have plastic material deformations of the reinforcing strip and/or of the leg section.
3. The section as recited in Claim 2, characterized in that a plurality of the local plastic material deformations is provided.
4. The section as recited in Claim 2 or 3, characterized in that the plastic material deformations have an elongated shape and extend in particular in the longitudinal direction of the reinforcing strip.
5. The section as recited in one of Claims 2 through 4, characterized in that the material deformations are created through joining-by-forming, in particular by clinching.
6. The section as recited in one of Claims 1 through 5, characterized in that the means for fastening the reinforcing strip to the leg section include an adhesive.
7. The section as recited in one of Claims 1 through 6, characterized in that the reinforcing strip is a bent-back part of the leg section, which is secured by the means for fastening the reinforcing strip.
8. The section as recited in one of Claims I through 6, characterized in that the reinforcing strip is a separate element, in particular a sheet metal strip.
9. The section as recited in one of Claims 1 through 8, characterized in that at least one of the leg sections has a bent supporting edge running in the longitudinal direction of the section and the reinforcing strip is situated on the bent supporting edge.
10. The section as recited in Claim 9, characterized in that the reinforcing strip extends along the supporting edge in particular over its entire length.
11. 1 1. The section as recited in Claim 9 or 10, characterized in that the reinforcing strip is situated on the side of the supporting edge facing toward and/or facing away from the base section.
12. The section as recited in one of Claims 9 through 1 1 , characterized in that the supporting edge has a curvature in the transverse direction of the supporting edge.
13. The section as recited in Claim 12, characterized in that the curvature is designed in such a way that the supporting edge is convex on the side facing away from the base section and/or is concave on the side facing the base section.
14. The section as recited in one of Claims 9 through 13, characterized in that the reinforcing strip extends over the entire width (B) of the bent supporting edge.
15. The section as recited in one of Claims 1 through 14, characterized in that the section is designed as a C section or a U section. FOR THE APPLICANT Dr. Yitzhak Hess & Partners
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| 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 |
| PCT/EP2006/010632 WO2007137617A1 (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| IL195345A0 IL195345A0 (en) | 2009-08-03 |
| IL195345A true IL195345A (en) | 2014-04-30 |
Family
ID=37026788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| IL195345A IL195345A (en) | 2006-05-30 | 2008-11-17 | 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 |
| PL2159508T3 (en) * | 2008-08-20 | 2015-08-31 | Michael Langnickel | Process for manufacturing a roof hook |
| NZ627155A (en) * | 2009-11-27 | 2015-11-27 | Metroll Technology Pty Ltd | Structual 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, 64347 Griesheim | 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 DK DK06828932.1T patent/DK2024582T3/en active
- 2006-11-07 ES ES06828932T patent/ES2388180T3/en active Active
- 2006-11-07 SI SI200631389T patent/SI2024582T1/en unknown
- 2006-11-07 UA UAA200813767A patent/UA94943C2/en unknown
- 2006-11-07 PL PL06828932T patent/PL2024582T3/en unknown
- 2006-11-07 JP JP2009512421A patent/JP2009539001A/en active Pending
- 2006-11-07 EP EP06828932A patent/EP2024582B1/en active Active
- 2006-11-07 EA EA200802436A patent/EA015541B1/en not_active IP Right Cessation
- 2006-11-07 RS RS20120348A patent/RS52419B/en unknown
- 2006-11-07 PT PT06828932T patent/PT2024582E/en unknown
- 2006-11-07 ME MEP-2008-783A patent/ME00490B/en unknown
- 2006-11-07 WO PCT/EP2006/010632 patent/WO2007137617A1/en active Application Filing
- 2006-11-07 CA CA002653634A patent/CA2653634A1/en not_active Abandoned
- 2006-11-07 CN CNA2006800547553A patent/CN101495704A/en active Pending
-
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 |
|---|---|
| UA94943C2 (en) | 2011-06-25 |
| CN101495704A (en) | 2009-07-29 |
| PT2024582E (en) | 2012-08-20 |
| ES2388180T3 (en) | 2012-10-10 |
| EA015541B1 (en) | 2011-08-30 |
| EP2024582B1 (en) | 2012-05-16 |
| CA2653634A1 (en) | 2007-12-06 |
| RS52419B (en) | 2013-02-28 |
| WO2007137617A1 (en) | 2007-12-06 |
| US20090113845A1 (en) | 2009-05-07 |
| HRP20120659T1 (en) | 2012-09-30 |
| JP2009539001A (en) | 2009-11-12 |
| PL2024582T3 (en) | 2012-10-31 |
| SI2024582T1 (en) | 2012-10-30 |
| EA200802436A1 (en) | 2009-04-28 |
| DK2024582T3 (en) | 2012-09-03 |
| DE202006008669U1 (en) | 2006-09-07 |
| ME00490B (en) | 2011-10-10 |
| EP2024582A1 (en) | 2009-02-18 |
| IL195345A0 (en) | 2009-08-03 |
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