CA2546935A1 - Method for production of a mast shaped body - Google Patents
Method for production of a mast shaped body Download PDFInfo
- Publication number
- CA2546935A1 CA2546935A1 CA002546935A CA2546935A CA2546935A1 CA 2546935 A1 CA2546935 A1 CA 2546935A1 CA 002546935 A CA002546935 A CA 002546935A CA 2546935 A CA2546935 A CA 2546935A CA 2546935 A1 CA2546935 A1 CA 2546935A1
- Authority
- CA
- Canada
- Prior art keywords
- section
- channel section
- channel
- rail
- mast
- 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.)
- Abandoned
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
- E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
- E01F9/623—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
- E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
- E01F9/696—Overhead structures, e.g. gantries; Foundation means specially adapted therefor
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49616—Structural member making
- Y10T29/49623—Static structure, e.g., a building component
- Y10T29/49625—Openwork, e.g., a truss, joist, frame, lattice-type or box beam
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49616—Structural member making
- Y10T29/49623—Static structure, e.g., a building component
- Y10T29/49631—Columnar member
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49826—Assembling or joining
- Y10T29/49908—Joining by deforming
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49826—Assembling or joining
- Y10T29/49908—Joining by deforming
- Y10T29/49938—Radially expanding part in cavity, aperture, or hollow body
- Y10T29/49941—Peripheral edge joining of abutting plates
Abstract
A method for production of masts with extruded bodies includes joining at least three mast elements at corners of the mast by cooperating rail sections and channel sections. The channel sections are provided with tapered inner wall sections. The mast elements are joined by inserting the rail section of one mast element into a channel section of an adjacent mast element and clamping the rail section in the channel section. The clamping is accomplished moving a roller in a longitudinal direction on the external sides of the channel section and causing permanent deformation of the walls of the channel section around the rail section to establish a permanently joined corner.
Description
METHOD FOR PRODUCTION OF A MAST SHAPED BODY
The present invention relates to a method for production of masts mainly made up of extruded, assembled mast elements and having a general cross section area comprising at least three mast elements joined at the corners by means of co-acting rail sections and channel sections. Also, the invention relates to an embodiment of the co-acting rail sections and channel sections.
Masts of this type may for example be masts intended for traffic information or lightening, such as traffic signs, light signals, full- or half gantries, street lightening, airport lightening, or similar. Such masts must both. yield when exposed to collision forces and having energy absorbing properties in case of collision or other types of heavy, mechanical impacts.
Masts of this type are, dependent of required shape, formed of three or more similar extruded aluminium elements, assembled together forming the mast. The connection between two adjoining aluminium elements is obtained by means of a friction joint or cladding joint.
It has previously been proposed, for example from WO
O1/3~750 A1, to provide one side edge of an aluminium element with a channel section and the opposite side edge with an rail section, wherein two profile elements are joined together by forcing the wedge section of one element into the channel section of the other element and thereafter pressing the channel sections around and into frictional contact with the wedge section.
According to the prior art solutions such way of establishing a joint between to aluminium elements are both a time consuming and expensive method for joining two aluminium elements.
The objective of the present invention is to simplify this joining process and to secure a better connection between the aluminium elements, i.e. at the corners of the mast, and to arrange for a more automatic and controlled production. At the same time it is also an objective to
The present invention relates to a method for production of masts mainly made up of extruded, assembled mast elements and having a general cross section area comprising at least three mast elements joined at the corners by means of co-acting rail sections and channel sections. Also, the invention relates to an embodiment of the co-acting rail sections and channel sections.
Masts of this type may for example be masts intended for traffic information or lightening, such as traffic signs, light signals, full- or half gantries, street lightening, airport lightening, or similar. Such masts must both. yield when exposed to collision forces and having energy absorbing properties in case of collision or other types of heavy, mechanical impacts.
Masts of this type are, dependent of required shape, formed of three or more similar extruded aluminium elements, assembled together forming the mast. The connection between two adjoining aluminium elements is obtained by means of a friction joint or cladding joint.
It has previously been proposed, for example from WO
O1/3~750 A1, to provide one side edge of an aluminium element with a channel section and the opposite side edge with an rail section, wherein two profile elements are joined together by forcing the wedge section of one element into the channel section of the other element and thereafter pressing the channel sections around and into frictional contact with the wedge section.
According to the prior art solutions such way of establishing a joint between to aluminium elements are both a time consuming and expensive method for joining two aluminium elements.
The objective of the present invention is to simplify this joining process and to secure a better connection between the aluminium elements, i.e. at the corners of the mast, and to arrange for a more automatic and controlled production. At the same time it is also an objective to
2 ensure that the joined corner areas of the mast are not detrimentally reduced and that the connection still has the required strength, both locally and globally, thus ensuring that the new solution does not affect the basis for technical type approval to be given by the authorities for such type of masts.
The above defined objectives are met by means of a joining method as further described in claim 1 and the corresponding dependent claims.
According to the invention it is feasible to produce in a continuous manner a joint having great strength and an even joint quality along the entire length of the joint. The solution according to the invention render it -possible to obtain a mechanical joint in suitable premises and in controlled manner, resulting in increased production rates, high and even quality and in a cost effective production.
According to the invention a repeated precision in the joint is achieved, making it possible to reduce the material factor to be met in accordance with applicable standards used for designing and engineering of the mast elements.
The invention will be described in detail below, referring to the appended drawings, in which:
Figure 1 shows a sign supported by three masts according to the present invention;
Figure 2 shows two aluminium profiles joined together in order to form two of the sides of a four element mast prior to possible rolling operations;
Figure 3 shows corresponding aluminium profiles subsequent to a completed rolling operation, the Figure also showing the rollers on a roller tool forming the rolled connection between two aluminium corners; and Figure 4 shows a section through an aluminium profile prior to formation of a mast profile of the type shown in Figure 1.
Figure 1 shows a traffic sign 13, supported by three masts 14. It should be appreciated that the invention is
The above defined objectives are met by means of a joining method as further described in claim 1 and the corresponding dependent claims.
According to the invention it is feasible to produce in a continuous manner a joint having great strength and an even joint quality along the entire length of the joint. The solution according to the invention render it -possible to obtain a mechanical joint in suitable premises and in controlled manner, resulting in increased production rates, high and even quality and in a cost effective production.
According to the invention a repeated precision in the joint is achieved, making it possible to reduce the material factor to be met in accordance with applicable standards used for designing and engineering of the mast elements.
The invention will be described in detail below, referring to the appended drawings, in which:
Figure 1 shows a sign supported by three masts according to the present invention;
Figure 2 shows two aluminium profiles joined together in order to form two of the sides of a four element mast prior to possible rolling operations;
Figure 3 shows corresponding aluminium profiles subsequent to a completed rolling operation, the Figure also showing the rollers on a roller tool forming the rolled connection between two aluminium corners; and Figure 4 shows a section through an aluminium profile prior to formation of a mast profile of the type shown in Figure 1.
Figure 1 shows a traffic sign 13, supported by three masts 14. It should be appreciated that the invention is
3 not limited to be used in connection with masts for supporting of signs, but may be used for various purposes in connection with any masts or the like, such as masts placed along roads, airports or the like.
Figure 2 shows elements of a partly assembled four sided mast, the drawing showing two aluminium profiles 1,2 assembled, prior to clamp rolling of the joined corner 3.
As shown in Figure 2 each aluminium profile 1,2 is along one longitudinal edge provided with a channel section 4, while the profile along the opposite longitudinal edge is provided with a rail section 5. The rail section 5 is designed to be inserted into the channel section 4 on adjoining aluminium profile 1,2, the two sections forming together a corner 3. The channel section 4 and the rail section 5 are clamped together by means of a roller tool (not shown), pressing said two sections 4,5 together to form a clamped corner 3.
As shown in Figure 2 the channel section 4 is, prior to connection and rolling, provided with a tapered inner wall portions 4A,4B, the two tapered wall sections 4A,4B
being spaced apart by means of bottom portion 4C. Both the wall portion 4A and the wall portion 4B are equipped with indents, grooves or protruding edges 6, at least along parts of opposite wall portions 4A,4B on opposing, inner wall surfaces.
Correspondingly each aluminium element is along its opposite edge equipped with a longitudinal rail section 5 intended to be inserted into the channel section 4 and clamped. Further, the rail section 5 may, preferably on both sides, be equipped with teeth, ridges or rifles 6 at least along parts in the longitudinal direction of the profile and preferably along the areas of the channel section 4 which are equipped with corresponding teeth, rifles or ridges 6.
The purpose of the rifles, teeth or ridges 6 is to obtain an improved locking effect of two aluminium elements 1,2 upon completed'rolling process.
As further shown in Figure 2, the channel section 4
Figure 2 shows elements of a partly assembled four sided mast, the drawing showing two aluminium profiles 1,2 assembled, prior to clamp rolling of the joined corner 3.
As shown in Figure 2 each aluminium profile 1,2 is along one longitudinal edge provided with a channel section 4, while the profile along the opposite longitudinal edge is provided with a rail section 5. The rail section 5 is designed to be inserted into the channel section 4 on adjoining aluminium profile 1,2, the two sections forming together a corner 3. The channel section 4 and the rail section 5 are clamped together by means of a roller tool (not shown), pressing said two sections 4,5 together to form a clamped corner 3.
As shown in Figure 2 the channel section 4 is, prior to connection and rolling, provided with a tapered inner wall portions 4A,4B, the two tapered wall sections 4A,4B
being spaced apart by means of bottom portion 4C. Both the wall portion 4A and the wall portion 4B are equipped with indents, grooves or protruding edges 6, at least along parts of opposite wall portions 4A,4B on opposing, inner wall surfaces.
Correspondingly each aluminium element is along its opposite edge equipped with a longitudinal rail section 5 intended to be inserted into the channel section 4 and clamped. Further, the rail section 5 may, preferably on both sides, be equipped with teeth, ridges or rifles 6 at least along parts in the longitudinal direction of the profile and preferably along the areas of the channel section 4 which are equipped with corresponding teeth, rifles or ridges 6.
The purpose of the rifles, teeth or ridges 6 is to obtain an improved locking effect of two aluminium elements 1,2 upon completed'rolling process.
As further shown in Figure 2, the channel section 4
4 between the outer channel wall 4B and the intermediate section 4C, is provided with a notch 7. Said notch 7 is dimensioned and formed in such way that no or a minimum of swage or upset of metal occur when forming the corner joint 3, i.e. the channel section 4 and the rail section
5.
The intermediate bottom section 4C of the channel section 4 is wider than the width of a corresponding rail section 5, whereby the rail section 5 in an easy manner, without complications and without applying force, may be inserted into the channel section when connecting two aluminium profiles 1,2.
Figure 3 shows a corresponding section as shown in Figure 2. As indicated in Figure 3, the corners are rolled to form a joint by means of two rollers or wheels 11,12, rotatably arranged on two parallel axes 11A,12A. The rolling tool is further equipped with means (not shown) for regulating the exerted contact pressure between the wheels or the rollers 11,12 and the joint of the corner to the corner 3 to be joined, in order to obtain necessary bonding between the elements forming the corner 3.
Figure 4 shows a section through an aluminium profile 1 prior to converting the profile to a mast profile of the type shown on Figure 1. As previously described in connection with Figure 2 and 3, the aluminium profile 1 is at one side of the profile, provided with a channel section 4 according to the invention and at the opposite side of the profile provided with a rail section 5 according to the invention. According to the embodiment shown in Figure 4, an intermediate section of the aluminium profile 1, is formed by four parallel tubular profiles 8 in the form of cylindrical tube elements. Each tubular profi-le 8 is connected to the adjacent,profile 8 and/or channel section 4 or the rail section 5 by means of an intermediate section 9.
When producing an aluminium profile with such configuration as shown in Figure 1, a profile is firstly extruded, the profile having a cross section area and shape as shown in Figure 4. In this initial phase the channel section 4, the rail section 5, the tubular profile 8 and the intermediate parts 9 extend in parallel along the entire longitudinal direction of the aluminium 5 profile. During the extrusion process or in a subsequent process, longitudinal slits, at last in the two middle tubular profiles 8 are made on one and/or the opposite sides, whereupon the aluminium profile is stretched in lateral direction with respect to its longitudinal direction. In such manner a zigzag pattern as indicated in Figure 1 is obtained.
The invention is not limited to masts assembled by three or four aluminium profiles. Further, it should be appreciated that the invention is not limited to elements formed of aluminium. Other types of metal having corresponding strength and inherent properties, suitable for being rolled may also be used without deviating from the inventive idea. It should further be appreciated that that the design and configuration of the profile may also be different from the configurations shown in the Figures.
The intermediate bottom section 4C of the channel section 4 is wider than the width of a corresponding rail section 5, whereby the rail section 5 in an easy manner, without complications and without applying force, may be inserted into the channel section when connecting two aluminium profiles 1,2.
Figure 3 shows a corresponding section as shown in Figure 2. As indicated in Figure 3, the corners are rolled to form a joint by means of two rollers or wheels 11,12, rotatably arranged on two parallel axes 11A,12A. The rolling tool is further equipped with means (not shown) for regulating the exerted contact pressure between the wheels or the rollers 11,12 and the joint of the corner to the corner 3 to be joined, in order to obtain necessary bonding between the elements forming the corner 3.
Figure 4 shows a section through an aluminium profile 1 prior to converting the profile to a mast profile of the type shown on Figure 1. As previously described in connection with Figure 2 and 3, the aluminium profile 1 is at one side of the profile, provided with a channel section 4 according to the invention and at the opposite side of the profile provided with a rail section 5 according to the invention. According to the embodiment shown in Figure 4, an intermediate section of the aluminium profile 1, is formed by four parallel tubular profiles 8 in the form of cylindrical tube elements. Each tubular profi-le 8 is connected to the adjacent,profile 8 and/or channel section 4 or the rail section 5 by means of an intermediate section 9.
When producing an aluminium profile with such configuration as shown in Figure 1, a profile is firstly extruded, the profile having a cross section area and shape as shown in Figure 4. In this initial phase the channel section 4, the rail section 5, the tubular profile 8 and the intermediate parts 9 extend in parallel along the entire longitudinal direction of the aluminium 5 profile. During the extrusion process or in a subsequent process, longitudinal slits, at last in the two middle tubular profiles 8 are made on one and/or the opposite sides, whereupon the aluminium profile is stretched in lateral direction with respect to its longitudinal direction. In such manner a zigzag pattern as indicated in Figure 1 is obtained.
The invention is not limited to masts assembled by three or four aluminium profiles. Further, it should be appreciated that the invention is not limited to elements formed of aluminium. Other types of metal having corresponding strength and inherent properties, suitable for being rolled may also be used without deviating from the inventive idea. It should further be appreciated that that the design and configuration of the profile may also be different from the configurations shown in the Figures.
Claims (7)
1. Method for production of masts mainly based on extruded bodies and formed with a general cross section area which comprising at least three mast elements (1,2) joined in the corner (3) by means interacting rail sections (5) and channel sections (4), characterized in that the channel section (4) is provided with inwardly tapered inner wall sections (4A,4B), the rail section (5) of one mast element (1,2) is inserted into the channel section (4) on an adjacent mast element (1,2); and the joint is obtained by a substantially continuous motion of a roller type tool (11,12) in longitudinal direction of and on the exterior of the channel section (4), the rollers providing sufficient force to clamp the channel section (4) and the rail section (5) together, causing permanent deformation of the channel section (4) around the rail section (5), forming the corner (3).
2. Method according to claim 1, wherein the part of the rail section (5) intended to be in engagement with the channel section (4) on an adjacent mast element (1,2) is provided with teeth, ridges or rifles 6 or similar at least along parts of the length of the mast elements (1,2), said teeth, ridges or rifles 6 or similar being at least partly deformed in order to obtain a secure joint between the channel section (4) and the rail section (5) when the roller like tool clamps said two parts (4,5).
3. Method according to claim 1 or 2, wherein at least one of the inner walls of the channel section (5) is provided with teeth, ridges or rifles 6 or similar, said teeth, ridges or rifles 6 or similar being at least partly deformed to a secure joint when the roller like tool forces the walls of the channel section (4) into gripping contact with the rail section (5).
4. Method according to one of the claims 1-3, wherein one inner wall (4B) of the channel sections (4) is tapered with respect to the other inner wall (4A) in order to simplify insertion of the rail section (5) into the channel section (4), whereupon the tapered wall (4B) on the channel section (4) are forced against the rail section (5) by means of the roller like tool.
5. Method according to on of the claims 1-4, wherein the transition between the at least one tapered wall (4B) of the channel section (4) along its inner surface on the lower part of the wall is provided with an inner recess in order to secure a proper joint between the channel section (4) and the rail section (5).
6. Method according to one of the claim 1-5, wherein rollers (11,12) on the roller tool are provided with knobs (10) or similar in order to form spot strengthened areas.
7. Method according to on of the claims 1-6, wherein the element (1,2) comprises a plurality of interconnected tubular profiles (8) and interconnected with intermediate plates (9), the tubular profiles (8) during the extrusion process or subsequent to the extrusion process being provided with intermittent slits on one or both side of the tubular profile (8), whereupon the element (1,2) are stretched in lateral direction with respect to the longitudinal direction of the elements (1,2) thereby forming a lattice element.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| NO20035336A NO330131B1 (en) | 2003-12-01 | 2003-12-01 | Method for making a mast-like body |
| NO20035336 | 2003-12-01 | ||
| PCT/NO2004/000366 WO2005054581A1 (en) | 2003-12-01 | 2004-11-29 | Method for production of a mast shaped body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA2546935A1 true CA2546935A1 (en) | 2005-06-16 |
Family
ID=30439606
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA002546935A Abandoned CA2546935A1 (en) | 2003-12-01 | 2004-11-29 | Method for production of a mast shaped body |
Country Status (8)
| Country | Link |
|---|---|
| US (1) | US7918026B2 (en) |
| EP (1) | EP1689934B1 (en) |
| AT (1) | ATE498741T1 (en) |
| AU (1) | AU2004295636B2 (en) |
| CA (1) | CA2546935A1 (en) |
| DE (1) | DE602004031452D1 (en) |
| NO (1) | NO330131B1 (en) |
| WO (1) | WO2005054581A1 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2976599B1 (en) * | 2011-06-20 | 2015-11-06 | Lacroix Signalisation | SECURITY POST FOR SIGNALING |
| WO2020057708A1 (en) * | 2018-09-19 | 2020-03-26 | Suncil Technology Aps | A profile configured for forming a pole frame, and a pole frame assembled by profiles |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US674379A (en) | 1900-03-08 | 1901-05-21 | Charles H Hard | Metallic truss for woven-wire mattresses and metallic bedsteads. |
| US742549A (en) | 1903-08-04 | 1903-10-27 | Edmund Zeh | Metal column, girder, or structure. |
| JPS49115446U (en) | 1973-01-31 | 1974-10-02 | ||
| JPS59179284A (en) | 1983-03-30 | 1984-10-11 | Futaba Sangyo Kk | Production of fuel tank for automobile |
| US4580380A (en) | 1983-11-07 | 1986-04-08 | Ballard Derryl R | Composite filled interior structural box beams |
| US5671522A (en) * | 1996-01-29 | 1997-09-30 | Northrop Grumman Corporation | Method and apparatus for sealing a pressure vessel |
| JP2000051958A (en) | 1998-08-07 | 2000-02-22 | Nissan Motor Co Ltd | Hemming work method |
| JP3801805B2 (en) | 1999-03-16 | 2006-07-26 | 本田技研工業株式会社 | Closed section curved long material |
| NO309109B1 (en) | 1999-03-26 | 2000-12-11 | Karl M Gulbrandsen Stansefabri | Three-dimensional truss |
| NO316279B1 (en) | 1999-11-15 | 2004-01-05 | Juralco As | Mast |
-
2003
- 2003-12-01 NO NO20035336A patent/NO330131B1/en not_active IP Right Cessation
-
2004
- 2004-11-29 AT AT04808860T patent/ATE498741T1/en not_active IP Right Cessation
- 2004-11-29 US US10/581,018 patent/US7918026B2/en not_active Expired - Fee Related
- 2004-11-29 WO PCT/NO2004/000366 patent/WO2005054581A1/en active Application Filing
- 2004-11-29 DE DE602004031452T patent/DE602004031452D1/en active Active
- 2004-11-29 CA CA002546935A patent/CA2546935A1/en not_active Abandoned
- 2004-11-29 EP EP04808860A patent/EP1689934B1/en not_active Not-in-force
- 2004-11-29 AU AU2004295636A patent/AU2004295636B2/en not_active Ceased
Also Published As
| Publication number | Publication date |
|---|---|
| US7918026B2 (en) | 2011-04-05 |
| EP1689934A1 (en) | 2006-08-16 |
| NO20035336D0 (en) | 2003-12-01 |
| EP1689934B1 (en) | 2011-02-16 |
| NO330131B1 (en) | 2011-02-21 |
| NO20035336L (en) | 2005-06-02 |
| WO2005054581A1 (en) | 2005-06-16 |
| ATE498741T1 (en) | 2011-03-15 |
| AU2004295636A1 (en) | 2005-06-16 |
| US20070125920A1 (en) | 2007-06-07 |
| DE602004031452D1 (en) | 2011-03-31 |
| AU2004295636B2 (en) | 2010-07-01 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request | ||
| FZDE | Discontinued |
Effective date: 20121129 |