DE202006008669U1 - Sheet metal profile for dry construction systems has two arm sections connected by base section and with reinforcement strips formed by plastic material deformations - Google Patents
Sheet metal profile for dry construction systems has two arm sections connected by base section and with reinforcement strips formed by plastic material deformations Download PDFInfo
- Publication number
- DE202006008669U1 DE202006008669U1 DE202006008669U DE202006008669U DE202006008669U1 DE 202006008669 U1 DE202006008669 U1 DE 202006008669U1 DE 202006008669 U DE202006008669 U DE 202006008669U DE 202006008669 U DE202006008669 U DE 202006008669U DE 202006008669 U1 DE202006008669 U1 DE 202006008669U1
- Authority
- DE
- Germany
- Prior art keywords
- reinforcing strip
- profile
- profile according
- leg
- plastic material
- 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.)
- Expired - Lifetime
Links
- 239000000463 material Substances 0.000 title claims abstract description 29
- 239000002184 metal Substances 0.000 title claims abstract description 12
- 238000010276 construction Methods 0.000 title claims description 5
- 230000002787 reinforcement Effects 0.000 title abstract description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 49
- 239000000853 adhesive Substances 0.000 claims description 4
- 230000001070 adhesive effect Effects 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000011324 bead Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000001154 acute effect Effects 0.000 description 1
- 238000003776 cleavage reaction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000007017 scission Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000009966 trimming Methods 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)
- Bridges Or Land Bridges (AREA)
- Building Environments (AREA)
- Joining Of Building Structures In Genera (AREA)
- Floor Finish (AREA)
- Revetment (AREA)
- Finishing Walls (AREA)
- Rod-Shaped Construction Members (AREA)
- Connection Of Plates (AREA)
Abstract
Description
Die vorliegende Erfindung betrifft ein Profil aus Blech für den Trockenbau mit zwei Schenkelabschnitten und einem die Schenkelabschnitte verbindenden Bodenabschnitt, sowie mit wenigstens einem an einem der Schenkelabschnitte angeordneten Verstärkungsstreifen.The The present invention relates to a sheet metal profile for drywall construction with two leg sections and one connecting the leg sections Bottom portion, as well as with at least one of the leg portions arranged reinforcing strips.
Derartige Profile aus Blech werden im Trockenbau in unterschiedlichen Ausführungen eingesetzt. Eine bekannte Ausführung eines solchen Profils wird als C-Profil bezeichnet und weist zwei Schenkelabschnitte und einen die Schenkelabschnitte verbindenden Bodenabschnitt auf, wobei an den Schenkelabschnitten jeweils ein sich in Längsrichtung des Profils erstreckender umgebogener Tragrand vorgesehen ist.such Sheet metal profiles are used in dry construction in different designs used. A known version such a profile is referred to as C-profile and has two leg sections and a bottom portion connecting the leg portions, wherein at the leg portions in each case one in the longitudinal direction the profile is provided extending bent support edge.
In der DIN 18 182 (Teil 1) in der Fassung vom Januar 1987 ist beschrieben, bei einem solchen C-Profil den Tragrand mit einer doppelten Umbördelung zu versehen, wobei sich dieser doppelte Bereich über einen Teil der Breite des Tragrandes erstreckt.In DIN 18 182 (Part 1) in the version of January 1987 is described, in such a C-profile, the carrying edge with a double bead to be provided, with this double area over part of the width of the Tragrandes extends.
Weiterhin ist dem Fachmann bekannt, dass ein C-Profil durch die Verwendung eines Bleches mit höherer Materialstärke stabiler gestaltet werden kann.Farther is known in the art that a C-profile through the use a sheet with higher material thickness can be made more stable.
Aufgabe der vorliegenden Erfindung ist es, ein gattungsgemäßes Profil derart weiterzuentwickeln, dass dieses bei gegebener Materialstärke besonders stabil ist.task The present invention is a generic profile in such a way that, given the thickness of the material, this is particularly is stable.
Diese Aufgabe wird gelöst durch ein Profil aus Blech für den Trockenbau mit zwei Schenkelabschnitten und einem die Schenkelabschnitte verbindenden Bodenabschnitt, sowie mit wenigstens einem an einem der Schenkelabschnitte angeordneten Verstärkungsstreifen, wobei Mittel zum Befestigen des Verstärkungsstreifens an dem Schenkelabschnitt vorgesehen sind.These Task is solved through a sheet metal profile for the drywall with two leg sections and one leg sections connecting floor section, as well as with at least one at one the leg portions arranged reinforcing strip, wherein means for securing the reinforcing strip are provided on the leg portion.
Die erfindungsgemäße Gestaltung ermöglicht eine erhebliche Steigerung der Stabilität des Profils. Aufgrund der Mittel zum Befestigen des Verstärkungsstreifens kann eine effektive Krafteinleitung und damit eine gute Materialausnutzung erreicht werden. So wird es erstmals möglich, für das Profil ein dünneres Blech einzusetzen und dennoch Stabilitätswerte für das Profil zu erhalten, welche zuvor nur mit einem erheblich dickeren Blech zu erzielen waren. Hieraus resultiert ein erhebliches Einsparpotential, da der Materialeinsatz insgesamt wesentlich reduziert werden kann. Zwar wird aufgrund des Verstärkungsstreifens eine etwas größere Fläche an Material benötigt. Dies wird jedoch aufgrund der Verwendung eines dünneren Bleches mehr als aufgewogen, so dass insgesamt der Materialverbrauch und damit die Herstellungskosten gesenkt werden können. Ein weiterer Vorteil ist, dass auch die Handhabung und der Transport aufgrund des erzielbaren geringeren Gewichtes erleichtert werden.The inventive design allows a significant increase in the stability of the profile. Due to the Means for attaching the reinforcing strip can be an effective force and thus a good material utilization be achieved. This makes it possible for the first time, for the profile of a thinner sheet use and still stability values for the To obtain profile, which previously only with a considerably thicker Were to achieve sheet metal. This results in a significant savings potential since the material use can be significantly reduced overall. Although due to the reinforcing strip a slightly larger area of material needed. However, this is more than offset by the use of a thinner sheet, so that overall the material consumption and thus the production costs can be lowered. Another advantage is that also the handling and the transport be facilitated due to the achievable lower weight.
Eine weitere Verbesserung der Stabilität wird dadurch erreicht, dass die Mittel zum Befestigen des Verstärkungsstreifens an dem Schenkelabschnitt plastische Materialverformungen des Verstärkungsstreifens und/oder des Schenkelabschnitts aufweisen. Dabei kann vorzugsweise eine Vielzahl von lokalen plastischen Materialverformungen vorgesehen sein.A further improvement of stability is achieved by the means for attaching the reinforcing strip to the leg portion plastic Material deformations of the reinforcing strip and / or of the leg portion. In this case, preferably a variety of local plastic material deformations can be provided.
Weiterhin hat sich als vorteilhaft herausgestellt, wenn die plastischen Materialverformungen eine längliche Form haben und sich insbesondere in Längsrichtung des Verstärkungsstreifens erstrecken.Farther has proven to be advantageous if the plastic material deformations a elongated Have shape and in particular in the longitudinal direction of the reinforcing strip extend.
Von Vorteil können die plastischen Materialverformungen durch Umformfügen von Schenkelabschnitt, z.B. einem hieran ausgebildeten Tragrand, und Verstärkungsstreifen, insbesondere durch Clinchen erzeugt sein.From Advantage can the plastic material deformations by forming of Leg portion, e.g. a carrying edge formed thereon, and Reinforcement strips in particular be produced by clinching.
Wenn die Mittel zum Befestigen des Verstärkungsstreifens an dem Schenkelabschnitt ein Klebemittel aufweisen, kann die Stabilität des Profils weiter verbessert werden.If the means for attaching the reinforcing strip to the leg portion have an adhesive, the stability of the profile can be further improved become.
Die Herstellung des Profils ist dann besonders einfach, wenn der Verstärkungsstreifen ein zurückgebogener Teil des Schenkelabschnitts ist, der durch die Mittel zum Befestigen des Verstärkungsstreifens fixiert wird.The Making the profile is particularly easy when the reinforcing strip a bent back Part of the leg section is through the means for fastening of the reinforcing strip is fixed.
Alternativ kann der Verstärkungsstreifen ein separates Element, insbesondere ein Blechstreifen sein. In diesem Fall kann ein Umformschritt des Bleches entfallen, da der Verstärkungsstreifen nicht zurückgebogen werden muss. Der Verstärkungsstreifen kann stattdessen bei der Herstellung separat zugeführt und durch die Mittel zum Befestigen mit dem Schenkelabschnitt, z.B. dessen Tragrand verbunden werden. Hierbei können für den Verstärkungsstreifen auch anfallende Spaltreste bzw. Besäumungsstreifen oder andere Restmaterialien verwendet werden.alternative can the reinforcement strip a separate element, in particular a sheet metal strip. In this Fall can be omitted a forming step of the sheet, since the reinforcing strip not bent back must become. The reinforcing strip can instead be fed separately during manufacture and by the means for securing to the leg portion, e.g. whose carrying edge are connected. This can also accumulating for the reinforcing strip Cleavage residues or trimming strips or other residual materials are used.
Nach einer besonders vorteilhaften Ausgestaltung der Erfindung ist vorgesehen, dass wenigstens einer der Schenkelabschnitte einen in Längsrichtung des Profils verlaufenden umgebogenen Tragrand aufweist und dass der Verstärkungsstreifen an dem umgebogenen Tragrand angeordnet ist.To a particularly advantageous embodiment of the invention is provided in that at least one of the leg sections has a longitudinal direction Having the profile extending bent support edge and that the reinforcing strip is arranged on the bent support edge.
Nach der Erfindung kann weiter vorgesehen sein, dass sich der Verstärkungsstreifen entlang des Tragrandes, insbesondere über dessen gesamte Länge erstreckt und/oder auf der dem Bodenabschnitt zugewandten und/oder abgewandten Seite des Tragrandes angeordnet ist. Bei der Anordnung auf der dem Bodenabschnitt zugewandten Seite ergibt sich eine besonders hohe Stabilität.According to the invention it can further be provided that the reinforcing strip extends along the supporting edge, in particular over its entire length, and / or on the side facing the bottom section and / or facing away from it of the supporting edge is arranged. In the arrangement on the bottom portion facing side results in a particularly high stability.
Weiterhin hat sich bewährt, wenn der Tragrand in Querrichtung des Tragrandes eine Wölbung aufweist. Diese kann derart ausgebildet sein, dass der Tragrand auf der dem Bodenabschnitt abgewandten Seite konvex und/oder auf der dem Bodenabschnitt zugewandten Seite konkav ausgebildet ist.Farther has proved its worth, if the supporting edge in the transverse direction of the supporting edge has a curvature. This can be designed such that the supporting edge on the Floor section facing away convex and / or on the bottom section facing side is concave.
Gemäß einer besonders vorteilhaften Gestaltung ist vorgesehen, dass sich der Verstärkungsstreifen über die gesamte Breite des umgebogenen Tragrands erstreckt.According to one Particularly advantageous design is provided that the Reinforcement strip over the entire width of the bent Tragrands extends.
Erfindungsgemäß kann zudem das Profil als C-Profil oder U-Profil ausgebildet sein.In addition, according to the invention the profile be designed as a C-profile or U-profile.
Weitere Ziele, Merkmale, Vorteile und Anwendungsmöglichkeiten der vorliegenden Erfindung ergeben sich aus der nachfolgenden Beschreibung von Ausführungsbeispielen anhand der Zeichnungen. Dabei bilden alle beschriebenen und/oder bildlich dargestellten Merkmale für sich oder in beliebiger Kombination den Gegenstand der Erfindung, auch unabhängig von der Zusammenfassung in einzelnen Ansprüchen oder deren Rückbeziehung.Further Objectives, features, advantages and applications of the present Invention will become apparent from the following description of exemplary embodiments based on the drawings. In this case, all described and / or depicted features alone or in any combination the subject of the invention, also independent of the abstract in individual claims or their relationship.
Es zeigen:It demonstrate:
Die
Figuren zeigen jeweils unterschiedliche Ausgestaltungen eines Profils
Das
Profil
An
den Schenkelabschnitten
An
dem Schenkelabschnitt
Der
Verstärkungsstreifen
Der
Tragrand
Während der
Tragrand
Bei
den in den
Hingegen
ist bei den in den
Die
Die
Dabei
sind eine Vielzahl von lokalen, örtlich begrenzten
Materialverformungen
Die
Materialverformungen
Auch
bei den in den
Alternativ
oder zusätzlich
zu den Materialverformungen
Das
als C-Profil ausgebildete Profil
- 11
- Profilprofile
- 22
- Schenkelabschnittleg portion
- 33
- Bodenabschnittbottom section
- 44
- Tragrandsupporting edge
- 55
- Verstärkungsstreifenreinforcement strips
- 66
- SickeBeading
- 77
- SickeBeading
- 88th
- erster Bereichfirst Area
- 99
- zweiter Bereichsecond Area
- 1010
- Biegelinieelastic line
- 1111
- Materialverformungenmaterial deformations
- 1212
- Mittel zum Befestigen des Verstärkungsstreifens an demmedium for securing the reinforcing strip to the
- Schenkelabschnittleg portion
- BB
- Breite des Tragrandeswidth of the carrying country
Claims (15)
Priority Applications (18)
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 |
EA200802436A EA015541B1 (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
CNA2006800547553A CN101495704A (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
PL06828932T PL2024582T3 (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
SI200631389T SI2024582T1 (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
ES06828932T ES2388180T3 (en) | 2006-05-30 | 2006-11-07 | Sheet profile for dry construction |
UAA200813767A UA94943C2 (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
MEP-2008-783A ME00490B (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
CA002653634A CA2653634A1 (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
PT06828932T PT2024582E (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
PCT/EP2006/010632 WO2007137617A1 (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
JP2009512421A JP2009539001A (en) | 2006-05-30 | 2006-11-07 | Molded body made of plates for dry construction method structures |
EP06828932A EP2024582B1 (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
RS20120348A RS52419B (en) | 2006-05-30 | 2006-11-07 | Sheet metal section for dry construction |
DK06828932.1T DK2024582T3 (en) | 2006-05-30 | 2006-11-07 | Profile of plate for mortar-free element construction |
IL195345A IL195345A (en) | 2006-05-30 | 2008-11-17 | Sheet metal section for dry construction |
US12/313,960 US20090113845A1 (en) | 2006-05-30 | 2008-11-26 | Sheet metal section for dry construction |
HRP20120659TT HRP20120659T1 (en) | 2006-05-30 | 2012-08-14 | Sheet metal section for dry construction |
Applications Claiming Priority (1)
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 |
Publications (1)
Publication Number | Publication Date |
---|---|
DE202006008669U1 true DE202006008669U1 (en) | 2006-09-07 |
Family
ID=37026788
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE202006008669U Expired - Lifetime 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 |
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) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102007044250A1 (en) * | 2007-09-11 | 2009-03-12 | Federal-Mogul Wiesbaden Gmbh | Slide bearing shell, use of plain bearing shell, method for their preparation and bearing arrangement |
EP2159508A1 (en) * | 2008-08-20 | 2010-03-03 | Michael Langnickel | Roof hook |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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)
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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 DK DK06828932.1T patent/DK2024582T3/en active
- 2006-11-07 RS RS20120348A patent/RS52419B/en unknown
- 2006-11-07 CA CA002653634A patent/CA2653634A1/en not_active Abandoned
- 2006-11-07 PT PT06828932T patent/PT2024582E/en unknown
- 2006-11-07 WO PCT/EP2006/010632 patent/WO2007137617A1/en active Application Filing
- 2006-11-07 ME MEP-2008-783A patent/ME00490B/en unknown
- 2006-11-07 EP EP06828932A patent/EP2024582B1/en active Active
- 2006-11-07 CN CNA2006800547553A patent/CN101495704A/en active Pending
- 2006-11-07 SI SI200631389T patent/SI2024582T1/en unknown
- 2006-11-07 UA UAA200813767A patent/UA94943C2/en unknown
- 2006-11-07 ES ES06828932T patent/ES2388180T3/en active Active
- 2006-11-07 EA EA200802436A patent/EA015541B1/en not_active IP Right Cessation
- 2006-11-07 JP JP2009512421A patent/JP2009539001A/en active Pending
- 2006-11-07 PL PL06828932T patent/PL2024582T3/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
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102007044250A1 (en) * | 2007-09-11 | 2009-03-12 | Federal-Mogul Wiesbaden Gmbh | Slide bearing shell, use of plain bearing shell, method for their preparation and bearing arrangement |
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 |
EP2159508A1 (en) * | 2008-08-20 | 2010-03-03 | Michael Langnickel | Roof hook |
Also Published As
Publication number | Publication date |
---|---|
IL195345A0 (en) | 2009-08-03 |
US20090113845A1 (en) | 2009-05-07 |
HRP20120659T1 (en) | 2012-09-30 |
CA2653634A1 (en) | 2007-12-06 |
RS52419B (en) | 2013-02-28 |
ME00490B (en) | 2011-10-10 |
SI2024582T1 (en) | 2012-10-30 |
WO2007137617A1 (en) | 2007-12-06 |
EP2024582A1 (en) | 2009-02-18 |
JP2009539001A (en) | 2009-11-12 |
PT2024582E (en) | 2012-08-20 |
IL195345A (en) | 2014-04-30 |
DK2024582T3 (en) | 2012-09-03 |
UA94943C2 (en) | 2011-06-25 |
CN101495704A (en) | 2009-07-29 |
PL2024582T3 (en) | 2012-10-31 |
ES2388180T3 (en) | 2012-10-10 |
EA015541B1 (en) | 2011-08-30 |
EA200802436A1 (en) | 2009-04-28 |
EP2024582B1 (en) | 2012-05-16 |
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