DE102005016175A1 - C-section - Google Patents
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- Publication number
- DE102005016175A1 DE102005016175A1 DE102005016175A DE102005016175A DE102005016175A1 DE 102005016175 A1 DE102005016175 A1 DE 102005016175A1 DE 102005016175 A DE102005016175 A DE 102005016175A DE 102005016175 A DE102005016175 A DE 102005016175A DE 102005016175 A1 DE102005016175 A1 DE 102005016175A1
- Authority
- DE
- Germany
- Prior art keywords
- beads
- profile
- leg sections
- profile according
- contact surface
- 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.)
- Withdrawn
Links
- 239000011324 bead Substances 0.000 claims abstract description 69
- 230000035515 penetration Effects 0.000 claims abstract description 17
- 238000005192 partition Methods 0.000 claims abstract description 11
- 239000002184 metal Substances 0.000 claims abstract description 6
- 238000005304 joining Methods 0.000 claims description 3
- 238000009413 insulation Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000005097 cold rolling Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000000034 method 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
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7409—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
- E04B2/7412—Posts or frame members specially adapted for reduced sound or heat transmission
-
- 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
- E04C2003/0413—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 being built up from several parts
- E04C2003/0417—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 being built up from several parts demountable
-
- 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
- E04C2003/0426—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 material distribution in cross section
- E04C2003/0434—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 material distribution in cross section the open cross-section free of enclosed cavities
-
- 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
- E04C2003/0465—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 square- or rectangular-shaped
-
- 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)
- Building Environments (AREA)
- Polishing Bodies And Polishing Tools (AREA)
- Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
- Finishing Walls (AREA)
- Laminated Bodies (AREA)
- Absorbent Articles And Supports Therefor (AREA)
- Panels For Use In Building Construction (AREA)
- Floor Finish (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Fencing (AREA)
Abstract
Die vorliegende Erfindung betrifft ein C-Profil aus Blech für beidseitig beplankte Trennwände mit zwei Schenkelabschnitten (2, 2') und einem die Schenkelabschnitte (2, 2') verbindenden Bodenabschnitt (3), wobei die Schenkelabschnitte (2, 2') Seitenflächen (5) des C-Profils bilden und wobei wenigstens einer der Schenkelabschnitte (2, 2') nach außen vorspringende Sicken (6) aufweist, welche eine Anlagefläche für die Beplankung bilden. Die Erfindung ist dadurch gekennzeichnet, dass die Sicken (6) wenigstens abschnittweise derart ausgebildet sind, dass bei 0,3 mm Eindringtiefe (E) der Sicken (6) in eine Beplankung die Anlagefläche größer als 5% der Seitenfläche (5) und kleiner 25% der Seitenfläche ist.The present invention relates to a C-profile made of sheet metal for both sides planked partitions with two leg sections (2, 2 ') and a leg portions (2, 2') connecting the bottom portion (3), wherein the leg portions (2, 2 ') side surfaces ( 5) of the C-profile form and wherein at least one of the leg portions (2, 2 ') outwardly projecting beads (6), which form a contact surface for the planking. The invention is characterized in that the beads (6) are formed at least in sections such that at 0.3 mm penetration depth (E) of the beads (6) into a planking, the contact surface is greater than 5% of the side surface (5) and smaller 25th % of the page area is.
Description
Die vorliegende Erfindung betrifft ein C-Profil aus Blech für beidseitig beplankte Trennwände mit zwei Schenkelabschnitten und einem die Schenkelabschnitte verbindenden Bodenabschnitt, wobei die Schenkelabschnitte Seitenflächen des C-Profils bilden und wobei wenigstens einer der Schenkelabschnitte nach außen vorspringende Sicken aufweist, welche eine Anlagefläche für die Beplankung bilden.The The present invention relates to a C-profile made of sheet metal for both sides planked partitions with two leg sections and one connecting the leg sections Bottom portion, wherein the leg portions side surfaces of the C-profile form and wherein at least one of the leg sections outward having projecting beads, which a contact surface for the planking form.
Ein
derartiges C-Profil, bei dem die Schenkelabschnitte mehrere parallele
längsverlaufende, nach
außen
vorspringende Sicken aufweist, ist aus der
Wenngleich bei unter Verwendung von solchen vorbekannten C-Profilen erstellten Trockenbauwänden mittlerweile gute Schallisolierungswerte erreicht werden können, besteht der Wunsch, die Schallisolierungseigenschaften weiter zu verbessern. Dabei sollen die Herstellkosten nicht oder in möglichst geringem Umfang erhöht werden.Although in the meantime, by using such previously known C-profiles drywall good sound insulation values can be achieved, there is a desire, the sound insulation properties continue to improve. The manufacturing costs should not or in as possible increased slightly become.
Aufgabe der vorliegenden Erfindung ist daher, ein C-Profil der eingangs genannten Art so weiter zu bilden, dass insbesondere bei geringen Mehrkosten die Schallisolierung verbessert wird.task The present invention is therefore a C-profile of the beginning so-called form, that in particular at low Additional costs the soundproofing is improved.
Diese Aufgabe wird bei einem eingangs genannte C-Profil dadurch gelöst, dass die Sicken wenigstens abschnittweise derart ausgebildet sind, dass bei 0,3 mm Eindringtiefe der Sicken in eine Beplankung die Anlagefläche größer als 5% der Seitenfläche und kleiner 25% der Seitenfläche ist.These Task is solved in a C-profile mentioned above in that the beads are at least partially formed such that at 0.3 mm penetration depth of the beads in a planking, the contact surface greater than 5% of the side surface and less than 25% of the side surface is.
Durch eine entsprechende Ausbildung der Sicken mit der erfindungsgemäßen Größe der Anlagefläche wird eine erhebliche Verbesserung der Schallisolierungseigenschaften erreicht. Die Angabe der Größe der Anlagefläche ist dabei für eine Eindringtiefe von 0,3 mm angegeben. Bei der Montage des erfindungsgemäßen C-Profils kommt es aufgrund der Verspannung mit der Beplankung zu einem gewissen Eindringen der Sicken in die Beplankung. Im Falle von Gipskartonplatten drücken sich die Sicken etwas in die Oberfläche der Platten ein. Die Angabe der Eindringtiefe bedeutet jedoch nicht, dass das C-Profil nur in eingebautem Zustand geschützt werden soll oder stets mit derselben Einbautiefe eingebaut werden muss. Vielmehr soll durch diese Angabe die Anlagefläche für das C-Profil eindeutig definiert werden, unabhängig von den beim späteren Einbau auftretenden Kräften und der sich daraus ergebenden Eindringtiefe im eingebauten Zustand. Die Seitenfläche ergibt sich aus dem Produkt aus Länge und Breite der Schenkelabschnitte, unabhängig von eventuell vorhandenen Ausschnitten, Bohrungen, Verformungen in den Schenkelabschnitten.By a corresponding formation of the beads with the inventive size of the contact surface is a significant improvement in soundproofing properties reached. The indication of the size of the contact surface is for a penetration depth of 0.3 mm specified. When mounting the C-profile according to the invention it comes to a certain due to the tension with the planking Penetration of the beads in the planking. In the case of plasterboard to press The beads are slightly in the surface of the plates. The indication However, the penetration depth does not mean that the C-profile is only in be protected in the installed state should or must always be installed with the same installation depth. Rather, this specification should clearly define the contact surface for the C-profile become independent from the later installation occurring forces and the resulting penetration depth when installed. The side surface results from the product of length and width of the leg sections, independently Of any existing cutouts, holes, deformations in the leg sections.
Eine weitere Verbesserung wird dadurch erreicht, dass die Sicken derart ausgebildet und bemessen sind, dass bei 0,3 mm Eindringtiefe der Sicken in eine Beplankung die Anlagefläche größer als 10% der Seitenfläche und kleiner 20% der Seitenfläche ist, insbesondere größer als 12% der Seitenfläche und kleiner als 18% der Seitenfläche.A Further improvement is achieved in that the beads so are formed and dimensioned that at 0.3 mm penetration of the Beading in a planking the contact surface greater than 10% of the side surface and less than 20% of the side surface is, in particular, larger than 12% of the side surface and less than 18% of the side surface.
Besonders bewährt hat sich, wenn die Sicken derart ausgebildet und bemessen sind, dass bei 0,3 mm Eindringtiefe der Sicken in eine Beplankung die Anlagefläche größer als 13% der Seitenfläche und kleiner 16% der Seitenfläche ist.Especially proven has, if the beads are designed and dimensioned, that at 0.3 mm penetration depth of the beads in a planking the contact surface greater than 13% of the side surface and less than 16% of the side surface is.
Die Herstellung wird dadurch erleichtert, dass die Schenkelabschnitte und der Bodenabschnitt aus einem einstückigen Blechteil bestehen.The Production is facilitated by the leg sections and the bottom portion consist of a one-piece sheet metal part.
Vorteilhafterweise sind die Sicken länglich ausgebildet und verlaufen in Längsrichtung des C-Profils, insbesondere über dessen gesamte Länge.advantageously, the beads are elongated and extend in the longitudinal direction of the C-profile, in particular via its entire length.
Eine gute Lastverteilung ergibt sich, wenn jeder Schenkelabschnitt drei bis fünf parallele Sicken, insbesondere vier parallele Sicken aufweist.A good load distribution results when each leg section three to five has parallel beads, in particular four parallel beads.
Vorteilhafterweise beträgt die Höhe der Sicken zwischen 0,5 mm und 5 mm, insbesondere zwischen 1 mm und 3 mm.advantageously, is the height the beads between 0.5 mm and 5 mm, in particular between 1 mm and 3 mm.
Gemäß einer besonders vorteilhaften Ausgestaltung der Erfindung ist wenigstens eine der Sicken im Bereich der Anlagefläche gewölbt und der Radius am Scheitelpunkt der Sicke beträgt zwischen 0,6 mm und 2,5 mm, insbesondere zwischen 0,8 mm und 1,9 mm.According to one particularly advantageous embodiment of the invention is at least one of the beads in the area of the contact surface and the radius at the vertex the bead is between 0.6 mm and 2.5 mm, in particular between 0.8 mm and 1.9 mm.
Eine weitere Verbesserung wird dadurch erreicht, dass die Sicken derart ausgebildet sind, dass die Breite der Anlagefläche im Bereich einer der Sicken bei 0,3 mm Eindringtiefe der Sicken in eine Beplankung zwischen 1 mm und 3 mm, insbesondere zwischen 1,3 und 2,2 mm beträgt.A Further improvement is achieved in that the beads so are formed such that the width of the contact surface in the region of one of the beads at 0.3 mm penetration depth of the beads in a planking between 1 mm and 3 mm, in particular between 1.3 and 2.2 mm.
Die Steifigkeit aber auch die Schallisolationseigenschaften des C-Profils werden dadurch weiter verbessert, dass das Blech des C-Profils in wenigstens einem Teil seiner Oberfläche eine Rändelung aufweist. Durch die Rändelung ergeben sich lokale, insbesondere punktförmige Verformungen des Bleches. Dabei kann insbesondere eine große Anzahl von Verformungen pro Flächeneinheit vorgesehen sein, z.B. mehr als 5 Verformungen pro cm2 oder mehr als 10 Verformungen pro cm2).The rigidity but also the sound insulation properties of the C-profile are further improved by the fact that the sheet of the C-profile has a knurling in at least part of its surface. The knurling results in local, in particular point-shaped deformations of the sheet. In this case, in particular, a large number of deformations per unit area may be provided, for example more than 5 deformations per cm 2 or more than 10 deformations per cm 2 ).
Erfindungsgemäß kann weiterhin vorgesehen sein, dass die Sicken an ihrer Oberseite jeweils einen Vorsprung und an ihrer Unterseite einen Rücksprung bilden.According to the invention can continue be provided that the beads at their top one each Tab and make a backseat at their bottom.
Die Nutzbarkeit des C-Profils wird dadurch erweitert, dass die beiden Schenkelabschnitte unterschiedlich lang sind und es dadurch ermöglichen, zwei identische C-Profile zu einem Rechteckprofil derart zusammenzufügen, dass der kürzere Schenkelabschnitt des jeweils einen C-Profils an der Innenseite des längeren Schenkelabschnitts des jeweils anderen C-Profils zu liegen kommt.The Usability of the C-profile is enhanced by the fact that the two Leg sections are of different lengths and thereby allow two to assemble identical C-profiles into a rectangular profile in such a way that the shorter one Leg section of each one C-profile on the inside the longer one Leg section of the other C-profile comes to rest.
Hierbei ist von Vorteil, wenn die Sicken der beiden Schenkelabschnitte derart versetzt zueinander angeordnet sind, dass beim Zusammenfügen zweier C-Profile zu einem Rechteckprofil die Vorsprünge der Sicken der kürzeren Schenkelabschnitte in den Rücksprüngen der Sicken der längeren Schenkelabschnitte zu liegen kommen. Durch den Versatz der Sicken ergibt sich dabei ein abweichender Abstand der Sicken von dem Bodenabschnitt. Der Abstand zwischen den Sicken beider Schenkelabschnitte kann jedoch gleich sein.in this connection is advantageous if the beads of the two leg sections in such a way offset from each other, that when joining two C profiles to a rectangular profile, the projections of the beads of the shorter leg sections in the return of the Beading of the longer leg sections to come to rest. The offset of the beads results in the process a different distance of the beads from the bottom portion. Of the Distance between the beads of both leg sections, however, can be equal.
Erfindungsgemäß hat sich bewährt, wenn die Dicke des Bleches zwischen 0,3 mm und 3 mm beträgt, insbesondere 0,4 mm bis 0,6 mm.According to the invention has proven, if the thickness of the sheet is between 0.3 mm and 3 mm, in particular 0.4 mm to 0.6 mm.
Weitere Ziele, Merkmale, Vorteile und Anwendungsmöglichkeiten der vorliegenden Erfindung ergeben sich aus der nachfolgenden Beschreibung von Ausführungsbeispielen anhand der Zeichnung. Dabei bilden alle beschriebenen und/oder bildlich dargestellten Merkmale für sich oder in beliebiger sinnvoller 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 drawing. In this case, all described and / or illustrated Features for itself or in any meaningful combination the object of Invention, also independent from the summary in individual claims or their dependency.
Es zeigen:It demonstrate:
Wie
insbesondere in den
Bei
den in den
Die
beiden Schenkelabschnitte
Das
C-Profil
Da
die Schenkelabschnitte
Dabei
hat sich gezeigt, dass eine gute Schallisolation erreicht wird,
wenn die Anlagefläche
zwischen 5% und 25% und insbesondere zwischen 10% und 20% der Seitenfläche
Die
Höhe der
Sicken
Die
Sicken
Die
C-Profile
In
Weiterhin
sind die Sicken
- 11
- C-ProfilC-section
- 2, 2'2, 2 '
- Schenkelabschnittleg portion
- 33
- Bodenabschnittbottom section
- 44
- Nutgroove
- 55
- Seitenflächeside surface
- 66
- SickeBeading
- 77
- Rändelungknurling
- 88th
- Trennwandpartition wall
- 9, 9', 9''9 9 ', 9' '
- GipskartonplattenPlasterboard
- 1010
- Verbindungsmittelconnecting means
- 1111
- Dämmstoffinsulation
- 1212
- AnlageflächenabschnittContact surface section
- 1313
- Falzfold
- 1414
- Innenseiteinside
- 1515
- Spachtelmasseputty
- LL
- Länge der SeitenflächeLength of side surface
- BB
- Breite der Seitenflächewidth the side surface
- Ee
- Eindringtiefepenetration depth
- RR
- Breite der Anlageflächenabschnittewidth the contact surface sections
Claims (14)
Priority Applications (9)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005016175A DE102005016175A1 (en) | 2005-04-07 | 2005-04-07 | C-section |
RU2005124565/03A RU2317379C2 (en) | 2005-04-07 | 2005-08-02 | C-shaped profile |
DK06706956.7T DK1866498T3 (en) | 2005-04-07 | 2006-02-15 | C-profil |
AU2006230984A AU2006230984B2 (en) | 2005-04-07 | 2006-02-15 | C-shaped profile |
EP06706956.7A EP1866498B1 (en) | 2005-04-07 | 2006-02-15 | C-shaped profile |
PCT/EP2006/001352 WO2006105826A1 (en) | 2005-04-07 | 2006-02-15 | C-shaped profile |
CN2006800107375A CN101151426B (en) | 2005-04-07 | 2006-02-15 | C-shaped profile |
US11/887,798 US20090126315A1 (en) | 2005-04-07 | 2006-02-15 | C-Shaped Profile |
NO20075667A NO340234B1 (en) | 2005-04-07 | 2007-11-06 | C-shaped profile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005016175A DE102005016175A1 (en) | 2005-04-07 | 2005-04-07 | C-section |
Publications (1)
Publication Number | Publication Date |
---|---|
DE102005016175A1 true DE102005016175A1 (en) | 2006-10-12 |
Family
ID=36218607
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE102005016175A Withdrawn DE102005016175A1 (en) | 2005-04-07 | 2005-04-07 | C-section |
Country Status (9)
Country | Link |
---|---|
US (1) | US20090126315A1 (en) |
EP (1) | EP1866498B1 (en) |
CN (1) | CN101151426B (en) |
AU (1) | AU2006230984B2 (en) |
DE (1) | DE102005016175A1 (en) |
DK (1) | DK1866498T3 (en) |
NO (1) | NO340234B1 (en) |
RU (1) | RU2317379C2 (en) |
WO (1) | WO2006105826A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10280615B2 (en) | 2016-05-11 | 2019-05-07 | Ispan Systems Lp | Concrete formwork steel stud and system |
Families Citing this family (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8056303B2 (en) * | 2009-05-06 | 2011-11-15 | Frobosilo Raymond C | Non load-bearing metal wall stud having increased strength |
WO2011020093A2 (en) * | 2009-08-14 | 2011-02-17 | Dmfcwbs, Llc | Improved structural framing member |
WO2011116409A1 (en) * | 2010-03-24 | 2011-09-29 | Peer Intellectual Properties Pty Ltd | A sound attenuation stud |
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2006
- 2006-02-15 US US11/887,798 patent/US20090126315A1/en not_active Abandoned
- 2006-02-15 CN CN2006800107375A patent/CN101151426B/en not_active Expired - Fee Related
- 2006-02-15 EP EP06706956.7A patent/EP1866498B1/en active Active
- 2006-02-15 AU AU2006230984A patent/AU2006230984B2/en not_active Ceased
- 2006-02-15 WO PCT/EP2006/001352 patent/WO2006105826A1/en active Application Filing
- 2006-02-15 DK DK06706956.7T patent/DK1866498T3/en active
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2007
- 2007-11-06 NO NO20075667A patent/NO340234B1/en not_active IP Right Cessation
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Also Published As
Publication number | Publication date |
---|---|
RU2317379C2 (en) | 2008-02-20 |
EP1866498B1 (en) | 2020-05-27 |
CN101151426B (en) | 2010-08-25 |
WO2006105826A1 (en) | 2006-10-12 |
EP1866498A1 (en) | 2007-12-19 |
US20090126315A1 (en) | 2009-05-21 |
CN101151426A (en) | 2008-03-26 |
RU2005124565A (en) | 2007-02-10 |
DK1866498T3 (en) | 2020-08-17 |
NO340234B1 (en) | 2017-03-27 |
AU2006230984B2 (en) | 2010-10-28 |
NO20075667L (en) | 2007-11-06 |
AU2006230984A1 (en) | 2006-10-12 |
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