EP2015879A1 - Fastening element for dry construction elements, and method for the production of such a fastening element - Google Patents
Fastening element for dry construction elements, and method for the production of such a fastening elementInfo
- Publication number
- EP2015879A1 EP2015879A1 EP07724828A EP07724828A EP2015879A1 EP 2015879 A1 EP2015879 A1 EP 2015879A1 EP 07724828 A EP07724828 A EP 07724828A EP 07724828 A EP07724828 A EP 07724828A EP 2015879 A1 EP2015879 A1 EP 2015879A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- sheet material
- fastening element
- teeth
- recesses
- element according
- 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.)
- Granted
Links
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 12
- 238000000034 method Methods 0.000 title claims abstract description 11
- 238000010276 construction Methods 0.000 title claims description 8
- 239000007769 metal material Substances 0.000 claims abstract description 9
- 239000000463 material Substances 0.000 claims description 89
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 239000002184 metal Substances 0.000 description 5
- 125000006850 spacer group Chemical group 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011324 bead Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000010432 diamond Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000001747 exhibiting effect Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D—WORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D13/00—Corrugating sheet metal, rods or profiles; Bending sheet metal, rods or profiles into wave form
- B21D13/04—Corrugating sheet metal, rods or profiles; Bending sheet metal, rods or profiles into wave form by rolling
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D—WORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D13/00—Corrugating sheet metal, rods or profiles; Bending sheet metal, rods or profiles into wave form
- B21D13/10—Corrugating sheet metal, rods or profiles; Bending sheet metal, rods or profiles into wave form into a peculiar profiling shape
-
- 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
- E04B2/7453—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 with panels and support posts, extending from floor to ceiling
- E04B2/7457—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 with panels and support posts, extending from floor to ceiling with wallboards attached to the outer faces of the posts, parallel to the partition
-
- 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
- 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
- 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
-
- 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
- Y10T29/49544—Roller making
- Y10T29/4956—Fabricating and shaping roller work contacting surface element
- Y10T29/49561—Fabricating and shaping roller work contacting surface element toothed roller
-
- 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
Definitions
- the present invention relates to a fastener for drywall components and a method of making such a fastener.
- corrugated board made of metal with two perpendicularly crossing corrugations is known.
- the corrugations form a depression on one side of the corrugated board and an elevation on the other side.
- a band-shaped metal is passed between rollers having two teeth.
- EP 0674 551 Bl Another surveys and depressions exhibiting sheet material is known from EP 0674 551 Bl, which is a method for
- Fasteners for components of drywall are regularly fixed with screws, which are screwed into or through the sheet material. If the fastener is flat at the point of insertion, the exact positioning of the screws is not always unproblematic, since the screws during insertion, which normally happens with the cordless screwdriver, can slip away. However, the provision of a known from the prior art wavy region alone would not lead to an optimal handling of the fastener.
- Object of the present invention is therefore, a
- Fixing element for components of the drywall which can be mounted very easily, and to provide a method for producing such a fastener.
- a fixing element for components of the dry construction which comprises a sheet material having at least one connecting portion, wherein the sheet material is provided in the region of at least one connecting portion with a plurality of wells, wherein the depressions are formed by deformed portions of the sheet material, so in that the depressions on one side of the sheet metal material form elevations on the opposite side of the sheet material, wherein the depressions are each surrounded at least partially by sliding relative to an imaginary center line of the sheet material inclined sliding surfaces for to be introduced into or through the connecting portion connecting means.
- the sliding surfaces allow a particularly simple fixing of the fastener. If screws are used for this, they can slide due to the action of the sliding surfaces in the next recess and screwed there. In this way, the screws can always be used at precisely defined positions, without incurring additional expense.
- Screws can be used particularly easily if the sliding surfaces each occupy an angle of inclination of more than 5 °, in particular of more than 7 ° to the imaginary center line of the sheet material.
- the sheet material in the at least one connecting portion apart from the depressions and / or elevations, no parallel to the imaginary center line of the sheet material surface.
- the center distance between the individual wells is between three times and ten times the material thickness of the sheet material, in particular between four times and six times the material thickness of the sheet material.
- Material thickness means the thickness of the sheet material itself, ie without consideration of elevations and depressions. At the same time a good mountability of the fastener and high stability values are achieved.
- the elevations and the depressions are provided on both sides of the sheet material.
- a high stability with good mountability is also promoted by the fact that the elevations have a height between 0.8 and 1.4 times the material thickness of the sheet material, measured from the imaginary center line of the sheet material, and / or if the Recesses have a depth between 0.3 times and 2.0 times, in particular between 0.3 times and 1.0 times the material thickness of the sheet material, measured from the outer envelope surface of the sheet material having.
- the outer envelope is formed by the highest points of the surveys.
- the material thickness of the sheet material is between 0.2 mm and 2.0 mm, in particular between 0.3 mm and 0.8 mm, preferably between 0.4 mm and 0.7 mm.
- the total height of the deformed sheet material in the connecting section is between twice and three times the material thickness of the sheet material.
- the total height is measured, in contrast to the material thickness, taking into account the possibly provided on both sides surveys.
- the fastening element can be designed in particular as a C profile, U profile, L profile, top hat profile, T profile or Z profile.
- the object underlying the invention is also achieved by a method for producing a fastener according to the invention, in which a substantially planar sheet material having by one of a first teeth
- Upper roll and a second teeth having lower roll formed Gap is passed to form the recesses and protrusions and the inclined sliding surfaces.
- top rollers or bottom rollers are also particularly simple and inexpensive to produce, since the individual toothed discs can be processed separately and are joined together at the end to form the top or bottom roller.
- the toothed disks have a row of the first and second teeth on their peripheral side.
- the teeth each have four straight flanks, which are inclined in particular between 25 ° and 35 °, preferably by 30 ° to a median plane of the disc.
- Teeth of the upper roller and the second teeth of the lower roller engage with each other and / or upper roller and lower roller are arranged such that each one of the first teeth in the middle of a gap between each two of the second teeth protrudes.
- Fig. Ia a perspective view of a fastener according to the invention according to a first embodiment
- Fig. Ib an enlarged view of a cross section through a part of the connecting portion of the fastener of Fig. Ia;
- FIG. 3 shows a fastener according to the invention according to a further embodiment
- Fig. 5a a schematic representation of an inventive
- Fig. 5b an enlarged detail of Fig. 5a; 6a: a schematic representation of a toothed disc of the upper roller or lower roller in plan view,
- Fig. 6b the toothed disc of Fig. 6a in section
- Fig. 7a a schematic representation of another toothed
- Fig. 7b the toothed disc of Fig. 7a in section
- Fig. 8a-c enlarged details of the individual teeth of the toothed
- Fig. 9a is a schematic simplified representation of the arrangement of the individual toothed discs of the upper roller and the lower roller;
- Fig. 9b an enlarged detail of Fig. 9a.
- the fastening elements 1, 1, 1" are.
- the leg sections 3, which each form a fastening flange, extend essentially perpendicular to the bottom section 2.
- leg sections 3 each have at their outer ends bent-over, inwardly facing strips 4, which form supporting edges.
- fasteners 1, 1 ' are also referred to as C-Prof ⁇ l.
- the fastening element 1 "shown in Figure 3, which has no bent strips at the outer ends of the leg portions 3, is a so-called U-profile.
- the described fastening elements 1, 1 ', 1 can be used in dry construction as a supporting construction, for example in the construction of partitions, suspended ceilings, etc.
- the illustrated fastening elements 1, 1 ', 1 consist of metal, in particular galvanized sheet steel and are brought by forming from a substantially planar sheet material in the illustrated spatial shapes of the fasteners 1, 1', 1".
- the sheet material of the fastening elements 1, 1 ', 1 has in each case at least one connecting section 5.
- the two leg sections 3 are designed as connecting sections 5 and this area provided with a plurality of recesses 6, which are formed by deformed portions of the sheet material.
- the fastening element 1 "shown in FIG. 3 on the other hand, not only the leg sections 3 but also the bottom section 2 have such depressions 6.
- FIG. 1 b shows an enlarged partial section through the sheet metal material of the fastening element 1 shown in FIG. 1 a in the region of a connecting section 5.
- FIG. 1 b shows an enlarged partial section through the sheet metal material of the fastening element 1 shown in FIG. 1 a in the region of a connecting section 5.
- FIGS. 2 and 3 there are no differences from the fastening elements 1 'and 1 "illustrated in FIGS. 2 and 3.
- FIG the depressions 6 are formed by deformed regions of the sheet material, wherein the depressions 6 on one side of the sheet material form elevations 7 on the opposite side of the sheet material.
- the recesses 6 are each surrounded at least partially by relative to an imaginary center line M of the sheet material inclined sliding surfaces 9 for in or through the connecting portion 5 to be introduced connecting means.
- the sliding surfaces 9 in this case have an angle of inclination N of more than 5 degrees, in particular of more than 7 Degrees to the imaginary center line M of the sheet material.
- regions which lead to the respective depression 6 form around the depression 6. Screws can therefore, as described in more detail below, slide on the sliding surfaces 9 to the recesses 6.
- FIG. 1b It can also be clearly seen in FIG. 1b that the elevations 7 and the depressions 6 are formed on both sides of the sheet material.
- the elevations 7 are symbolized by small circles and the depressions 6 by small diamonds.
- the center distance A between the individual depressions 6 is preferably between three times and ten times the material thickness S of the sheet material, in particular between four times and six times the material thickness S. If the depressions 6 are formed on both sides of the connecting portion 5, as illustrated, Thus, the center distance A is used in each case between adjacent recesses 6, regardless of on which side of the sheet material, the respective recess 6 is formed.
- the elevations 7 preferably have a height H between 0.8 times and 1.4 times the material thickness S of the sheet material, measured from the imaginary center line M of the sheet material.
- these have a depth T between 0.3 times and 2.0 times, in particular between 0.3 times and 1.0 times, the material thickness S of the sheet material, measured from the outer envelope surface F of the sheet material having.
- the outer envelope surface F is formed by the highest points of the respective elevations 7.
- the material thickness S of the sheet material is advantageously between 0.2 mm and 1.0 mm, in particular between 0.3 mm and 0.8 mm, preferably between 0.4 mm and 0.7 mm.
- the depressions 6 and elevations 7 have a stabilizing effect.
- the fastener has a much higher load capacity with the same material thickness compared with conventional fasteners. This makes it possible to reduce the material thickness S of the sheet material and thus also the production costs and still achieve a high load capacity.
- the recesses 6 and elevations 7 are formed so that the total height of the deformed sheet material in the
- Connecting portion 5 is between twice and three times the material thickness S of the sheet material.
- FIG. 4a, 4b and 4c illustrate the advantageous effect of the sliding surfaces 9.
- a screw 10 of which only the tip is shown, placed on the connecting portion, this slides due to the action of the inclined sliding surfaces. 9 in a simple way to the nearest well 6 and comes here to lie in a well-defined position. This is shown in Fig. 4b.
- the screw 10 can be screwed with its tip in the continuous sheet material (Fig. 4c).
- the recess 6 prevents that the screw 10 slips when screwing. In this way, screws 10 can be screwed into the connecting section 5 particularly quickly and nevertheless accurately.
- a substantially flat sheet metal material 15 is passed through a nip formed by a first teeth 11 and a lower roll 14 having second teeth 13. This is good in FIG Figure 5b shown enlarged
- the correspondingly processed sheet material 15 can then be transformed into subsequent steps, not shown, for. B. to a C-profile shown in Figures Ia and 2 or to the U-profile shown in Figure 3.
- the top roller 12 and the bottom roller 14 each have a plurality of juxtaposed toothed discs 16, 17, which are shown in more detail in FIGS. 6a, 6b, 7a, 7b and 8a-c.
- Each of the toothed discs 16, 17 has on its outside a number of uniformly distributed over the circumference arranged teeth.
- Each tooth has a flat, substantially square tooth tip 18, the side length of the square being 0.4 mm in the illustrated embodiment.
- each tooth has four flat flanks 19, wherein the angle between two opposite flanks in the illustrated embodiment is about 60 ° degrees (see Figures 8a and 8c). Accordingly, the angle between the flanks 19 and the median plane M of the toothed discs 16, 17 is 30 degrees.
- the toothed discs 16 and 17 each have in their center a cavity 20 for receiving a drive shaft, not shown. To produce a positive connection between the drive shaft and the toothed discs 16, 17 are formed in this keyways 21.
- the toothed disks 16, 17 shown in FIGS. 6a and 7a are substantially identical to one another. However, there is a difference in that the teeth provided on the circumference are offset from each other by half a tooth pitch relative to the keyway 21 formed in the cavity 20.
- FIG. 9a illustrates schematically how the individual toothed discs 16, 17 are joined together to form the respective top roller 12 and bottom roller 14, respectively.
- the upper roller 12 and the lower roller 14 also have a plurality of spacers D. These allow the sheet material between Upper and lower rollers 12, 14 pass without the sheet material is deformed in the areas formed by the spacers.
- the top roller 12 and the bottom roller 14 are each through
- the toothed discs 16, 17 of the top roller 12 are arranged to the toothed discs 16, 17 of the lower roller 14 without axial displacement. Accordingly, the tooth tips of the toothed discs 16, 17 of the upper roller 12 each protrude into the middle of the interdental space between two teeth of the toothed discs 16, 17 of the lower roller 14.
Abstract
Description
Claims
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SI200730422T SI2015879T1 (en) | 2006-05-08 | 2007-05-03 | Fastening element for dry construction elements, and method for the production of such a fastening element |
PL07724828T PL2015879T3 (en) | 2006-05-08 | 2007-05-03 | Fastening element for dry construction elements, and method for the production of such a fastening element |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102006021556A DE102006021556A1 (en) | 2006-05-08 | 2006-05-08 | Fixing element for a dry construction comprises recesses each partially surrounded by sliding surfaces which are inclined relative to the imaginary middle line of a sheet metal material |
PCT/EP2007/003902 WO2007128490A1 (en) | 2006-05-08 | 2007-05-03 | Fastening element for dry construction elements, and method for the production of such a fastening element |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2015879A1 true EP2015879A1 (en) | 2009-01-21 |
EP2015879B1 EP2015879B1 (en) | 2010-08-25 |
Family
ID=38219828
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP07724828A Active EP2015879B1 (en) | 2006-05-08 | 2007-05-03 | Fastening element for dry construction elements, and method for the production of such a fastening element |
Country Status (19)
Country | Link |
---|---|
US (2) | US8028495B2 (en) |
EP (1) | EP2015879B1 (en) |
JP (1) | JP2009536098A (en) |
CN (1) | CN101437633B (en) |
AT (1) | ATE478742T1 (en) |
CA (1) | CA2650885C (en) |
DE (2) | DE102006021556A1 (en) |
DK (1) | DK2015879T3 (en) |
EA (1) | EA014036B1 (en) |
ES (1) | ES2351770T3 (en) |
HR (1) | HRP20100643T1 (en) |
IL (1) | IL195023A (en) |
ME (1) | ME00388B (en) |
PL (1) | PL2015879T3 (en) |
PT (1) | PT2015879E (en) |
RS (1) | RS51520B (en) |
SI (1) | SI2015879T1 (en) |
UA (1) | UA95633C2 (en) |
WO (1) | WO2007128490A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021233511A1 (en) | 2020-05-22 | 2021-11-25 | Knauf Gips Kg | Dry-construction stud and dry-construction wall with a dry-construction stud |
Families Citing this family (18)
Publication number | Priority date | Publication date | Assignee | Title |
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FR2939339B1 (en) * | 2008-12-04 | 2011-03-18 | Air Liquide | METHOD AND DEVICE FOR MANUFACTURING A STRUCTURAL TRAP WAVE, AND APPARATUS FOR PROCESSING FLUIDS THEREFOR |
DE102009033916A1 (en) * | 2009-07-20 | 2011-01-27 | Saint-Gobain Rigips Austria Gesmbh | Stand element and system for the construction of partitions |
WO2011020093A2 (en) | 2009-08-14 | 2011-02-17 | Dmfcwbs, Llc | Improved structural framing member |
US20120328896A1 (en) * | 2010-03-02 | 2012-12-27 | Anil Krishna KAR | Reinforcing bar and method for manufacturing the same |
USD751222S1 (en) | 2010-08-16 | 2016-03-08 | Clarkwestern Dietrich Building Systems Llc | Framing member |
USD751733S1 (en) | 2010-08-16 | 2016-03-15 | Clark Western Dietrich Building Systems Llc | Framing member |
EP2670925B1 (en) * | 2011-01-31 | 2015-09-30 | Proceso Ramos | A fire protection system for wide flange steel columns and beams |
CN103187217B (en) * | 2011-12-27 | 2015-11-25 | 清华大学 | Carbon nano-tube emitter |
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 |
DE102014104542A1 (en) * | 2014-03-31 | 2015-10-01 | Flexuk Gbr | Fixing device for drywall |
DK3188853T3 (en) * | 2014-09-05 | 2021-02-01 | Hadley Industries Overseas Holdings Ltd | PROFILES |
EP3081708B1 (en) | 2015-04-18 | 2020-09-02 | HALFEN GmbH | Anchor rail for anchoring in concrete |
EP3081706B1 (en) * | 2015-04-18 | 2020-03-25 | HALFEN GmbH | Anchor rail for anchoring in concrete |
RU178814U1 (en) * | 2016-06-08 | 2018-04-19 | Общество с ограниченной ответственностью "КрепИмпорт" | Bent profile |
EP3529426B1 (en) * | 2016-10-17 | 2021-02-24 | Burkhart Schurig | Wall construction system comprising drywall construction combination profiled sections, and method for constructing a wall |
PL3401454T3 (en) * | 2017-05-08 | 2022-12-27 | Leviat GmbH | Fixing rail and concrete component with a fixing rail |
EP4194636A1 (en) * | 2017-05-24 | 2023-06-14 | Saint-Gobain Placo | A corrugated construction element |
IT201800004060A1 (en) * | 2018-03-29 | 2019-09-29 | Eclisse Srl | METHOD FOR OBTAINING A VERTICAL OR HORIZONTAL PROFILE FOR THE INTERCONNECTION TO PLASTERBOARD WALLS AND THE RELATIVE METHOD FOR OBTAINING IT |
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US2664179A (en) * | 1949-04-27 | 1953-12-29 | Jacob M Gwynne | Nailable metal structural member |
US2706315A (en) * | 1949-06-11 | 1955-04-19 | Manley R Price | Wall or ceiling treatment |
US3129792A (en) * | 1960-08-31 | 1964-04-21 | Jacob M Gwynne | Nailable metal structural members |
US3243930A (en) * | 1962-05-29 | 1966-04-05 | Nat Gypsum Co | Corrugated sheet metal structural members |
AT250144B (en) * | 1963-03-19 | 1966-10-25 | Voest Ag | Sheet steel, in particular for the production of profiles, tubes and composite structures |
DE1962222U (en) * | 1967-04-18 | 1967-06-15 | Mannesmann Ag | CORRUGATED METAL BOARD. |
GB2095595B (en) * | 1981-03-26 | 1985-10-02 | Sections & Profiles H & E Ltd | Sheet material and method of producing formations in continuously processed material |
SE459672B (en) * | 1987-02-16 | 1989-07-24 | Plannja Ab | PROFILED PLATE FOR BUILDING END |
GB2272662C (en) * | 1992-11-21 | 2007-05-08 | Hadley Ind Plc | Sheet material, method of producing same and rolls for use in the method |
GB9526416D0 (en) * | 1995-12-22 | 1996-02-21 | Midland Ind Holdings Ltd | Structural profile |
GB2311949A (en) | 1996-03-26 | 1997-10-15 | Hadley Ind Plc | Rigid thin sheet material |
US6722098B2 (en) * | 2002-02-21 | 2004-04-20 | Worthington Armstrong Venture | Beam for drywall ceiling |
US20090249743A1 (en) * | 2006-01-17 | 2009-10-08 | Bodnar Ernest R | Stud with lengthwise indented grooves, and with intervening planar surfaces, and method |
US20090223167A1 (en) * | 2008-02-28 | 2009-09-10 | Anderson Jeffrey A | Pierced drywall stud |
-
2006
- 2006-05-08 DE DE102006021556A patent/DE102006021556A1/en not_active Withdrawn
-
2007
- 2007-05-03 UA UAA200813463A patent/UA95633C2/en unknown
- 2007-05-03 SI SI200730422T patent/SI2015879T1/en unknown
- 2007-05-03 WO PCT/EP2007/003902 patent/WO2007128490A1/en active Application Filing
- 2007-05-03 PL PL07724828T patent/PL2015879T3/en unknown
- 2007-05-03 PT PT07724828T patent/PT2015879E/en unknown
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2021233511A1 (en) | 2020-05-22 | 2021-11-25 | Knauf Gips Kg | Dry-construction stud and dry-construction wall with a dry-construction stud |
Also Published As
Publication number | Publication date |
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IL195023A (en) | 2013-10-31 |
CN101437633A (en) | 2009-05-20 |
ATE478742T1 (en) | 2010-09-15 |
CA2650885A1 (en) | 2007-11-15 |
MEP61708A (en) | 2011-05-10 |
PT2015879E (en) | 2010-11-29 |
US20090090081A1 (en) | 2009-04-09 |
CN101437633B (en) | 2011-06-22 |
SI2015879T1 (en) | 2010-12-31 |
US8028495B2 (en) | 2011-10-04 |
DE502007004866D1 (en) | 2010-10-07 |
DK2015879T3 (en) | 2011-01-03 |
EP2015879B1 (en) | 2010-08-25 |
US20110296897A1 (en) | 2011-12-08 |
ES2351770T3 (en) | 2011-02-10 |
US8176633B2 (en) | 2012-05-15 |
EA014036B1 (en) | 2010-08-30 |
PL2015879T3 (en) | 2011-02-28 |
HRP20100643T1 (en) | 2010-12-31 |
CA2650885C (en) | 2013-01-08 |
UA95633C2 (en) | 2011-08-25 |
DE102006021556A1 (en) | 2007-07-26 |
IL195023A0 (en) | 2009-08-03 |
EA200802292A1 (en) | 2009-06-30 |
WO2007128490A1 (en) | 2007-11-15 |
ME00388B (en) | 2011-10-10 |
JP2009536098A (en) | 2009-10-08 |
RS51520B (en) | 2011-06-30 |
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