EP3164551B1 - Befestigungssystem und verfahren für solch ein system - Google Patents

Befestigungssystem und verfahren für solch ein system Download PDF

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Publication number
EP3164551B1
EP3164551B1 EP15814426.1A EP15814426A EP3164551B1 EP 3164551 B1 EP3164551 B1 EP 3164551B1 EP 15814426 A EP15814426 A EP 15814426A EP 3164551 B1 EP3164551 B1 EP 3164551B1
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EP
European Patent Office
Prior art keywords
fastening means
profile rail
flange portion
flange
structural element
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.)
Active
Application number
EP15814426.1A
Other languages
English (en)
French (fr)
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EP3164551A1 (de
EP3164551C0 (de
EP3164551A4 (de
Inventor
Patrick Johansson
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ATRICON AB
Original Assignee
Atricon AB
Priority date (The priority date 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 date listed.)
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Publication date
Application filed by Atricon AB filed Critical Atricon AB
Priority to EP23209455.7A priority Critical patent/EP4296447A1/de
Publication of EP3164551A1 publication Critical patent/EP3164551A1/de
Publication of EP3164551A4 publication Critical patent/EP3164551A4/de
Application granted granted Critical
Publication of EP3164551B1 publication Critical patent/EP3164551B1/de
Publication of EP3164551C0 publication Critical patent/EP3164551C0/de
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Anticipated expiration legal-status Critical

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Classifications

    • 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
    • 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
    • E04B2/766—T-connections
    • E04B2/767—Connections between wall studs and upper or lower locating rails
    • 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
    • E04B2002/7461—Details of connection of sheet panels to frame or posts
    • E04B2002/7462—Details of connection of sheet panels to frame or posts using resilient connectors, e.g. clips
    • E04B2002/7464—Details of connection of sheet panels to frame or posts using resilient connectors, e.g. clips clasping a flange of a profile
    • 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
    • E04B2002/7461—Details of connection of sheet panels to frame or posts
    • E04B2002/7477—Details of connections using screws or nails

Definitions

  • the nail can rotate when loads are applied to the profile rails, which implies that it is mainly the axial locking mechanism of the nail that holds the profile rails together.
  • Another object is to increase the strength of the nailed joint by obtaining a buckling load instead of an axial tensile load in the nailed joint.
  • Another object is to enable the use of electric or pneumatic nailing tools also when nailing heavy-gauge profile rails.
  • the fastening system according to the invention has the features of claim 1.
  • the first fastening means portion forms an attachment point for the nail of the nailed joint, which allows a nailed joint to be formed between the structural element and the profile rail substantially independently of the characteristics of the profile rail.
  • the profile rail is made of folded or bent sheet metal, the invention allows the profile rail to be designed with a reduced material thickness, which is an advantage from environmental, ergonomic and cost point of view.
  • profile rails to be designed from materials which normally do not allow nailed joints, e.g. profile rails formed from polymeric materials or laminated profile rails formed from layers of fibrous materials, e.g. cellulose fibers.
  • the first fastening means portion supports the first flange portion of the profile rail and resists folding of the flange portion inwards when the nail penetrates it. This supporting function is enhanced since the connecting portion of the fastening means that extends between the fastening means portions of the fastening means conveys forces from the flange portion of the profile rail through which the nail is driven to the opposite flange portion thereof.
  • each set of apertures comprises a first aperture disposed in the web portion in close connection or at least close proximity to the first flange portion, a second aperture disposed in the first reinforcement portion in close connection or close proximity to the first flange portion, a third aperture disposed in the web portion in close connection or close proximity to the second flange portion, and a fourth aperture disposed in the second reinforcement portion in close connection or close proximity to the second flange portion.
  • said at least fastening means comprises a first flange portion, a second flange portion and web portion interconnecting the flange portions, said flange portions of the fastening means being substantially planar and substantially mutually parallel, and that said web portion of the fastening means is substantially planar and extends substantially orthogonally between the flange portions of the fastening means portions so that the fastening means exhibits substantially a U-shape, wherein said at least one fastening means is intended to be mounted in the profile rail by being inserted into said apertures.
  • the fastening means is formed from folded or bent steel plate having a thickness in the range of 0.7-1.5 mm.
  • first, vertical profile rail is to be connected to a second, horizontal profile rail, as is the case in a framework designed using lightweight construction technology, it may be advantageous to position the fastening means inside the first profile rail at the lower end thereof, so that the fastening means is caused to support the inside of the flange portions of the first profile rail, whereupon the first profile rail, with mounted fastening means, is positioned in the second profile rail so that the outsides of the flange portions of the first profile rail are caused to abut against the inside of the flange portions of the second profile rail.
  • the fastening means portions of the fastening means will prevent the flange portions of the first profile rail from being folded backwards when the nails penetrate them.
  • the supporting means furthermore prevents the nail from rotating when the profile rails are loaded, since the profile rail being loaded, i.e. the vertical, first profile rail, is fixed between the second, horizontal profile rail and the fastening means.
  • the fastening means In order to further prevent rotation of the nail, it may be advantageous to design the fastening means with a connecting portion that abuts against the web portion of the horizontal profile rail.
  • the fastening means can then be attached to the joists upon which the horizontal profile rail rests by driving one or several nails through the connecting portion, the web portion of the horizontal profile rail and into the joists.
  • the fastening means will then also serve as a pressure-equalizing washer for the attachment to the joists while simultaneously securing the horizontal profile rail to the joists.
  • the two nails will then together form a nailed joint connecting the profile rails to each other, and the fastening means will still support the flange portion of the vertical profile rail and prevent this portion from folding when the first nail penetrates it.
  • the application of the second nail should be made at a position where the flange portion of the horizontal profile rail does not overlap the flange portion of the vertical profile rail, but where the fastening means portion of the fastening means is disposed behind the flange portion of the vertical profile rail.
  • the profile rail 3 exhibits a folded or angled reinforcement portion 11, 12 that extends back toward the opposite flange portion and that is substantially parallel to the web portion 10.
  • the reinforcement portions 11, 12, which contribute to giving the profile rail 3 its C-shaped cross-section (see Figures 3-6 ), are adapted to increase the ability of the profile rail 3 to receive vertical loads in a known manner. If the profile rail 3 is formed from steel plate, the profile rail 3 can be folded or bent along parallel folding or bending lines in a known manner to form the flange, web and reinforcement portions.
  • the profile rail 3 exhibits a plurality of sets or arrays of apertures 13-16, which are disposed at predetermined positions along the profile rail 3.
  • the apertures in each set of apertures 13-16 are arranged on a level with each other as viewed in the longitudinal direction of the profile rail 3.
  • the sets of apertures13-16 are preferably placed at regular intervals along the length of the profile rail 3, e.g. with a spacing in the range of 10-100 cm.
  • the web portion 24 has a length corresponding to the distance between the apertures 17 and 19, i.e. a length that is slightly smaller than the distance between the flange portions 8 and 9 of the profile rail 3.
  • the fastening means portions 22 and 23 have a length that is slightly longer than the width of the flange portions 8 and 9.
  • the fastening means portions 22 and 23 further have a width that is slightly smaller than the length of the apertures 17-20.
  • the fastening means portions 22 and 24 have a thickness that is slightly smaller than the width of the apertures 17-20.
  • a desired number of fastening means 21 are inserted into the apertures 17-20 at desired positions along the profile rail 3. If the fastening means 21 is inserted from the web side of the profile rail 3, as shown in Figures 3 and 4 , the free ends of the fastening means portions 22 and 23 of the fastening means 21 are first passed through the apertures 17 and 19, respectively, and then in through the apertures 18 and 20, respectively, so that the web portion 24 of the fastening means 21 is caused to abut against the web portion 10 of the profile rail 3, or is at least brought into close proximity to the web portion 10.
  • the wall panel 5 When the desired number of fastening means 21 have been mounted in the profile rail 3, the wall panel 5 is brought into a desired position against the profile rail 3, as shown in Figure 7 , whereupon a nail 27 is driven through the wall panel 5, the flange portion 8 of the profile rail 3 and the fastening means portion 22 of the fastening means 21, as shown in Figure 8 .
  • This step is repeated at each position where a fastening means 21 is mounted in the profile rail 3, wherein the wall panel 5 is connected to the profile rail 3 by means of a nailed joint formed by said nails 27.
  • Figure 9 shows the nailed joint in a case where the fastening means 21 has been mounted on the profile rail 3 from the opening side of the profile rail 3.
  • the fastening means 21 makes it possible to design the profile rail 3, or at least the flange portion 8, with a relatively thin material thickness. If the profile rail 3 is formed from a steel plate, this constitutes a considerable advantage, since it enables the profile rail 3 to be formed from a steel plate which by itself cannot form a joint with a nail. This enables a considerable saving, since the material consumption, i.e. weight of steel per meter length of profile rail, can be drastically reduced. Furthermore, this enables an improvement from a purely ergonomic point of view, since the profile rail will be lighter and therefore easier to handle.
  • the fastening means portion 22 of the fastening means 21 forms a fastener for the nail 27, wherein said fastener enables the formation of a nailed joint between a structural element and a profile rail which by itself cannot provide a sufficient hold for the nails.
  • said nails 27 are so-called ballistic nails, which are driven through the wall panel 5, the flange portion 8 of the profile rail 3 and the fastening means portion 22 of the fastening means 21 with a tool designed for the purpose, e.g. a nail gun.
  • the quality of the nailed joint is dependent on the number of fastening means 21 and their mutual position in the profile rail 3.
  • the number of fastening means 21 and their positions are advantageously adapted to the board-shaped structural element which is to be attached to the profile rail 3.
  • a heavy structural element may e.g. require a larger number of attachment points than a light one, and accordingly, it may be advantageous to use relatively many and closely spaced fastening means for such a structural element.
  • the second fastening means portion 23 of the fastening means 21 may constitute a fastener during the formation of a corresponding nailed joint with a structural element at the second flange portion 9 of the profile rail, wherein said structural element may, for example, be constituted by the support upon which the wall structure formed by the wall panel 5 is to be mounted.
  • the fastening means 21 in addition to forming fasteners for the nails, also contribute to increasing the bending resistance of the profile rail 3, both in its longitudinal direction and in its transverse direction.
  • the web portions 24 of the fastening means 21 especially contribute to reducing the buckling or bending tendency of the web portion 10 of the profile rail 3, whereas the fastening means portions 22 and 23 of the fastening means 21 contribute to reducing the buckling or bending tendency of the flange portions 8 and 9 of the profile rail 3.
  • Figure 10 shows an alternative embodiment of a fastening means 28 in the form of a flange reinforcer, wherein said fastening means 28 is substantially similar to the above-described fastening means 21, but exhibits substantially planar supporting sections 29, 30 projecting from the long sides of the fastening means portions 22, 23 and forming a predetermined angle ⁇ therewith.
  • This predetermined angle ⁇ may e.g. be in the range of 5-10 degrees.
  • the fastening means 28 is mounted in the profile rail 3 in substantially the same manner as the above-described fastening means 21, but with the addition that the fastening means portions 22 and 23 are pressed against each other before the mounting so that the free edges of the supporting sections 29 can be brought into the apertures 17 and 19 of the profile rail 3.
  • FIG 11 shows the fastening means 28 mounted in the profile rail 3.
  • the fastening means 28 has recovered its original shape after having been inserted into the apertures 17-20.
  • the installer moves the structural element 5 which is to be attached to the profile rail 3 against the flange portion 8.
  • the structural element 5 does not get in direct contact with the adhesive 31 at this stage, but can be positioned into the desired position, both in the height direction and laterally, without the adhesive 31 contacting and sticking to the structural element 5.
  • the installer applies a pressure load to the structural element 5 so that the supporting sections 29, 30 yield and bend backwards, wherein the structural element 5 is allowed to contact and stick to the adhesive 31, as shown in Figure 12 .
  • the fastening means 28 is elastically deformable to an extent sufficient, on the one hand, to allow mounting in the profile rail 3, and, on the other hand, to allow the installer to push the supporting sections backwards, but sufficiently rigid to enable the supporting sections 29 to provide a sufficient support during the positioning of the structural element 5.
  • a nail 27 is driven through the structural element 5, the flange portion 8 of the profile rail 3 and the fastening means portion 22 of the fastening means 21, as described previously and shown in Figure 12 .
  • the fastening means 28 thus enables a combined adhesive and nailed joint to be formed in a simple manner.
  • the use of the adhesive means that the number of nails can be reduced, which may be advantageous in those cases where penetrations of the structural element are to be avoided, at the same time as the nails 27 secure the structural element 5 in the desired position until the adhesive dries or sets.
  • FIGS 13 and 14 show a further embodiment of a fastening means 32, which in this case has the form of a so-called end stiffener.
  • the fastening means 32 comprises a first, forward fastening means portion 33, a second, rearward fastening means portion 34 and a side wall portion 35 interconnecting the fastening means portions 33, 34.
  • the fastening means portions 33, 34 are substantially planar and are substantially mutually parallel.
  • the side wall portion 35 is substantially planar and extends substantially orthogonally between the fastening means portions 33, 34.
  • the fastening means 32 also comprises a bottom portion 36, which is substantially orthogonal to both the fastening means portions 33, 34 and the side wall portion 35.
  • the fastening means 32 comprises a supporting portion 37, which extends between the fastening means portions 33 and 34 substantially in parallel to the side wall portion 35.
  • the fastening means 32 generally has a rectangular shape, and has a length and width enabling it to be mounted with an exact fit in a profile rail 3 by being inserted into the end of the profile rail 3, as shown in Figure 13 .
  • the fastening means portions 33 and 34 thereof will abut against, or at least be in close proximity to, the flange portions 8 and 9, respectively, of the profile rail 3.
  • first fastening means portion 33 of the fastening means 32 will abut against, or at least be in close proximity to, the internal surface 26 of the flange portion 8 of the profile rail 3, and the second fastening means portion 34 of the fastening means 32 will, in a corresponding manner, abut against, or at least be in close proximity to the internal surface 26 of the flange portion 9 of the profile rail 3, as shown in Figure 14 .
  • a structural element (not shown) can be placed on the flange portion 8 and be connected to the profile rail 3 in the same manner as described above, i.e.
  • flange portion 8 and the fastening means portion 33, the supporting portion 37, and also the side wall portion 35 and bottom portion 36, contribute to the fastening means portion 33 being maintained in its position and not being pushed or folded backwards by the force from the penetrating nail.
  • the bottom portion 36 allows the fastening means 32 to be attached, by means of a nailed joint or screw joint, to the support on which the profile rail 3 rests.
  • the fastening system according to the invention can also be used for attaching two profile rails to each other. This may be of interest when a vertical profile rail is to be connected to a horizontal profile rail, e.g. to form the type of frame system 4 or framework shown in Figure 1 .
  • the method comprises the step of inserting the fastening means 32 into the profile rail 3 so that the fastening means portions 33 and 34 thereof are caused to abut against, or at least be in close proximity to, the flange portions 8 and 9, respectively, of the profile rail 3, as shown in Figures 13 and 14 .
  • the vertical profile rail 3 with the mounted fastening means 32 is placed in the horizontal profile rail 2 so that the flange portions 8, 9 of the profile rail 3 are caused to abut against corresponding flange portions 38, 39 of the profile rail 2, as shown in Figures 15 and 16 .
  • the vertical profile rail 3 has a C-shaped cross-section in order to increase the ability of the profile rail 3 to resist transverse forces, e.g. caused by a wind load acting on the frame system 4
  • the horizontal profile rail 2 has a U-shaped cross-section in order to enable the insertion of the profile rail 3 into the profile rail 2, as shown in Figure 16 .
  • nails 27 are driven through the flange portion 38 of the horizontal profile rail 2 and the flange portion 8 of the vertical profile rail 3, as well as through the flange portion 39 of the horizontal profile rail 2 and the flange portion 9 of the vertical profile rail 3, and are caused to hold to the fastening means portion 33 and 34, respectively, of the fastening means 32, as shown in Figure 17 , wherein the profile rail 2 is connected to the profile rail 3 by means of a nailed joint formed by the nails 27.
  • the supporting portion 37 contribute to the fastening means portions 33 and 34 being maintained in their respective positions and not being pushed or folded backwards by the force from the penetrating nails 27.
  • FIGS 18-20 show alternative embodiments of fastening means 40, 41, 42 suitable for use in a fastening system according to the invention.
  • All fastening means 40, 41, 42 exhibit a first fastening means portion 43, a second fastening means portion 44 and at least one connecting portion 45 supporting and connecting the fastenings means portions 43, 44 to each other.
  • the fastening means portions 43 and 44 are substantially parallel to each other in order to support flange portions of a profile rail in the same manner as described above.
  • Figures 21 and 22 shows an alternative embodiment of a profile rail 50, where the supporting means is integrated into the profile rail 50.
  • the profile rail 50 exhibits a first flange portion 51 and a first fastening means portion 52, which connects to the flange portion 51 and extends behind and in parallel therewith.
  • the profile rail 50 further exhibits a web portion 53, which connects to the first fastening means portion 52 and forms a substantially right angle therewith.
  • the profile rail 50 furthermore exhibits a second flange portion 54 and a second fastening means portion 55, which connects to the flange portion 54 and extends behind and in parallel therewith.
  • the fastening means portion 55 connects to the web portion 53 and forms a substantially right angle therewith.
  • the profile rail 50 furthermore exhibits reinforcement portions 56, 57, which connect to the flange portions 51, 54 and extend in parallel to the web portion 53.
  • the first fastening means portion 52 abuts against the first flange portion 51 and, in the same manner, the second fastening means portion 54 abuts against the second flange portion 55.
  • the profile rail 50 is formed by a metal plate which is folded double at its long sides to form the flange and fastening means portions.
  • the web portion 52 is common for both the flange and fastening means portions. Accordingly, the integrated fastening means is formed by the fastening means portions 52 and 54 and the interconnecting web portion 53.
  • the profile rail 50 is mounted in the horizontal profile rail 2 in the same manner as has been described above, but with the difference that the fastening means in this case is integrated into the profile rail and thus does not need to be inserted into the profile rail 50 before it is mounted in the horizontal profile rail 2.
  • the profile rail 50 is attached to the profile rail 2 in the same manner as has been described above, i.e. in that nails 27 are applied through the flange portions 38, 38 of the profile rail 2 and through the flange portions 51, 55 of the profile rail 50 and are caused to hold to the fastening means portions 52, 54 of the profile rail 50, as shown in Figure 22 .

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
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  • Joining Of Building Structures In Genera (AREA)
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Claims (10)

  1. Befestigungssystem, um ein Bauelement (5, 2) mittels einer genagelten Verbindung an eine Profilschiene (3, 50) anzubringen, wobei das Befestigungssystem die Profilschiene (3) umfasst, die Folgendes umfasst:
    einen ersten Flanschabschnitt (8; 51) zum Interagieren mit dem Bauelement (5; 2);
    einen zweiten Flanschabschnitt (9; 55) gegenüber dem ersten Flanschabschnitt (8; 51); und
    einen Stegabschnitt (10; 53), der die Flanschabschnitte (8, 9; 51, 53) miteinander verbindet und sich zwischen den Flanschabschnitten (8, 9; 51, 53) erstreckt, wobei der erste Flanschabschnitt (8; 51) eine erste Außenfläche (25) zum Interagieren mit dem Bauelement (5) und eine zweite Innenfläche (26), die dem zweiten Flanschabschnitt (9) zugewandt ist, aufweist, und wobei der zweite Flanschabschnitt (9; 55) eine erste Außenfläche (25) und eine zweite Innenfläche (26), die dem ersten Flanschabschnitt (8; 51) zugewandt ist, aufweist,wobei
    das Befestigungssystem mindestens ein Befestigungsmittel (21, 28, 32) umfasst, das einen ersten Befestigungsmittelabschnitt (22, 33; 52), einen zweiten Befestigungsmittelabschnitt (23, 34; 54) und mindestens einen Verbindungsabschnitt (24, 35, 36, 37; 53), umfasst, der die Befestigungsmittelabschnitte (22, 23; 33, 34; 52, 54) stützt und miteinander verbindet, wobei das Befestigungsmittel (21, 28, 32) in der Profilschiene (3, 50) platziert ist, sodass der erste Befestigungsmittelabschnitt (22, 33, 52) gegen die Innenfläche (26) des ersten Flanschabschnitts (8, 51) anliegt oder mindestens in nächster Nähe dazu platziert ist, und sodass der zweite Befestigungsmittelabschnitt (23, 34; 54) gegen die Innenfläche (26) des zweiten Flanschabschnitts (9, 55) anliegt oder mindestens in nächster Nähe dazu platziert ist, wobei der erste Befestigungsmittelabschnitt (22, 33; 52) eine Befestigung für einen Nagel (27) bildet, der durch das Bauelement (5, 2), den ersten Flanschabschnitt (8; 51) hindurch verläuft und den ersten Befestigungsmittelabschnitt (22, 33; 52) festhält, um die genagelte Verbindung zu bilden, dadurch gekennzeichnet, dass das mindestens eine Befestigungsmittel von einer gefalteten oder gebogenen Stahlplatte mit einer Dicke von 0,7-1,5 mm gebildet wird.
  2. Befestigungssystem nach Anspruch 1, dadurch gekennzeichnet, dass das Befestigungssystem eine Vielzahl von Befestigungsmitteln (21, 28) umfasst, die dazu ausgelegt sind, in der Profilschiene (3) auf vorbestimmten Positionen entlang der Länge der Profilschiene (3) montiert zu werden.
  3. Befestigungssystem nach einem der Ansprüche 1 und 2, dadurch gekennzeichnet, dass die Profilschiene (3) eine Vielzahl von Öffnungen (17-20) aufweist, um das mindestens eine Befestigungsmittel (21, 28) aufzunehmen.
  4. Befestigungssystem nach Anspruch 3, dadurch gekennzeichnet, dass die Öffnungen (17-20) in Sätzen (13-16) platziert sind, die in regelmäßigen Abständen entlang der Länge der Profilschiene (3) positioniert sind.
  5. Befestigungssystem nach Anspruch 4, dadurch gekennzeichnet, dass die Profilschiene (3) an einer freien Kante des ersten Flanschabschnitts (8) einen ersten Verstärkungsabschnitt (11) umfasst, der sich in Richtung des zweiten Flanschabschnitts (9) zurück erstreckt, und dass die Profilschiene (3) an einer freien Kante des zweiten Flanschabschnitts (9) einen zweiten Verstärkungsabschnitt (12) umfasst, der sich in Richtung des ersten Flanschabschnitts (8) zurück erstreckt, und dass jeder Satz (13-16) von Öffnungen Folgendes umfasst: eine erste Öffnung (17), die im Stegabschnitt (10) in enger Verbindung mit oder nächster Nähe des ersten Flanschabschnitts (8) platziert ist, eine zweite Öffnung (18), die im ersten Verstärkungsabschnitt (11) in enger Verbindung mit oder nächster Nähe des ersten Flanschabschnitts (8) platziert ist, eine dritte Öffnung (19), die im Stegabschnitt (10) in enger Verbindung mit oder nächster Nähe des zweiten Flanschabschnitts (9) platziert ist, und eine vierte Öffnung (20), die im zweiten Verstärkungsabschnitt (12) in enger Verbindung mit oder nächster Nähe des zweiten Flanschabschnitts (9) platziert ist.
  6. Befestigungssystem nach Anspruch 5, dadurch gekennzeichnet, dass der erste und zweite Befestigungsmittelabschnitt (22, 23) im Wesentlichen eben und im Wesentlichen zueinander parallel sind, und dass der Verbindungsabschnitt (24) im Wesentlichen eben ist und sich im Wesentlichen orthogonal zwischen den Befestigungsmittelabschnitten (22, 23) erstreckt, sodass das Befestigungsmittel (21, 28) im Wesentlichen eine U-Form aufweist, wobei das mindestens eine Befestigungsmittel (21) dazu gedacht ist, dadurch in der Profilschiene (3) montiert zu werden, dass es in die Öffnungen (17-20) eingeführt wird.
  7. Verfahren, um ein Bauelement (5, 2) mittels einer genagelten Verbindung an eine Profilschiene (3, 50) anzubringen, Folgendes umfassend:
    einen ersten Flanschabschnitt (8, 51) zum Interagieren mit dem Bauelement (5, 2);
    einen zweiten Flanschabschnitt (9; 55) gegenüber dem ersten Flanschabschnitt (8; 51); und
    einen Stegabschnitt (10; 53), der die Flanschabschnitte (8, 9; 51, 53) miteinander verbindet und sich zwischen den Flanschabschnitten (8, 9; 51, 53) erstreckt, wobei der erste Flanschabschnitt (8; 51) eine erste Fläche (25) zum Interagieren mit dem Bauelement (5, 2) und eine zweite Fläche (26), die dem zweiten Flanschabschnitt (9, 55) zugewandt ist, aufweist, und wobei der zweite Flanschabschnitt (9, 55) eine erste Außenfläche (25) und eine zweite Innenfläche (26), die dem ersten Flanschabschnitt (8, 51) zugewandt ist, aufweist, wobei das Verfahren folgende Schritte umfasst:
    Anordnen, in der Profilschiene (3), mindestens eines Befestigungsmittels (21, 28, 32), das von einer gefalteten oder gebogenen Stahlplatte mit einer Dicke von 0,7-1,5 mm gebildet wird, das einen ersten Befestigungsmittelabschnitt (22, 33, 52), einen zweiten Befestigungsmittelabschnitt (23, 34, 54) und mindestens einen Verbindungsabschnitt (24, 35, 36, 37, 53) umfasst, der die Befestigungsmittelabschnitte (22, 23; 33,34; 52, 54) stützt und miteinander verbindet, sodass der erste Befestigungsmittelabschnitt (22, 33, 52) dazu veranlasst wird, gegen die Innenfläche (26) des ersten Flanschabschnitts (8, 51) anzuliegen oder mindestens in nächster Nähe dazu gebracht zu werden, und sodass der zweite Befestigungsmittelabschnitt (23, 34, 54) dazu veranlasst wird, gegen die Innenfläche (26) des zweiten Flanschabschnitts (9, 55) anzuliegen oder mindestens in nächster Nähe dazu gebracht zu werden;
    Platzieren des Bauelements (5, 2) neben der ersten Fläche (25) des ersten Flanschabschnitts (8, 51) der Profilschiene (3, 50); und
    Einschlagen eines Nagels (27) durch das Bauelement (5, 2), den ersten Flanschabschnitt (8, 51) und den ersten Befestigungsmittelabschnitt (22, 33, 52), um die genagelte Verbindung zu bilden, wobei der erste Befestigungsmittelabschnitt (22, 33, 52) eine Befestigung für den Nagel (27) bildet.
  8. Verfahren nach Anspruch 7, das folgende Schritte umfasst:
    Platzieren von Befestigungsmitteln (21, 28) in der Profilschiene (3) auf einer Vielzahl von Positionen entlang der Länge des Plattenprofils (3); und
    Einschlagen eines Nagels durch das Bauelement (5), den ersten Flanschabschnitt (8) und den ersten Befestigungsmittelabschnitt (22) eines jeden Befestigungsmittels (21, 28), um die genagelte Verbindung zu bilden.
  9. Verfahren nach einem der Ansprüche 7 und 8, wobei das Bauelement (5) eine Bauplatte oder eine Wandplatte ist.
  10. Verfahren nach einem der Ansprüche 7 und 8, wobei das Bauelement (2) ein Flanschabschnitt einer benachbarten, zweiten Profilschiene ist.
EP15814426.1A 2014-07-03 2015-07-01 Befestigungssystem und verfahren für solch ein system Active EP3164551B1 (de)

Priority Applications (1)

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SE1430100A SE538664C2 (sv) 2014-07-03 2014-07-03 Fästsystem samt förfarande vid ett sådant
PCT/SE2015/050773 WO2016003361A1 (en) 2014-07-03 2015-07-01 Fastening system and method for such a system

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EP2993715B1 (de) 2014-08-14 2018-11-07 Samsung SDI Co., Ltd. Batterie mit einem deckel mit einer integrierten rille, welche an einen elektrodenleiter gekoppelt ist
EP3959390A4 (de) * 2019-04-24 2023-01-11 Saint-Gobain Placo Versteifung für bauelemente

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WO2016003361A1 (en) 2016-01-07
EP3164551A1 (de) 2017-05-10
SE1430100A1 (sv) 2016-01-04
SE538664C2 (sv) 2016-10-11
EP3164551C0 (de) 2023-11-22
US20170138046A1 (en) 2017-05-18
EP4296447A1 (de) 2023-12-27
EP3164551A4 (de) 2017-12-06

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