EP2155981B1 - Cadre support - Google Patents

Cadre support Download PDF

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Publication number
EP2155981B1
EP2155981B1 EP08761718.9A EP08761718A EP2155981B1 EP 2155981 B1 EP2155981 B1 EP 2155981B1 EP 08761718 A EP08761718 A EP 08761718A EP 2155981 B1 EP2155981 B1 EP 2155981B1
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EP
European Patent Office
Prior art keywords
support frame
fastening brackets
parts
plate parts
fastening
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
EP08761718.9A
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German (de)
English (en)
Other versions
EP2155981A4 (fr
EP2155981A1 (fr
Inventor
Marko Moisio
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Moisio Marko
Original Assignee
Individual
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Filing date
Publication date
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Publication of EP2155981A1 publication Critical patent/EP2155981A1/fr
Publication of EP2155981A4 publication Critical patent/EP2155981A4/fr
Application granted granted Critical
Publication of EP2155981B1 publication Critical patent/EP2155981B1/fr
Active legal-status Critical Current
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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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/32—Columns; Pillars; Struts of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
    • E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
    • E04B2/789—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially U- or C- section
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—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
    • 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
    • E04C2003/0486—Truss like structures composed of separate truss elements

Definitions

  • the invention relates to a support frame according to the preamble of claim 1, and especially to a support frame for supporting and/or fastening wall, floor, or roof structures, the support frame comprising first and second flange parts that extend in the longitudinal direction of the support frame, and a web extending between them.
  • the invention also relates to a method according to the preamble of claim 9, and especially to a method for manufacturing a support frame for supporting and/or fastening wall structures, the support frame comprising first and second flange parts that extend in the longitudinal direction of the support frame, and a web extending between them.
  • support frames In the wall structures and especially the partition wall structures of buildings, support frames, or what are known as partition wall frames, are used to serve as supports for the wall structure and to which parts of the wall structure are fastened.
  • Horizontal support frames, or horizontal bars are conventionally fastened to the wall and/or floor and/or roof structures, and vertical support frames, or vertical bars, are further fastened to extend between the horizontal bars mounted to the roof and floor.
  • Support frames generally have a U- or C-shaped cross-section so that the vertical bar can be set perpendicularly inside the support frame. If necessary, the support frame may also be arranged to receive insulation wool that may extend between the horizontal bars mounted to the roof and floor and between adjacent vertical bars.
  • Wall plates and/or surface plates or other parts of the wall structure can also be fastened to the support frames, whereby the support frames form the body of the wall and provide the wall structure with its rigidity.
  • support frames are used in roof and floor structures of buildings (roofs, floors, and base floors) as horizontal support structures. US 5,661,881 A discloses such a support frame.
  • the object of the invention is achieved with a support frame according to claim 1.
  • the object of the invention is further achieved with a method according to claim 9.
  • the invention is based on providing the support frame of the invention for wall, roof and floor structures by joining together two elongated plates. Brackets that extend outward from the surface of the plate have been provided in the plates by cutting and bending. In other words, cuts have been made to the plates which make it possible to bend the parts defined by the cuts away from the surface of the plate, thus forming an opening in the surface of the plate.
  • the support frame is formed by joining together two such plates with brackets provided therein as described above. The plates are joined together by fastening together the brackets of the plates that are placed against each other, whereby the brackets that have been fastened together extend between the plates. In the support frame thus obtained, the plates form the flange parts of the support frame and the joined brackets form the web extending between the flange parts.
  • the support frame of the invention provides the advantage that it saves material in comparison with the prior-art support frames, because the web part of the support frame is formed by cutting and bending the flange parts.
  • the flange parts of the thus formed support frame have holes and the web is made up of consecutive bridge-like parts fastened together and formed as stated above by cutting and bending the flange parts. This way, the flange parts and web are not completely uniform plate-like parts of the support frame, but contain openings, whereby material is saved.
  • the brackets cut and bent from opposite elongated plates in accordance with the invention can be set to overlap to a desired extent when they are fastened to each other, whereby this overlap makes it possible to adjust the width of the support frame.
  • the width of the support frame can also be adjusted by altering the angle at which the brackets extend from the plates. Since it is possible to adjust the width of the support frame during manufacturing, the same elongated plates or the same raw material sheeting can be used, whereby the manufacturing process can be simplified and costs saved.
  • Figure 1 shows a partial view of an elongated plate part 4 used in manufacturing a support frame according to the present invention for wall, roof and floor structures. Two of these plate parts 4 are used in manufacturing the support frame by joining them together.
  • the plate part 4 is preferably made of sheet metal with a thickness of 0.5 to 1 mm, for instance. To increase its rigidity, the plate part 4 may be embossed in a desired manner and with a desired pattern.
  • the plate part 4 is profiled to increase its rigidity. In the case of Figure 1 , the profiling is done by providing folds 10 on the longitudinal edges of the plate part 4. It is also possible to profile only one longitudinal edge of the plate part 4.
  • the profiling may be performed in a desired manner such that the resulting profiled plate part 4 has a desired shape and rigidity properties.
  • the width of such a plate part 4 may be 40 to 60 mm, for instance, and the depth obtained by profiling may be approximately 5 to 10 mm.
  • the plate parts 4 may be as required in each case.
  • areas 6 are cut into the plate part 4 which are, however, not entirely separated from the plate part 4, but the cuts 9 are made in such a manner that the area 6 defined by the cuts is still attached to the plate part 4 on one of its edges or at one or more points.
  • the cuts may be made by any known method.
  • the cut area 6 may be rectangular as shown in Figure 1 , or square, oblong elongated strip-like, curved, semicircular, semielliptical, or of any other shape in such a manner that the cut area 6 is at least at one point or on one side at least partly attached to the plate part 4.
  • the cuts 9 are preferably provided on the straight surface part of the profiled plate part 4.
  • the cut areas 6 are provided in such a manner that they may be bent in relation to the rest of the plate part 4, whereby they extend leaf-like outward from the surface of the plate part 4.
  • the cut areas 6 are provided in the plate part 4 consecutively in its longitudinal direction as shown in Figure 1 .
  • Adjacent or consecutive cut areas 6 are cut in Figure 1 in such a manner that they may be bent in different directions in relation to the plate part 4.
  • the top cut part in Figure 1 is bendable upward, because it is still attached to the plate part 4 at its top edge, and the bottom cut part is bendable downward, because it is still attached to the plate part 4 at its bottom edge.
  • Adjacent or consecutive cut parts may also be identical, in which case they are bendable in the same direction in relation to the plate part 4. It should also be noted that preferably all cut areas 6 of the plate part are similar in shape and dimensions, but in special cases at least some of them may also be different. For instance, every second consecutive cut area may be similar. Alternatively, the cut areas may be provided such that they may be bent sideways to the right or left, whereby they are attached to the plate part from either side edge. Adjacent cut areas may then also be attached to the plate part at different side edges, in which case they may be bent in different directions.
  • the cuts can also be made at the edges of the plate parts 4, in which case notchings form at the edges when the cut areas are bent away from the plate part. Such cuts provided at the edges may be formed at one or both edges of the plate part.
  • Consecutive or adjacent cut areas 6 are preferably provided at a predefined distance from each other in such a manner that a uniform neck 12 is formed between them.
  • This neck 12 forms a screw area to which a wall plate and/or surface plate to be fastened to the plate part or support frame can be screwed or otherwise fastened.
  • the support frame comprises flange parts extending in its longitudinal direction and a web extending between the flange parts.
  • Figure 2 shows a support frame 2 according to the present invention, which is provided by joining together two plate parts 4 according to Figure 1 .
  • the support frame 2 is made up of two elongated plate parts 4 and 5 that are joined together.
  • the plate parts 4 and 5 preferably extend parallel in the longitudinal direction of the support frame 2 in such a manner that the straight surface parts of the plate parts 4 and 5 are essentially parallel, whereby they form the flange parts of the support frame 2.
  • the areas cut into the first plate part 4 are bent to extend outward from the surface of the plate part 4 so as to form brackets 6.
  • brackets 6 and 7 are herein referred to as fastening brackets 6 and 7.
  • the fastening brackets 6, 7 are formed correspondingly by cutting and bending the plate parts 4, 5, whereby openings corresponding to the fastening brackets 6, 7 remain in the plate parts 4, 5 after bending.
  • the fastening brackets 6, 7 may be bent to a required angle in relation to the plate parts 4, 5, whereby the angle between the plate part 4, 5 and the fastening bracket therein may for instance be 90° to 20°, preferably 45° to 90°.
  • all fastening brackets 6, 7 of the plate part 4, 5 extend from the plate part 4, 5 at the same angle.
  • the angle between consecutive or adjacent fastening brackets 6, 7 and the plate part may be the same even though the consecutive or adjacent fastening brackets were bent into different directions in relation to the plate part 4, 5 in the manner described above.
  • the consecutive or adjacent fastening brackets 6, 7 may also extend outward from the plate part 4, 5 at different angles.
  • the support frame 2 is provided by joining together two above-mentioned plate parts 4, 5 that comprise fastening brackets 6, 7. This is done by fastening the first fastening brackets 6 of the first plate part 4 to the second fastening brackets 7 of the second plate part 5 in such a manner that the joined first and second fastening brackets 6, 7 extend between the first and second plate parts 4, 5.
  • the first fastening brackets 6 of the first plate part 4 preferably extend at the same angle from the first plate part 4 as the second fastening brackets 7 of the second plate part 5 extend from the second plate part 5.
  • the first and second fastening brackets 6, 7 are parallel between the first and second plate parts 4, 5 and they may be set to overlap as shown in Figure 2 .
  • the cut areas may be bent sideways in relation to the longitudinal direction of the plate parts to form a web.
  • the cut and bent fastening brackets may then extend between opposite plates from diagonal plate edges or close thereto. Consecutive joined fastening brackets extend transverse to each other to provide a lattice structure, or parallel in which case the fastening brackets of both plate parts extend in the same direction.
  • the cut and bent fastening brackets may also extend from opposite edges to opposite plate parts or close thereto, whereby a sheath-like structure may be formed when consecutive joined fastening brackets are provided at the edges of the plate parts or close thereto.
  • these sideways bent cut areas may be fastened to each other to form a web.
  • the cut areas of opposite plate parts may extend diagonally in relation to the plate parts to form a web with a lattice structure, when the cuts in the second plate part are made in the same way.
  • the cuts that have been made consecutively on the plate part edges and bent may be fastened to each other to form a web.
  • the first and second fastening brackets 6, 7 are, as shown in Figure 2 , set to overlap and fastened to each other with fastening means 8.
  • the fastening means 8 may be rivets, screws, or other corresponding mechanical fastening means.
  • the first and second fastening brackets 6, 7 may be fastened to each other by welding using laser, for instance.
  • the thus obtained support frame 2 of the invention is made up of first and second plate parts 4, 5 that form the flange parts of the support frame 2, and joined first and second fastening brackets 6, 7 that form the web of the support frame 2.
  • the web of the support frame 2 is formed by cutting strips from the flange parts and bending the strips to extend from the flange parts, the strips being further fastened to corresponding strips of the opposite flange part.
  • the web is then formed of the material of the flange parts, in which case the flange parts have openings that correspond to the strips cut and bent from the flange parts.
  • the web is thus made up of consecutive bent and joined fastening brackets 6, 7 of opposite plate parts 4, 5, and the fastening together of these brackets join the plate parts 4, 5 together.
  • the web of the support frame 2 is formed of a cellular structure, and the web is no longer a uniform plate, but a structure made up of consecutive plate-like bridges connecting the first and second plate parts 4, 5 to each other.
  • the web is thus not uniform, but comprises openings between the fastening brackets 7, 6.
  • the obtained support frame 2 thus has openings in both the flange parts and web, whereby material is saved.
  • the web of the support frame 2 is formed from the flange parts or plate parts by cutting and bending.
  • Figure 2 also shows that the arrangement of the invention makes it possible to adjust the width D of the support frame 2 by means of the fastening brackets 6, 7.
  • the width of the support frame 2 can be influenced by adjusting the bending angle of the fastening brackets 6, 7 in relation to the plate parts 4, 5.
  • the widest width of the support frame 2 can in turn be achieved by bending the fastening brackets 6, 7 to a 90° angle in relation to the plate parts 4, 5.
  • Another possible way of altering the width of the support plate 2 is to vary the overlap of the fastening brackets 6, 7 to be fastened to each other.
  • Figure 3 shows the embodiment of Figures 1 and 2 from the top.
  • Figure 3 shows that the first and second plate parts 4, 5 are fastened to each other with the fastening brackets 6, 7.
  • the first fastening brackets 6 are cut into the first plate part and bent to extend outward from the first plate part 4.
  • the second fastening brackets 7 are cut into the second plate part 5 and bent to extend outward from the second plate part 5.
  • the first and second fastening brackets 6, 7 are set to overlap in such a manner that they extend a predefined distance on top of each other.
  • the second fastening brackets 7 are set on top of the first fastening brackets 6.
  • These overlapping fastening brackets 6, 7 are then fastened to each other with rivets 8.
  • the longitudinal edges of the first and second plate parts 4, 5 are profiled to increase the rigidity of the plate parts 4, 5.
  • elongated even plate parts 4, 5 are first provided and cut into suitable dimensions. After this, the plate parts 4, 5 are profiled by roll forming, for instance. After profiling, fastening brackets 6, 7 are cut into the plate parts 4, 5 and then bent to extend outward from the plate parts 4, 5. Next, the fastening brackets 6, 7 of the two plate parts 4, 5 are fastened to each other to form the support frame 2.
  • the above-mentioned steps may also be performed in some other alternative order, and they may also be performed consecutively or in part simultaneously in one manufacturing apparatus.
  • it is possible to utilize a manufacturing apparatus that can be brought to and used at the site which means that it is not necessary to transport the finished support frames to the site, but they can be manufactured there as necessary and with the required dimensions.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Clamps And Clips (AREA)
  • Connection Of Plates (AREA)

Claims (18)

  1. Cadre de support (2) pour le support et/ou la fixation des structures de mur, toit et sol, ledir cadre de support (2) étant fait en une feuille de métal et comprenant deux pièces de collerette opposées, jointes l'une à l'autre par une pièce de réseau, ces deux pièces de collerette opposées étant faites d'un première et deuxième pièce de plaque allongée (4, 5), la première pièce de plaque allongée (4) étant fourni avec deux ou plusieurs premiers supports de fixation (6) ayant la forme d'une feuille, qui s'étendent de la surface de la première pièce de plaque (4) allongée, et la deuxième pièce de plaque allongée (5) étant fourni avec deux ou plusieurs deuxièmes supports de fixation (7) ayant la forme d'une feuille, qui s'étendent de la surface de la deuxième pièce de plaque (4) allongée, charactérisé en ce que les premiers et deuxièmes supports de fixation (6, 7) sont fournis par le coupage et la courbure de manière à former des ouvertures dans la surface des premières et deuxièmes pièces de plaque allongées (4, 5), et que les premiers et deuxièmes supports de fixation (6, 7) sont attachés l'un à l'autre en chevauchement et de manière à s'étendre entre la première et deuxième pièce de plaque (4, 5) pour former la pièce de réseau du cadre de support.
  2. Cadre de support (2) selon la revendication 1, charactérisé en ce que les supports de fixation (6, 7) sont fournis dans les pièces de plaque (4, 5) consécutivement dans la diréction longitudinale des pièces de plaque (4, 5).
  3. Cadre de support (2) selon la revendication 1 ou 2, charactérisé en ce qu'au moins une des pièces de plaque (4, 5) est fourni avec un profil pour augmenter sa rigidité.
  4. Cadre de support (2) selon la revendication 3, charactérisé en ce que le profil est fourni sur une ou les deux bords longitudinaux de la pièce de plaque (4, 5).
  5. Cadre de support (2) selon l'une des revendications 1 à 4 précédentes, charactérisé en ce que les supports de fixation (6, 7) ont la forme d'une feuille, bande, rectangulaire et/ou courbée.
  6. Cadre de support (2) selon l'une des revendications 1 à 5 précédentes, charactérisé en ce que les supports de fixation (6, 7) des pièces de plaque (4, 5) sont attachées l'un à l'autre méchaniquement.
  7. Cadre de support (2) selon la revendication 6, charactérisé en ce que les supports de fixation (6, 7) des pièces de plaque (4, 5) sont attachées l'un à l'autre avec des rivets, vis ou soudures.
  8. Cadre de support (2) selon l'une des revendications 1 à 7 précédentes, charactérisé en ce que les supports de fixation (6, 7) s'étendent à partir des pièces de plaque (4, 5) perpendiculairement ou en un angle relatif à la surface des pièces de plaque (4, 5).
  9. Méthode de production d'un cadre de support pour le support et/ou la fixation des structures de mur, toit et sol, ledir cadre de support étant fait en une feuille de métal et comprenant une première et deuxième pièce de collerette opposée, qui s'étendent dans la direction longitudinale du cadre de support, et une pièce de réseau, qui s'étend entre la première et deuxième pièce de collerette opposée, la méthode comprenant
    - l'approvisionnement la première pièce de plaque (4) allongée et la deuxième pièce de plaque allongée (5);
    - formation des deux ou plusieurs premiers supports de fixation ayant la forme d'une feuille sur la surface de la première pièce de plaque allongée par coupage et courbure de manière à faire les premiers supports de fixation s'étendre de la surface de la première pièce de plaque allongée, et formation des deux ou plusieurs deuxièmes supports de fixation ayant la forme d'une feuille sur la surface de la deuxième pièce de plaque allongée par coupage et courbure de manière à faire les deuxièmes supports de fixation s'étendre de la surface de la deuxième pièce de plaque allongée;
    charactérisée en ce que les premiers et deuxièmes supports de fixation sont formés par coupage et courbure de manière à former des ouvertures dans la surface des premières et deuxièmes pièces de plaque allongées, et que les premiers et deuxièmes supports de fixation sont attachés l'un à l'autre en chevauchement et de manière à les faire s'étendre entre la première et deuxième pièce de plaque pour former la pièce de réseau du cadre de support.
  10. Méthode selon la revendication 9, charactérisée en ce que les supports de fixation sont fournis dans les pièces de plaque consécutivement dans la diréction longitudinale des pièces de plaque.
  11. Méthode selon la revendication 9 ou 10, charactérisée en ce que la méthode comprend aussi la formation d'un profil à au moins l'une des pièces de plaque pour augmenter sa rigidité.
  12. Méthode selon la revendication 11, charactérisée en ce que le profil est formé avant la formation des supports de fixation.
  13. Méthode selon la revendication 11 ou 12, charactérisée en ce que le profil est formé sur une ou les deux bords longitudinaux.
  14. Méthode selon l'une des revendications 9 à 13 précédentes, charactérisée en ce que les supports de fixation sont coupés à partir des pièces de plaque et courbés de manière à les faire s'étendre vers l'extérieur.
  15. Méthode selon l'une des revendications 9 à 14 précédentes, charactérisée en ce que les supports de fixation (6, 7) sont faites à la forme d'une feuille, bande, rectangulaire et/ou courbée.
  16. Méthode selon l'une des revendications 9 à 15 précédentes, charactérisée en ce que les supports de fixation des pièces de plaque sont attachées l'un à l'autre méchaniquement.
  17. Méthode selon la revendication 16, charactérisée en ce que les supports de fixation des pièces de plaque sont attachées l'un à l'autre avec des rivets, vis ou soudures.
  18. Méthode selon l'une des revendications 1 à 17 précédentes, charactérisée en ce que les supports de fixation sont faites de manière à les faire s'étendre à partir des pièces de plaque perpendiculairement ou en un angle relatif à la surface des pièces de plaque.
EP08761718.9A 2007-06-06 2008-06-02 Cadre support Active EP2155981B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI20075421A FI125259B (fi) 2007-06-06 2007-06-06 Tukiranka
PCT/FI2008/050322 WO2008148935A1 (fr) 2007-06-06 2008-06-02 Cadre support

Publications (3)

Publication Number Publication Date
EP2155981A1 EP2155981A1 (fr) 2010-02-24
EP2155981A4 EP2155981A4 (fr) 2013-12-11
EP2155981B1 true EP2155981B1 (fr) 2016-04-27

Family

ID=38212392

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08761718.9A Active EP2155981B1 (fr) 2007-06-06 2008-06-02 Cadre support

Country Status (6)

Country Link
EP (1) EP2155981B1 (fr)
DK (1) DK2155981T3 (fr)
ES (1) ES2581991T3 (fr)
FI (1) FI125259B (fr)
PL (1) PL2155981T3 (fr)
WO (1) WO2008148935A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USD1021151S1 (en) 2021-04-26 2024-04-02 Jaimes Industries, Inc. Framing member

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB115466A (en) * 1917-05-05 1918-05-06 Louis Charles Ford Improvements in Girders, Beams, Spars, and the like Rigid Structural Members.
FR2360415A1 (fr) * 1976-08-05 1978-03-03 Yosuke Iguchi Element de construction tridimensionnel leger

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1311820A (en) * 1919-07-29 Metallic building structure
US5524410A (en) * 1994-01-31 1996-06-11 National Gypsum Company Framing components of expanded metal, and method of making such components
US5605024A (en) * 1994-02-07 1997-02-25 Sucato; Edward Stud assembly
US6457293B1 (en) * 2000-09-25 2002-10-01 Ching Tsung Tsai Steel rib partitioning rack

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB115466A (en) * 1917-05-05 1918-05-06 Louis Charles Ford Improvements in Girders, Beams, Spars, and the like Rigid Structural Members.
FR2360415A1 (fr) * 1976-08-05 1978-03-03 Yosuke Iguchi Element de construction tridimensionnel leger

Also Published As

Publication number Publication date
EP2155981A4 (fr) 2013-12-11
WO2008148935A1 (fr) 2008-12-11
DK2155981T3 (en) 2016-08-15
ES2581991T3 (es) 2016-09-08
PL2155981T3 (pl) 2016-10-31
FI20075421A0 (fi) 2007-06-06
EP2155981A1 (fr) 2010-02-24
FI20075421A (fi) 2008-12-07
FI125259B (fi) 2015-08-14

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