EP1375769A2 - Construction de paroi de séparation élastifiée - Google Patents

Construction de paroi de séparation élastifiée Download PDF

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Publication number
EP1375769A2
EP1375769A2 EP03005621A EP03005621A EP1375769A2 EP 1375769 A2 EP1375769 A2 EP 1375769A2 EP 03005621 A EP03005621 A EP 03005621A EP 03005621 A EP03005621 A EP 03005621A EP 1375769 A2 EP1375769 A2 EP 1375769A2
Authority
EP
European Patent Office
Prior art keywords
fastening
planking
base section
profile
fastening sections
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
Application number
EP03005621A
Other languages
German (de)
English (en)
Other versions
EP1375769B1 (fr
EP1375769A3 (fr
Inventor
Georg Dr. Krämer
Harald Hünting
Volker Müller
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.)
Knauf Gips KG
Original Assignee
Knauf Gips KG
Gebr Knauf Westdeutsche Gipswerke
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.)
Filing date
Publication date
Application filed by Knauf Gips KG, Gebr Knauf Westdeutsche Gipswerke filed Critical Knauf Gips KG
Publication of EP1375769A2 publication Critical patent/EP1375769A2/fr
Publication of EP1375769A3 publication Critical patent/EP1375769A3/fr
Application granted granted Critical
Publication of EP1375769B1 publication Critical patent/EP1375769B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E04B2/74—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
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7409—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
    • E04B2/7412—Posts or frame members specially adapted for reduced sound or heat transmission

Definitions

  • the invention relates to an elasticized partition structure, each on both sides has a planking, which are connected to one another via U-profiles, the U-profiles each have a base section running perpendicular to the planking and thereon angled on both sides then two fastening sections for fastening the Have planking, according to the preamble of claim 1.
  • Partition construction for example from DE 201 15 464 U1
  • the cross suspension consists in that the base section of the U-profile also provided there is a Spring bead has for damping vibrations of the partition construction.
  • the present invention has for its object an elasticized Specify partition wall construction, the U-profiles can be produced more cost-effectively to let.
  • a key concept of the present invention is that a spring device on the U-profile not by a material-intensive spring bead, but by the anyway also conventionally already existing fastening sections is provided. It has surprisingly shown in practical trials that an amazing Spring effect in the sense of a transverse suspension is already achieved when the Fastening sections are not aligned exactly parallel to each other, but with include an obtuse angle ⁇ of more than 90 ° in the base section, such that a through the fastening sections even in the clad state at least partially elastic spring device is defined.
  • the fastening sections are different - than in the State of the art - not aligned exactly in parallel, but run from the Base section slightly apart, such that the planking on the Fastening sections in the area of the base section of the U-profiles remains free.
  • vibrations of the planking are introduced directly into the base section of the U-profile and thus on the opposite side of the Partition construction not possible, but a possible vibration of the Planking is first transferred to the assigned fastening section, the already defined an elastic spring device.
  • the mounting section in a similar manner, so that one over the base section passed on residual vibration additionally through the distal Fastening section is damped.
  • Vibration damping is primarily based on the fastening sections oriented at an obtuse angle of ⁇ > 90 ° relative to Base section attributed. The fact that that the planking itself is also not in full area, but only in areas on the Fastening section comes into contact and thus reduces vibration transmission becomes.
  • the solution found here to form an elasticized Partition construction appears surprising because it diverges Fastening sections a perpendicular and flush alignment of the Partition construction seem to endanger at first. If the angle ⁇ between Fastening section and base section between 90.5 ° and 92 °, preferably is kept between 91 ° and 91.8 °, there is already a clear spring effect, without any perpendicular or perpendicular alignment being endangered in any way. On mathematically extremely minimal between two abutting plates In practice, offset is imperceptible. For a particularly preferred one Aspect of the present invention, the angle ⁇ is therefore between 90.5 ° and 92 °, preferably chosen between 91 ° and 91.8 °.
  • the fastening sections are as in formed substantially flat profile surfaces and the planking is done with two abutting plates on a mounting section. Especially when the If the angle ⁇ is kept below approx. 92 °, an arithmetically occurring offset plays between the abutting panels of the cladding is of no importance in practice, so that the elasticized alignment is perpendicular and aligned Partition construction is in no way at risk.
  • a covering can be provided, any Offset between the abutting plates covered.
  • a stand profile for use in a Partition construction is distinguished by the fact that the fastening sections of the U-profile each blunt Include angle ⁇ of more than 90 ° with the base section of the U-profile. It will thus proposed a U-profile in which the fastening sections are not parallel are aligned with each other, but slightly towards each other towards the base section run. This configuration causes at least one in the planked state partially elastic spring device without a compared to conventional U-profiles higher material expenditure is defined.
  • the spread is A based on conventional, orthogonal U-profile per fastening section at the distal end of the Fastening section in the unclad state 0.4 mm to 1.65 mm, preferably between 0.8 mm and 1.5 mm.
  • the elasticized partition construction has planking 11, 12 on both sides that are equidistantly connected to one another via U-profiles 13, 14.
  • the U profiles each have a central base section 15 and wound on both sides then two fastening sections 16, 17.
  • the fastening sections 16, 17 are delimited at the end by angled edge sections 24, 25.
  • the U profiles are preferably formed from sheet steel.
  • the planking 11, 12, the several panels 19, 20, here gypsum plasterboard, is usually by means of fasteners 23 self-tapping screws attached to the fastening sections of the U-profiles, 1, on a fastening section 16 of a U-profile 13 two abutting plates 19, 20 or a continuous plate can be attached can.
  • the two aforementioned are along the partition construction Fastening types applied alternately.
  • the fastening sections 16, 17 close with the substantially orthogonal to Planking extending base section 15 of the U-profile 13 each an angle ⁇ , which is> 90 ° according to the invention. This ensures that the fastening sections 16, 17 act as a partially elastic spring device 18 and vibrations of the Cladding 11, 12 not directly stiff on the comparatively stiff in the transverse direction Base section 15 are transferred, but first in the fastening sections 16, 17 can be initiated.
  • the run at least before assembly Fastening sections 16, 17 as essentially flat profile surfaces. If on the Fastening sections 16, 17 plates 19, 20 to form a planking 11 are fixed by means of fastening means 23, the initially plane orientation of the Fastening sections may slightly deformed, taking care that at least the areas of the fastening sections 16, 17 of the base section 15 facing the planking 11, 12 remain free, so that vibrations are not directly caused by the comparatively rigid base section 15 between the planking 11 of a first side and the paneling 12 of a second side of the elasticized partition construction transfer. To further dampen vibrations of a skin 11 or 12 and / or in order to achieve a desired thermal insulation can in the by U-profiles 13, 14 between the cladding 11, 12 defined space Insulating material 22 may be introduced.
  • FIG. 2 is an alternative embodiment of an elasticized partition according to the present invention illustrated in a schematic sectional view.
  • the elasticized partition construction according to FIG. 2 differs from that in FIG. 1 illustrated partition construction mainly in that a planking 11, 12, which is designed here as inner paneling, a covering paneling 20, 21 is attached offset, as is known per se from the prior art.
  • the covering cladding illustrated here 20, 21, which can also be referred to as external cladding, to be regarded as expedient, if a per se in the preferably proposed range of the angle ⁇ anyway non-occurring offset between two plates 19, 20 of the inner paneling to be covered by panels 26, 27 of a covering panel 20, 21. Any occurring offset, which is practically imperceptible at angles 90 ° ⁇ ⁇ 92 °, is leveled again.
  • the angle ⁇ between the fastening section and the base section between 90.5 ° and 92 °, preferably between 91 ° and 91.8 °, so that a spread A of U-profile in the unclad state is comparatively small and an offset V at Fastening even a single-layer planking is still available, but is practically imperceptible. Practical tests have shown that a sets considerable spring action and at the same time a perpendicular and aligned alignment a partition construction is in no way at risk. Also an offset between two abutting panels is even with only one-layer planking Choice of the angle ⁇ is imperceptible in the preferred range.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Building Environments (AREA)
  • Springs (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Road Paving Structures (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP03005621A 2002-04-05 2003-03-12 Construction de paroi de séparation élastifiée Expired - Lifetime EP1375769B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10215097A DE10215097A1 (de) 2002-04-05 2002-04-05 Elastifizierte Trennwandkonstruktion
DE10215097 2002-04-05

Publications (3)

Publication Number Publication Date
EP1375769A2 true EP1375769A2 (fr) 2004-01-02
EP1375769A3 EP1375769A3 (fr) 2004-04-28
EP1375769B1 EP1375769B1 (fr) 2005-11-02

Family

ID=28684782

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03005621A Expired - Lifetime EP1375769B1 (fr) 2002-04-05 2003-03-12 Construction de paroi de séparation élastifiée

Country Status (6)

Country Link
EP (1) EP1375769B1 (fr)
AT (1) ATE308646T1 (fr)
DE (2) DE10215097A1 (fr)
HR (1) HRP20030258B1 (fr)
PL (1) PL199943B1 (fr)
YU (1) YU24703A (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021233511A1 (fr) 2020-05-22 2021-11-25 Knauf Gips Kg Montant de construction à pose à sec et mur de construction à pose à sec doté d'un montant de construction à pose à sec

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005016176A1 (de) * 2005-04-07 2006-10-12 Richter-System Gmbh & Co. Kg C-Profil und Trennwand mit C-Profil
PL427830A1 (pl) * 2018-11-20 2019-09-23 Mar-Bud Spółka Z Ograniczoną Odpowiedzialnością Budownictwo Spółka Komandytowa Ściana działowa klejona i sposób wykonania ściany działowej klejonej

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20115464U1 (de) 2001-09-19 2001-11-29 Huss Umwelttechnik GmbH, 90411 Nürnberg Brenner

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3841051A (en) * 1972-05-30 1974-10-15 D Zinn Method of making walls
DE4322631C2 (de) * 1993-07-07 1995-05-24 Richter System Gmbh & Co Kg Verbinder für C-Profile
BE1009473A6 (nl) * 1995-07-05 1997-04-01 Chicago Metallic Continent Nv Werkwijze voor het vormen van wanden en dergelijke en van hierbij te gebruiken stijlen en panelen.
DE19943455B4 (de) * 1999-09-11 2005-03-17 Richter-System Gmbh & Co Kg Wandanschluss für beplankte Trennwände
EP1124023A3 (fr) * 2000-01-14 2001-10-17 Richter-System GmbH & Co. KG Profilé en forme de C pour cloisons
DE10013991C1 (de) * 2000-01-14 2001-04-05 Richter System Gmbh & Co Kg C-Profil für Trennwände
DE20115446U1 (de) * 2001-09-19 2001-12-13 Gebr. Knauf Westdeutsche Gipswerke, 97346 Iphofen Ständerkonstruktion mit Querfederung

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE20115464U1 (de) 2001-09-19 2001-11-29 Huss Umwelttechnik GmbH, 90411 Nürnberg Brenner

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021233511A1 (fr) 2020-05-22 2021-11-25 Knauf Gips Kg Montant de construction à pose à sec et mur de construction à pose à sec doté d'un montant de construction à pose à sec

Also Published As

Publication number Publication date
HRP20030258B1 (en) 2009-08-31
ATE308646T1 (de) 2005-11-15
DE50301528D1 (de) 2005-12-08
EP1375769B1 (fr) 2005-11-02
PL359547A1 (en) 2003-10-06
DE10215097A1 (de) 2003-10-30
EP1375769A3 (fr) 2004-04-28
YU24703A (sh) 2005-09-19
PL199943B1 (pl) 2008-11-28
HRP20030258A2 (en) 2004-04-30

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