EP1074671A2 - Post profile developed as lightweight partition profile - Google Patents
Post profile developed as lightweight partition profile Download PDFInfo
- Publication number
- EP1074671A2 EP1074671A2 EP00114760A EP00114760A EP1074671A2 EP 1074671 A2 EP1074671 A2 EP 1074671A2 EP 00114760 A EP00114760 A EP 00114760A EP 00114760 A EP00114760 A EP 00114760A EP 1074671 A2 EP1074671 A2 EP 1074671A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- profile
- stand
- spring section
- web
- legs
- 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
- 238000005192 partition Methods 0.000 title description 8
- 238000010276 construction Methods 0.000 claims abstract description 5
- 239000011490 mineral wool Substances 0.000 claims abstract description 3
- 239000000463 material Substances 0.000 claims description 5
- 238000004049 embossing Methods 0.000 claims description 3
- 230000006835 compression Effects 0.000 claims description 2
- 238000007906 compression Methods 0.000 claims description 2
- 239000011810 insulating material Substances 0.000 abstract description 5
- 238000005452 bending Methods 0.000 description 5
- 238000004080 punching Methods 0.000 description 5
- 238000010079 rubber tapping Methods 0.000 description 5
- 230000035699 permeability Effects 0.000 description 4
- 238000012549 training Methods 0.000 description 4
- 241000251468 Actinopterygii Species 0.000 description 2
- 239000011324 bead Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 210000002268 wool Anatomy 0.000 description 2
- 229920005830 Polyurethane Foam Polymers 0.000 description 1
- 239000000109 continuous material Substances 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 210000003746 feather Anatomy 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000001404 mediated effect Effects 0.000 description 1
- 239000011496 polyurethane foam Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Images
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
- E04B2/7409—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
- E04B2/7411—Details for fire protection
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7409—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
- E04B2/7412—Posts or frame members specially adapted for reduced sound or heat transmission
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- 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
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
- E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0473—U- or C-shaped
Definitions
- the invention relates to a formed as a lightweight profile Stand profile with two in parallel position at a distance diverging, by a common Profile web interconnected profile legs.
- the invention relates to a C-shaped stand profile with itself on the longitudinal edges removed from the profile web the profile leg extending, inside directed edge flanges.
- Stand profiles of this type in particular C-shaped stand profiles, are generally known and are mainly found in Drywall use, for example when building light partition walls.
- the profile webs of the upright profiles are perpendicular to the wall levels and with the profile legs lightweight panels are screwed on both sides, which are, for example, plasterboard can act.
- the profile legs of such stand profiles usually on the outside with so-called fish skin profiles equipped.
- Partitions of this type which are clamshell systems acts, must meet the specified requirements Sound insulation and possibly also with regard to fire protection are enough. In this respect there are already multi-layer planking been proposed. For soundproofing form such Partitions the used stand profiles Weak point.
- the objective underlying the invention is in the creation of an easily manufactured stand profile the aforementioned purpose, which is the construction partition walls with reduced sound permeability.
- the desired Reduction in transverse spring hardness achieved that the profile web of at least one longitudinal spring section is interrupted and thus the stand profile of two not rigid, but over the spring section mentioned interconnected parts that are dependent from the suspension properties of the spring section are limited movable against each other.
- profile web can also be used instead of one longitudinal spring section with several parallel to each other extending spring sections, which expediently have the same design as one another are.
- the slits of the spring section with respect The length and width are the same.
- the slits in the spring section are not punched out, but about embossing with to one side raised slit edges, which are conveniently in the Project the interior of the profile.
- Such embossings are simple suitable rolling tools can be produced.
- the interruption realized according to the invention naturally leads of the profile web by one in the longitudinal direction of the profile running spring section of low transverse spring hardness to ensure that the profile web with undeformed stand profile in parallel projecting profile leg at Screw in self-tapping screws for attachment of lightweight panels to bounce each other what logically the planking of the column profiles is difficult.
- the stand profile 10 is a C profile, one profile web 11 and two in parallel position at a distance extending from each other, along the bending edges 12, 12 'from Profile web 11 has folded profile legs 13, 13 '. On the longitudinal edges of the profile legs removed from the profile web 11 13, 13 'extend at bending edges 14, 14' folded inwards and in parallel to the profile web 11 Edge flanges 15, 15 'along.
- the profile web 11 is approximately in the middle of its width with a symmetrical to a center line 18 trained spring section 20 equipped from the Level of the profile web 11 in the interior of the profile 10 is formed between the profile legs 13, 13 '.
- the longitudinal spring section 20 consists of in parallel Rows spaced apart from each other longitudinal slot-like Punchings 21, 21 'in the adjacent rows are each offset from one another such that the longitudinal slot-like punchings 21 in a row each over the between the longitudinal slot-like punchings 21 'of an adjacent row of material webs left stretch out. This shows in a particularly vivid way Way the illustrated in Fig. 2 processing of Stand profile 10.
- the dimensionally stable insulating material body 25 also conveys one improved fire protection and also an improved Longitudinal rigidity of the entire profile.
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- Architecture (AREA)
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Thermal Sciences (AREA)
- Building Environments (AREA)
- Golf Clubs (AREA)
- Supports For Plants (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Rod-Shaped Construction Members (AREA)
- Absorbent Articles And Supports Therefor (AREA)
- Tents Or Canopies (AREA)
- Prostheses (AREA)
- Springs (AREA)
- Materials For Medical Uses (AREA)
Abstract
Description
Die Erfindung bezieht sich auf ein als Leichtbauprofil ausgebildetes Ständerprofil mit zwei in Parallellage im Abstand voneinander verlaufenden, durch einen gemeinsamen Profilsteg miteinander verbundenen Profilschenkeln. Insbesondere bezieht sich die Erfindung auf ein C-förmiges Ständerprofil mit sich an den vom Profilsteg entfernten Längskanten der Profilschenkel entlangerstreckenden, nach innen gerichteten Randflanschen.The invention relates to a formed as a lightweight profile Stand profile with two in parallel position at a distance diverging, by a common Profile web interconnected profile legs. In particular The invention relates to a C-shaped stand profile with itself on the longitudinal edges removed from the profile web the profile leg extending, inside directed edge flanges.
Ständerprofile dieser Art, insbesondere C-förmige Ständerprofile, sind allgemein bekannt und finden vornehmlich im Trockenbau Verwendung, etwa beim Aufbau von leichten Trennwänden.Stand profiles of this type, in particular C-shaped stand profiles, are generally known and are mainly found in Drywall use, for example when building light partition walls.
Bei derartigen Trennwänden stehen die Profilstege der Ständerprofile senkrecht zu den Wandebenen und mit den Profilschenkeln sind beidseitig angeordnete Leichtbauplatten verschraubt, bei denen es sich beispielsweise um Gipskartonplatten handeln kann. Als Befestigungsschrauben dienen in aller Regel Schrauben mit selbstschneidenden Gewinden. Um das Eindrehen von Schrauben mit selbstschneidenden Gewinden zu erleichtern, sind die Profilschenkel derartiger Ständerprofile normalerweise außenseitig mit sogenannten Fischhaut-Profilierungen ausgerüstet.In such partition walls, the profile webs of the upright profiles are perpendicular to the wall levels and with the profile legs lightweight panels are screwed on both sides, which are, for example, plasterboard can act. Serve as fastening screws in generally screws with self-tapping threads. Around screwing in screws with self-tapping threads to facilitate, the profile legs of such stand profiles usually on the outside with so-called fish skin profiles equipped.
Trennwände dieser Art, bei denen es sich um Zweischalensysteme handelt, müssen vorgegebenen Forderungen hinsichtlich Schallschutz und gegebenenfalls auch im Hinblick auf Feuerschutz genügen. Insoweit sind schon mehrlagige Beplankungen vorgeschlagen worden. Für den Schallschutz bilden bei derartigen Trennwänden die eingesetzten Ständerprofile den Schwachpunkt.Partitions of this type, which are clamshell systems acts, must meet the specified requirements Sound insulation and possibly also with regard to fire protection are enough. In this respect there are already multi-layer planking been proposed. For soundproofing form such Partitions the used stand profiles Weak point.
Aus der DE 36 19 398 C1 ist bereits ein für den Aufbau von Zweischalensystemen bestimmtes Ständerprofil vorbekannt, bei dem die Profilschenkel jeweils über einen sich in Profillängsrichtung erstreckenden Verbindungsbereich, der als Federabschnitt ausgebildet ist, biegeweich an den Profilsteg angeschlossen sind. Die Verbindungsbereiche stehen dabei nach der von den Profilschenkeln wegweisenden Seite randseitig vom Profilsteg vor und bestehen aus in der Art von Haarnadelfedern ausgebildeten duchlaufenden Materialstreifen. Die federnde Bewegbarkeit der Profilschenkel in den vom unverformten Ständerprofil umschlossenen Profilhohlraum hinein ist durch Anschläge begrenzt.From DE 36 19 398 C1 is already one for the construction of Two-shell systems, certain stand profiles are already known, in which the profile legs each have a lengthwise profile extending connection area, which as Spring section is formed, flexible to the profile web are connected. The connection areas are there to the side pointing away from the profile legs in front of the profile web and consist of Art continuous material strips formed by hairpin feathers. The resilient mobility of the profile legs in the profile cavity enclosed by the undeformed stand profile inside is limited by stops.
Die vorbekannte Profilgestaltung stützt sich auf die durch Versuche belegte Erkenntnis, daß bei vorgegebener Beplankung einer Trennwand durch Ständerprofile mit geringer transversaler Federsteife eine Reduzierung der Schalldurchlässigkeit erreicht werden kann.The known profile design is based on the Experiments proved that with the given planking a partition wall with stand profiles with low transverse spring stiffness a reduction in sound permeability can be achieved.
Das vorbekannte Ständerprofil hat sich bewährt, ist aber in der Herstellung recht teuer und erscheint auch unter Schallschutzgesichtspunkten noch verbesserungsbedürftig. Demgemäß besteht die der Erfindung zugrundeliegende Zielsetzung in der Schaffung eines einfach herstellbaren Ständerprofils der vorgenannten Zweckbestimmung, das den Aufbau von Trennwänden mit reduzierter Schalldurchlässigkeit ermöglicht.The previously known stand profile has proven itself, but is in the production quite expensive and also appears under Noise protection aspects still need improvement. Accordingly, the objective underlying the invention is in the creation of an easily manufactured stand profile the aforementioned purpose, which is the construction partition walls with reduced sound permeability.
Gelöst ist diese Erfindungsaufgabe dadurch, daß bei dem Ständerprofil nach dem Oberbegriff des Patentanspruchs 1 der Profilsteg wenigstens einen in Profillängsrichtung verlaufenden Federabschnitt geringer transversaler Federhärte aufweist, der aus der vom Profilsteg aufgespannten Ebene herausgeformt ist und quer zur Profillängserstreckung eine biegeweiche Verbindung der Profilschenkel vermittelt.This invention task is solved in that Stand profile according to the preamble of patent claim 1 the profile web at least one extending in the longitudinal direction of the profile Spring section of low transverse spring hardness has, from the level spanned by the profile web is formed and a transverse to the longitudinal profile flexible connection of the profile legs mediated.
Bei dem erfindungsgemäßen Ständerprofil wird die erwünschte Verminderung der transversalen Federhärte dadurch erreicht, daß der Profilsteg von wenigstens einem längslaufenden Federabschnitt unterbrochen ist und somit das Ständerprofil aus zwei nicht starr, sondern über den genannten Federabschnitt miteinander verbundenen Teilen besteht, die in Abhängigkeit von den Federungseigenschaften des Federabschnittes begrenzt gegeneinander bewegbar sind. In the stand profile according to the invention, the desired Reduction in transverse spring hardness achieved that the profile web of at least one longitudinal spring section is interrupted and thus the stand profile of two not rigid, but over the spring section mentioned interconnected parts that are dependent from the suspension properties of the spring section are limited movable against each other.
Unter Verwendung so ausgebildeter Ständerprofile gelingt der Aufbau von biegeweichen Zweischalensystemen, deren Schalldurchlässigkeit gegenüber Zweischalensystemen mit Ständerprofilen nach dem oben beschriebenen Stande der Technik merklich reduziert ist.Successful using stand profiles designed in this way the construction of flexible double shell systems, their Sound permeability compared to clamshell systems with Stand profiles according to the prior art described above Technology is noticeably reduced.
Für die Minderung der Schalldurchlässigkeit ist es belanglos, nach welcher Seite der Federabschnitt aus der vom Profilsteg aufgespannten Ebene herausgeformt ist. Im Interesse eines leichten Anschlusses beispielsweise an Bauwerkswände ist es jedoch von Vorteil, wenn der Federabschnitt in Richtung der vom Profilsteg vorstehenden Profilschenkel in den Profilinnenraum hineingeformt ist.It is irrelevant for the reduction of the sound permeability, to which side the spring section from that of the profile web spanned plane is formed. In interest easy connection, for example to building walls However, it is advantageous if the spring section in the direction the profile leg protruding from the profile web into the Profile interior is molded.
Selbstverständlich kann der Profilsteg auch anstelle eines längslaufenden Federabschnittes mit mehreren parallel zueinander verlaufenden Federabschnitten ausgerüstet sein, die zweckmäßigerweise untereinander gleich ausgebildet sind.Of course, the profile web can also be used instead of one longitudinal spring section with several parallel to each other extending spring sections, which expediently have the same design as one another are.
Wenn nur ein längslaufender Federabschnitt vorgesehen ist, sollte dieser etwa in der Mitte der Breitenerstreckung des Profilstegs angeordnet und vorzugsweise symmetrisch zu einer Mittellinie des Profilstegs ausgebildet sein.If only one longitudinal spring section is provided, should this be approximately in the middle of the latitude of the Profile web arranged and preferably symmetrical to one Center line of the profile web should be formed.
Während bei dem Ständerprofil nach dem oben erläuterten Stande der Technik die Profilschenkei über als geschlossene haarnadelartige Federabschnitte ausgebildete Verbindungsbereiche biegeweich an den Profilsteg angeschlossen sind, handelt es sich bei dem erfindungsgemäßen Ständerprofil darum, daß der Federabschnitt mit voneinander beabstandeten Lochungen, Schlitzungen oder sonstigen Ausnehmungen versehen ist und demgemäß die sich beidseitig des Federabschnittes erstreckenden Teile des Ständerprofils nur über schmale Materialstege miteinander verbunden sind.While in the stand profile according to the above State of the art about the Profilschenkei as closed hairpin-like spring sections formed connection areas are flexibly connected to the profile web, is the stand profile according to the invention that the spring portion with spaced apart Provide perforations, slits or other recesses is and accordingly on both sides of the spring section extending parts of the stand profile only over narrow Material webs are connected to each other.
Als besonders zweckmäßig hat sich erwiesen, wenn die voneinander beabstandeten Ausnehmungen des Federabschnittes als in Profillängsrichtung verlaufende Schlitzungen ausgebildet sind, desgleichen, daß die Schlitzungen des Federabschnittes gegeneinander versetzt angeordnet sind.It has proven to be particularly useful if the one another spaced recesses of the spring section formed as slits running in the longitudinal direction of the profile are, likewise, that the slits of the spring section are mutually offset.
Eine gleichfalls wichtige Weiterbildung sieht vor, daß die Schlitzungen des Federabschnittes jeweils in benachbarten Reihen und innerhalb jeder Reihe jeweils unter Belassung der genannten schmalen Materialstege angeordnet sind, derart, daß sich über die Materialstege zwischen in Längsrichtung aufeinander folgenden Schlitzen seitlich davon angeordnete Schlitze hinweg erstrecken.An equally important further training provides that the Slits of the spring section in each case in adjacent Rows and within each row with each left said narrow material webs are arranged, such that over the webs of material between in the longitudinal direction successive slots laterally arranged therefrom Extend slots.
Zweckmäßigerweise sind, ebenfalls gemäß einer Weiterbildung der Erfindung, die Schlitzungen des Federabschnittes hinsichtlich Länge und Breite untereinander gleich ausgebildet.Are expedient, also according to a further training of the invention, the slits of the spring section with respect The length and width are the same.
Gemäß einer anderen wichtigen Weiterbildung handelt es sich bei den Schlitzungen des Federabschnittes nicht um Ausstanzungen, sondern um Durchprägungen mit nach einer Seite hochgestellten Schlitzrändern, die zweckmäßigerweise in den Profilinnenraum vorstehen.According to another important training the slits in the spring section are not punched out, but about embossing with to one side raised slit edges, which are conveniently in the Project the interior of the profile.
Derartige Durchprägungen sind in einfacher Weise mittels geeigneter Rollwerkzeuge herstellbar.Such embossings are simple suitable rolling tools can be produced.
Naturgemäß führt die erfindungsgemäß verwirklichte Unterbrechung des Profilstegs durch einen in Profillängsrichtung verlaufenden Federabschnitt geringer transversaler Federhärte dazu, daß die vom Profilsteg bei unverformtem Ständerprofil in Parallellage vorstehenden Profilschenkel beim Eindrehen selbstschneidender Schrauben zwecks Anbringung von Leichtbauplatten aufeinander zu durchfedern können, was logischerweise die Beplankung der Ständerprofile erschwert.The interruption realized according to the invention naturally leads of the profile web by one in the longitudinal direction of the profile running spring section of low transverse spring hardness to ensure that the profile web with undeformed stand profile in parallel projecting profile leg at Screw in self-tapping screws for attachment of lightweight panels to bounce each other what logically the planking of the column profiles is difficult.
Um hier Abhilfe zu schaffen, sieht eine abermalige Weiterbildung der Erfindung vor, daß zwischen den Profilschenkeln Stützelemente aufgenommen sind, die Zusammendrückungen der Profilschenkel unterbinden. Bei diesen Stützelementen kann es sich zweckmäßigerweise um im wesentlichen formfeste Isolierstoffkörper handeln, die etwa aus Steinwolle bestehen und im Profilinnenraum aufgenommen sind. Der Einsatz derartiger Isolierstoffkörper aus Steinwolle führt auch zu einem verbesserten Feuerschutz so aufgebauter Trennwände.To remedy this, see a further training the invention that between the profile legs Support elements are added, the compressions of the Prevent the profile leg. With these support elements can it is expediently essentially dimensionally stable insulating material body act, which consist of stone wool and are included in the profile interior. The use of such Stone wool insulating material body also leads to a improved fire protection of partition walls constructed in this way.
Sofern es auf verbesserten Feuerschutz nicht ankommt, können auch Isolierstoffkörper in Form von Ausspritzungen des Profilinnenraums vorgesehen sein. In Betracht kommen beispielsweise Polyurethanschäume. Sofern derartige Stützelemente sich über die genannte Länge der Ständerprofile erstrecken, erfahren diese Profile auch eine aus Gründen der Stabilität durchaus erwünschte Verbesserung der Längssteifigkeit.Unless improved fire protection is important, you can also insulating body in the form of extrusions of the Profile interior can be provided. Consider, for example Polyurethane foams. If such support elements extend over the stated length of the stand profiles, experience these profiles also for the sake of Stability desired improvement in longitudinal rigidity.
Eine Ausführungsform der Erfindung soll nachstehend anhand der beigefügten Zeichnung erläutert werden. In schematischen Ansichten zeigen:
- Fig. 1
- in einer perspektivischen Ansicht einen Längenabschnitt eines C-förmigen Ständerprofils mit einem aus der Ebene des Profilsteges in den Profilinnenraum hineingeformten Federabschnitt,
- Fig. 2
- eine Abwicklung des Ständerprofils mit angedeuteten Biegekanten zwischen den Profilschenkeln und dem Profilsteg sowie in benachbarten Reihen in Profillängsrichtung im Profilsteg verlaufenden und jeweils versetzt zueinander angeordneten schlitzartigen Durchstanzungen,
- Fig. 3
- einem der Schnittlinie III-III in Fig. 2 entsprechenden Querschnitt durch das Ständerprofil und
- Fig. 4
- ein Ständerprofil mit einem in dessen Profilhohlraum als Stützelement aufgenommenen Isolierkörper in einer Ansicht wie in Fig. 1.
- Fig. 1
- in a perspective view a longitudinal section of a C-shaped upright profile with a spring section formed into the interior of the profile from the plane of the profile web,
- Fig. 2
- a development of the upright profile with indicated bending edges between the profile legs and the profile web and in adjacent rows in the profile longitudinal direction in the profile web and in each case offset slot-like punchings,
- Fig. 3
- one of the section line III-III in Fig. 2 corresponding cross section through the stator profile and
- Fig. 4
- a stator profile with an insulating body accommodated in its profile cavity as a support element in a view as in FIG. 1.
Bei dem Ständerprofil 10 handelt es sich um ein C-Profil,
das einen Profilsteg 11 und zwei in Parallellage im Abstand
voneinander verlaufende, längs der Biegekanten 12, 12' vom
Profilsteg 11 abgekantete Profilschenkel 13, 13' besitzt.
An den vom Profilsteg 11 entfernten Längskanten der Profilschenkel
13, 13' erstrecken sich an Biegekanten 14, 14'
nach innen und in Parallellage zum Profilsteg 11 abgekantete
Randflanschen 15, 15' entlang.The
Quer zur Profillängsrichtung sind in die außenseitig in bekannter
Weise mit Fischhaupt-Profilierungen zum erleichterten
Eindrehen von Schrauben mit selbstschneidenden Gewinden
ausgerüsteten Profilschenkel 13, 13' in vorbestimmten Abständen
voneinander Versteifungssicken 16 eingeprägt, die
sich über die Biegekanten 12, 12' hinweg bis in die angrenzenden
Randbereiche 17, 17' des Profilstegs 11 hineinerstrecken.
Alternativ dazu können auch nur über die Biegekante
12, 12' und jeweils bis in die aneinander angrenzenden
Randbereiche 17, 17' des Profilstegs 11 und der Profilschenkel
13, 13' reichende Versteifungssicken eingeprägt
sein.Transverse to the longitudinal direction of the profile are known in the outside
Way with fish head profiles to facilitate
Screwing in screws with self-tapping threads
equipped
Der Profilsteg 11 ist etwa in der Mitte seiner Breitenerstreckung
mit einem symmetrisch zu einer Mittellinie 18
ausgebildeten Federabschnitt 20 ausgerüstet, der aus der
Ebene des Profilstegs 11 in den Innenraum des Profils 10
zwischen den Profilschenkeln 13, 13' hochgeformt ist. Der
längslaufende Federabschnitt 20 besteht aus in parallelen
Reihen beabstandet voneinander angeordneten längsschlitzartigen
Durchstanzungen 21, 21', die in den benachbarten Reihen
jeweils derart versetzt zueinander angeordnet sind, daß
die längsschlitzartigen Durchstanzungen 21 einer Reihe sich
jeweils über die zwischen den längsschlitzartigen Durchstanzungen
21' einer benachbarten Reihe belassenen Materialstege
hinauserstrecken. Dies zeigt in besonders anschaulicher
Weise die in Fig. 2 veranschaulichte Abwicklung des
Ständerprofils 10.The
Bei den längsschlitzartigen Ausnehmungen 21, 21' des Federabschnittes
20 handelt es sich um Durchstanzungen, die von
in den Profilinnenraum vorstehenden Schlitzrändern 23 begrenzt
sind. Dies zeigt insbesondere Fig. 3.With the longitudinal slot-
Bei der in Fig. 4 veranschaulichten Ausführungsform ist im
Profilinnenraum zwischen den Profilschenkeln 13, 13' einerseits
und zwischen dem Profilsteg 11 und den Randflanschen
15, 15' andererseits ein im wesentlichen formfester Isolierstoffkörper
25 aus Steinwolle aufgenommen, der die vom
Profilschenkel 11 bei unverformtem Ständerprofil 10 parallel
zueinander vorstehenden Profilschenkel 13, 13' derart
abstützt, daß diese beim Eindrehen selbstschneidender
Schrauben infolge der dabei von außen auf die Profilschenkel
13, 13' einwirkenden Kräfte ein Ausweichen der Profilschenkel
nach innen unterbindet. Neben der Stützfunktion
vermittelt der formfeste Isolierstoffkörper 25 auch einen
verbesserten Feuerschutz und darüber hinaus eine verbesserte
Längssteifigkeit des gesamten Profils.In the embodiment illustrated in Fig. 4 is in
Profile interior between the
Claims (13)
dadurch gekennzeichnet,
daß der Profilsteg (11) wenigstens einen in Profillängsrichtung verlaufenden Federabschnitt (20) geringer transversaler Federhärte aufweist, der aus der vom Profilsteg (11) aufgespannten Ebene herausgeformt ist und eine biegeweiche Verbindung der Profilschenkel (13, 13') vermittelt.A stand profile designed as a lightweight construction profile with two profile legs running in parallel and spaced apart from one another and connected to one another by a common profile web, in particular a C-shaped stand profile with inward-facing edge flanges extending along the longitudinal edges of the profile legs remote from the profile web,
characterized,
that the profile web (11) has at least one spring section (20) of low transverse spring hardness running in the longitudinal direction of the profile, which is formed out of the plane spanned by the profile web (11) and provides a flexible connection of the profile legs (13, 13 ').
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19934310 | 1999-07-21 | ||
DE19934310A DE19934310A1 (en) | 1999-07-21 | 1999-07-21 | Stand profile designed as a lightweight profile |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1074671A2 true EP1074671A2 (en) | 2001-02-07 |
EP1074671A3 EP1074671A3 (en) | 2001-02-14 |
EP1074671B1 EP1074671B1 (en) | 2005-08-24 |
Family
ID=7915617
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP00114760A Expired - Lifetime EP1074671B1 (en) | 1999-07-21 | 2000-07-10 | Post profile developed as lightweight partition profile |
Country Status (7)
Country | Link |
---|---|
US (1) | US6381916B1 (en) |
EP (1) | EP1074671B1 (en) |
AT (1) | ATE302885T1 (en) |
CA (1) | CA2314037C (en) |
DE (2) | DE19934310A1 (en) |
DK (1) | DK1074671T3 (en) |
ES (1) | ES2246778T3 (en) |
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GB2380497A (en) * | 2001-09-25 | 2003-04-09 | Jonathan Evans | Metal profile for a sound insulation partition wall |
WO2005024148A1 (en) * | 2003-09-10 | 2005-03-17 | Fletcher Building Holdings Limited | Sound attenuating framing system |
DE10352247A1 (en) * | 2003-11-08 | 2005-06-09 | König GmbH & Co. KG | Metal profile e.g. CW profile, for column e.g. pillar, has connecting web plate with connecting unit that is connected between flange sections at regular intervals by welding, where connecting unit is made of sound proof material |
WO2013064191A1 (en) | 2011-11-03 | 2013-05-10 | Lafarge Platres | Drywall with improved acoustic properties and channel therefor |
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US20040139684A1 (en) * | 1999-12-27 | 2004-07-22 | Menendez Jose Miguel | Building elements and building element assemblies formed therewith |
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CN108131553A (en) * | 2018-01-15 | 2018-06-08 | 江门市蓬江区欧罗富五金橡胶制品有限公司 | Heavy burden beam |
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DE3619398C1 (en) | 1986-06-09 | 1987-07-30 | Profil Vertrieb Gmbh | Stand profile designed as a lightweight profile |
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1999
- 1999-07-21 DE DE19934310A patent/DE19934310A1/en not_active Withdrawn
-
2000
- 2000-07-10 EP EP00114760A patent/EP1074671B1/en not_active Expired - Lifetime
- 2000-07-10 ES ES00114760T patent/ES2246778T3/en not_active Expired - Lifetime
- 2000-07-10 AT AT00114760T patent/ATE302885T1/en active
- 2000-07-10 DE DE50011012T patent/DE50011012D1/en not_active Expired - Lifetime
- 2000-07-10 DK DK00114760T patent/DK1074671T3/en active
- 2000-07-13 CA CA002314037A patent/CA2314037C/en not_active Expired - Fee Related
- 2000-07-19 US US09/619,415 patent/US6381916B1/en not_active Expired - Lifetime
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DE3619398C1 (en) | 1986-06-09 | 1987-07-30 | Profil Vertrieb Gmbh | Stand profile designed as a lightweight profile |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2380497A (en) * | 2001-09-25 | 2003-04-09 | Jonathan Evans | Metal profile for a sound insulation partition wall |
WO2005024148A1 (en) * | 2003-09-10 | 2005-03-17 | Fletcher Building Holdings Limited | Sound attenuating framing system |
DE10352247A1 (en) * | 2003-11-08 | 2005-06-09 | König GmbH & Co. KG | Metal profile e.g. CW profile, for column e.g. pillar, has connecting web plate with connecting unit that is connected between flange sections at regular intervals by welding, where connecting unit is made of sound proof material |
WO2013064191A1 (en) | 2011-11-03 | 2013-05-10 | Lafarge Platres | Drywall with improved acoustic properties and channel therefor |
Also Published As
Publication number | Publication date |
---|---|
CA2314037C (en) | 2007-07-03 |
EP1074671B1 (en) | 2005-08-24 |
DK1074671T3 (en) | 2005-11-21 |
US6381916B1 (en) | 2002-05-07 |
CA2314037A1 (en) | 2001-01-21 |
DE19934310A1 (en) | 2001-01-25 |
DE50011012D1 (en) | 2005-09-29 |
ATE302885T1 (en) | 2005-09-15 |
ES2246778T3 (en) | 2006-03-01 |
EP1074671A3 (en) | 2001-02-14 |
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