DE1484088A1 - Metal profile bar - Google Patents
Metal profile barInfo
- Publication number
- DE1484088A1 DE1484088A1 DE19621484088 DE1484088A DE1484088A1 DE 1484088 A1 DE1484088 A1 DE 1484088A1 DE 19621484088 DE19621484088 DE 19621484088 DE 1484088 A DE1484088 A DE 1484088A DE 1484088 A1 DE1484088 A1 DE 1484088A1
- Authority
- DE
- Germany
- Prior art keywords
- walls
- web
- metal profile
- projections
- cavity
- 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.)
- Pending
Links
- 239000002184 metal Substances 0.000 title claims description 17
- 238000010276 construction Methods 0.000 claims description 8
- 230000007704 transition Effects 0.000 claims description 4
- 238000005253 cladding Methods 0.000 description 3
- 125000006850 spacer group Chemical group 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000003801 milling Methods 0.000 description 2
- 239000011324 bead Substances 0.000 description 1
- 210000005069 ears Anatomy 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B62—LAND VEHICLES FOR TRAVELLING OTHERWISE THAN ON RAILS
- B62D—MOTOR VEHICLES; TRAILERS
- B62D33/00—Superstructures for load-carrying vehicles
- B62D33/04—Enclosed load compartments ; Frameworks for movable panels, tarpaulins or side curtains
-
- 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
-
- 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
- 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
- E04C2003/0413—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 being built up from several parts
-
- 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
- E04C2003/0413—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 being built up from several parts
- E04C2003/0417—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 being built up from several parts demountable
-
- 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
- E04C2003/0439—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 cross-section comprising open parts and hollow parts
-
- 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
- E04C2003/0452—H- or I-shaped
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Transportation (AREA)
- Mechanical Engineering (AREA)
- Body Structure For Vehicles (AREA)
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Description
8 MÖNCHEN 23- 8 I EQ ES ST RA88E 26 ■ TELEFON 348067 ■ TELEGRAMM-ADRESSE: IN VENT/M DNCH EN8 MÖNCHEN 23- 8 I EQ ES ST RA88E 26 ■ TELEPHONE 348067 ■ TELEGRAM ADDRESS: IN VENT / M DNCH EN
B 125 Λ 20.6.1968 B 125 Λ June 20th, 1968
P 1* 8* 088.1 (A 39 835 W37b)P 1 * 8 * 088.1 (A 39 835 W37b)
SCHWEIZERISCHE AIUMIHIUM A,G,, Chippis / SchweleSWISS AIUMIHIUM A, G ,, Chippis / smoldering
" Metallprofilstab ""Metal profile bar"
Die Erfindung besieht sich auf einen vielseitig anwendbaren Metallprofilstab, insbesondere aus Leichtmetall, der für den Bau von Wänden, kastenförmigen Baukörpern, wie Containern und Fahrzeugaufbauten und dergleichen, bestimmt ißt und verschiedene Fraktionen vereinigt«The invention is directed to a versatile one Metal profile bar, in particular made of light metal, which is used for the construction of walls, box-shaped structures, such as containers and Vehicle bodies and the like, certain eats and various Factions united "
Einerseits dient der erfindungsgemäsae Profilstab als tragendes, biegungs- und torsionsateifes Konstruktionselement, z.B. als Säule oder Rippe, in welchem die für die übrigen Punktio- ; n^n notwendige Formgebung zugleich die für die vorgesehene Beanspruchung notwendigen Trägheits- und Widerstandsmomente ergibt ο Andererseits ist der Profilstab so ausgebildett dass er das Anbauen von Belägen und Verkleidungen, z.B« von Blechen, von nur e±n&v Seite her ermöglicht· Schliesslioh ist seine Gestalt so gewählt, dass der Zusammenbau durch Schraubenbolzen und an*» dere mechanische Büttel sowie durch Sohweissen erleichtert ist·On the one hand, the inventive profile bar serves as a load-bearing, bending and torsion-resistant construction element, for example as a column or rib, in which the other puncture; n ^ n necessary shaping at the same time necessary for the envisaged load inertia and moments of resistance gives ο other hand, the profile bar adapted t he Growing coverings and claddings, such as "sheets, of only e ± & v page n forth allows · Schliesslioh is its shape chosen so that the assembly is facilitated by screw bolts and other mechanical shackles as well as by welding ·
: .8 09902/0551 : .8 09902/0551
.c:U3 Unterlagen (Art 7 S1 Abs. 2 Nr. 1 Sau 3 dM Amtanimi«^ «. ^. t*. 1967).c: U3 documents (Art 7 S1 Paragraph 2 No. 1 Sau 3 dM Amtanimi «^«. ^. t *. 1967)
Bs sind für ähnliche Zwecke bereits Metallprofilstäbe bekannt, die im Querschnitt einen Steg aufweisen, an dessen Enden auf der einen Seite auseinandergehende Plansche und auf der anderen Seite zwei zueinander parallele, senkrecht zum Steg verlaufende Hände angeordnet aindo For similar purposes, metal profile rods are already known which have a cross-section with a web, at the ends of which on one side diverging puddles and on the other side two parallel hands that run perpendicular to the web are arranged aind o
Ein gemäss der Erfindung ausgebildeter Metallprofilstab dieser Art ist dadurch gekennzeichnet, dass die senkrecht zum Steg verlaufenden Wände in ihrem an den Steg anstossenden Seil gegen» einandergerichtete Vorsprünge bilden, die zusammen mit dem Steg einen Hohlraum begrenzen. Diese Vorsprünge können durch Abkröpfungen der Wände gebildet sein und eine offene Hut einschliessen. Sie können aber auch unter Bildung einer Querwand miteinander verbunden sein und einen geschlossenen Hohlraum begrenzen»A metal profile bar designed according to the invention Art is characterized by the fact that the walls running perpendicular to the footbridge in their rope adjoining the footbridge against » Form mutually directed projections which, together with the web, delimit a cavity. These projections can be caused by bends be formed of the walls and include an open hat. But they can also be connected to one another to form a transverse wall and a closed cavity limit"
Die auseinandergehenden Flansche auf der einen Seite des Stegee bilden mit der Senkrechten zum Steg vorzugsweise einen Winkel von mindestens 5° und von höchstens 60°» Vorzugsweise schliessen sich an diese Flansche zwei auseinandergehende Lappen an, die parallel zum Steg verlaufen, das Befestigen von Verkleidungen erleichtern und zur Festigkeit des Stabes beitragen. The diverging flanges on one side of the bridge preferably form an angle of at least 5 ° and of at most 60 ° with the perpendicular to the web adjoining these flanges are two diverging lobes that run parallel to the web, the fastening of Facilitate cladding and add to the strength of the bar.
Die Fig» 1 und 2 der Zeichnung zeigen bekannte Querschnitte von Metallprofilstäben, die Figo 3 bis 9 zeigen verschiedene Ausführungsformen und Anwendungsbeispiele der Erfindung«'Figures 1 and 2 of the drawing show known cross-sections of metal profile bars, the Figo 3 to 9 show various embodiments and application examples of the invention «'
Unterlagen (Art?siAb8.2 Nr. 8 0 9 9 0 2/0551Documents (Art? SiAb 8. 2 No. 8 0 9 9 0 2/0551
U84088U84088
Die Hetallprofilstäbe weise alle einen Steg 1, auseinandergehende Flansche 2, an die sich Lappen 4 anschliessen können, und parallele Wände 3 auf οThe metal profile rods all have a web 1, diverging flanges 2, to which tabs 4 can be connected, and parallel walls 3 on ο
Bei der erfindungsgemässen Ausführung nach Fig« 3 befinden sich zwischen den Wänden 3 und den Enden des Steges 1 Übergangswände.3a, die bereits die Erfordernisse der Wände 3 des Grundprof ilea erfüllen« Dadurch, dass sie weiter auseinander liegen als dit Wände 3, ergeben sich gegeneinandergerichtete Vorsprünge 5 und es wird ein hint er schnitt ener, nutartiger Baum 6 gebildet, der hier Nuttern 7 aufnimmt, die im Zusammenwirken mit den Schraubenbolzen 8 das Anziehen des Kleaostabes ▼on einer Seite her gestatten» An Stelle der Anbauweise mittels Schraubenbolzen und Kuttern können Befestigungselemente verwendet werden, die unmittelbar an den Steg 1 angeschlossen werden, z.B. Hohlnieten, Parkersohrauben oder Einnietmuttern· Durch den Klemmstab 9 werden die Bänder der VerkleldungBbleohe 10 gegen die Flansohe 2 gepresst und dadurch in ihrer Lage festgehalten» Durch diese Anordnung ergibt sich die Möglichkeit, auf der Anbauseite eine durchgehende, ebene, glatte Fläche eu erzielen. In den Baum zwischen den Wänden 3 1st ein Konstruktionselement mit einem plattenförmigen Ansatz 11 eingeschoben, dessen Lage mittels Nieten 12 fixiert ist· Nach dieser Anordnung können Verbundträger in Fachwerk- oder Vierendeel-Form gebaut werden, in denen der erfindungsgemässe Profilstab den einen Gurt bildet, während der gegenüberliegende Gurt ebenfalls ale ein erfindungsgemässer Profilstab oder beliebig anders ausgebildet sein kann«.In the embodiment according to the invention according to FIG between the walls 3 and the ends of the web 1 transition walls.3a, which already meet the requirements of the walls 3 of the Fulfilling the basic prof ilea “By keeping them further apart If walls 3 are positioned as dit, there are oppositely directed Projections 5 and a back he cut ener, groove-like tree 6 is formed, which receives nuts 7 here, which in cooperation with the screw bolts 8, the tightening of the Kleaostabes ▼ allow on one side »Instead of the mounting method using screw bolts and cutters, fastening elements that are connected directly to the web 1, e.g. hollow rivets, Parker ears or rivet nuts By means of the clamping rod 9, the tapes of the cladding sheet are fastened 10 pressed against the flange 2 and thus held in place »This arrangement makes it possible to a continuous, level, smooth surface eu on the attachment side achieve. A construction element with a plate-shaped extension 11 is inserted into the tree between the walls 3, whose position is fixed by means of rivets 12. According to this arrangement, composite girders in half-timbered or Vierendeel form are built, in which the inventive profile bar the forms a belt, while the opposite belt can also be designed as a profile bar according to the invention or in any other way.
809902/0551809902/0551
H8A088H8A088
Ea besteht auch die Möglichkeit, mittels eines Steges oder Lappens, der in den Raum zwischen den Wänden 3 eingeschoben · wird, direkt anzubauen; dieser Gegengurt kann auch aus einem nichtmetallischen Werkstoff bestehen« Zur Versteifung sind an den Lappen 4 Wülste 13 und an den Wänden 3 seitliche Flansche 14 angebrachteThere is also the possibility of using a bridge or The flap, which is inserted into the space between the walls 3, can be attached directly; this counter belt can also consist of a consist of non-metallic material. For stiffening, there are 4 beads 13 on the tabs and 3 lateral flanges on the walls 14 attached
Profilstäbe der in fig» 3 veranschaulichten Art eignen sich sehr gut für den Bau von Kühlwagen mit doppelten Wänden, die als isolierende Abstandhalter Kunststoffplatten oder Kunst stoffstäbe 11 aufweisen; diese Abstandhalter erfüllen zugleich die Funktion von kraftübertragenden Füllgliedern eines Verbund tragwerke β (Stegen, Streben, Diagonalen eines FachwerkeB)n Zweckmässig werden bei derartigen Konstruktionen zwei erf indungsgemässe Profilstäbe einander gegenüberliegend angeordnet und miteinander durch die Platten bzw ο Stäbe 11 verbunden·Profile bars of the type illustrated in FIG. 3 are very suitable for the construction of refrigerated trucks with double walls, which have plastic sheets or plastic bars 11 as insulating spacers; these spacers satisfy at the same time the function of the force-transmitting Füllgliedern a composite structures β (webs, struts, diagonals of a FachwerkeB) n expediently be in such constructions two indungsgemässe profile bars erf each arranged opposite to and interconnected by the plates or ο rods 11 connected ·
Figo 4 zeigt eine ähnliche Ausführungsform, bei welcher der Abstand zwischen den beiden Wänden 3 so gross ist, dass die Flansche 2 über den Steg hinaus geradlinig weitergeführt werden können und den Übergang zu den Wänden 3 bilden, wobei sich wieder Vorsprünge 5 und eine Nut 6 ergeben·FIG o 4 shows a similar embodiment in which the distance between the two walls 3 is so large that the flanges 2 can be continued in a straight line beyond the ledge and form the transition to the walls 3, wherein again the projections 5 and a groove 6 result
Als Variante können die Vorsprünge 5 durch Rippen 15 verlängert werden, die dazu dienen, durch örtliches Eindrücken vorgängig eingeschobene Muttern 7 in ihrer Lage festzuhaltenAs a variant, the projections 5 can be lengthened by ribs 15, which are used in advance by local pressing to hold inserted nuts 7 in their position
809902/0551809902/0551
H8A088H8A088
Pig· 5 zeigt eine Weiterausbildung des MetallprofilStabes nach Pig. 3« Die Wände 3 des Profilstabes divergieren an der dem Steg 1 abgewendeten Seite unter Bildung der Wände 16, welch letztere durch Plansche 17 abgeschlossen sind, auf die Platten 18 mit Hilfβ eines elastischen Einsohnappstabes 19 ' aus Gummi oder dergleichen angeklemmt sindo Der Einsohnappstab kann auch metallisch sein«. Vorzugsweise liegen die Innenränder der Plansche 17 ixi der gleichen Ebene wie die Innenflächen der Wände 3, wodurch die Möglichkeit besteht, für die Ausführung von Biegearbeiten distanzhaltende Flachkörper einzuschieben«Pig · 5 shows a further development of the metal profile rod after Pig. 3 «The walls 3 of the profile rod diverge on the side facing away from the web 1 to form the walls 16, which the latter are completed by planch 17, onto the plates 18 with the aid of an elastic one-piece rod 19 'made of rubber or the like are clamped on o The unicorn stick can also be metallic «. The inner edges are preferably located the plansche 17 ixi of the same plane as the inner surfaces of the Walls 3, which makes it possible to insert spacer flat bodies for the execution of bending work «
Xm Ausführungsbeispiel nach Pigο 6 begrenzen die Wände 3 einen Hohlraum 20, der auf der dem Steg 1 abgewendeten Seite durch einen breiten, nach beiden Seiten vorspringenden Plansch 21 abgeschlossen isto In den hinterschnittenen, nutbildenden Raum 22 lassen sich von aussen her Muttern einschieben, in die Bolzen eingeschraubt werden können, die durch öffnungen im Steg 1 einführ bar sindo Ein solcher Profilstab 1st besonders gut für die Herstellung von Kastenaufbauten von Lieferwagen geeigneteIn the exemplary embodiment according to Pigο 6, the walls 3 delimit one Cavity 20, the side facing away from the web 1 by a wide, protruding to both sides plunge 21 is completed o In the undercut, groove-forming Space 22 nuts can be inserted from the outside into which bolts can be screwed through openings in the Bar 1 can be introduced. Such a profile bar is particularly good for the production of box bodies for delivery vans suitable
In Profilstab nach Pig· 7 begrenzen die gegeneinander gerichteten Vorsprünge unter Bildung einer Querwand 5a einen geschlossenen Hohlraum 23« Punktiert sind zusätzliche Plansche 25 und 26 angeordnet, die wahlweise vorgesehen werden können, was besonders zweckmässig ist, wenn die Konstruktion geschweisst wird: Barch örtliches Offnen des Hohlraumes 24· z«B· durchIn the profile bar according to Pig.7, the projections directed towards one another delimit a closed cavity 23, forming a transverse wall 5a. Additional puddles are dotted 25 and 26 arranged, which can be optionally provided, which is particularly useful when the construction is welded: Barch local opening of the cavity 24 · z «B · through
. .. 809902/0551. .. 809902/0551
.6- U8A088.6- U8A088
aus beliebigem Werkstoff (Beschläge, Versteifungen, Hilfskonstruktionen, Apparate usw.) durch Einschieben eines den geöffneten Hohlraum füllenden Lappens anzubauen<,made of any material (fittings, stiffeners, auxiliary structures, Apparatus, etc.) by inserting a rag that fills the open cavity <,
Wenn der den Hohlraum 24 absohliessende Steg 27 im Profilstab weggelassen wird, ist der Baum 24 zwischen den Wänden 3 für Einbauten zugänglich, ohne dass Fräsarbeiten notwendig sind.When the web 27 in the profile bar which closes the cavity 24 is omitted, the tree 24 between the walls 3 is accessible for built-in components without the need for milling work are.
Pig, δ zeigt einen Profilstab, an dessen Querwand 29, die den Hohlraum 28 begrenzt, eine einzelne Wand 30 angeschlossen ist, welche an die Stelle der doppelwandigen Fortsetzung der Wände 3 tritt« Auch hier sind punktiert zusätzliche Flansche 31 und 32 angedeutet, die je nach den Erfordernissen der Konstruktion mitangepresst werden»Pig, δ shows a profile bar, to whose transverse wall 29, which delimits the cavity 28, a single wall 30 is connected which takes the place of the double-walled continuation of the walls 3. Here, too, additional flanges are dotted 31 and 32 indicated, which are also pressed depending on the requirements of the construction »
9 zeigt ein Ausführungsbeispiel, bei dem der Profilstab bezüglich einer senkrecht zu den Wänden 3 und parallel zum Steg 1 verlaufenden Ebene symmetrisch ausgebildet isto 9 shows an embodiment in which the profile bar is designed symmetrically with respect to a plane running perpendicular to the walls 3 and parallel to the web 1, etc.
809902/0551809902/0551
Claims (1)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH580861A CH396370A (en) | 1961-05-18 | 1961-05-18 | Metal profile bar |
Publications (1)
Publication Number | Publication Date |
---|---|
DE1484088A1 true DE1484088A1 (en) | 1969-01-09 |
Family
ID=4299647
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19621484088 Pending DE1484088A1 (en) | 1961-05-18 | 1962-03-29 | Metal profile bar |
Country Status (3)
Country | Link |
---|---|
CH (1) | CH396370A (en) |
DE (1) | DE1484088A1 (en) |
GB (1) | GB946174A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2255610A1 (en) * | 1971-11-12 | 1973-05-30 | Aluma Building Syst Inc | FORMWORK SCAFFOLDING FOR CONCRETE FLOORS |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3714748A (en) * | 1970-01-02 | 1973-02-06 | Angeles Metal Trim Co | Support structure for shelving |
US3965641A (en) * | 1974-04-04 | 1976-06-29 | Decks, Incorporated | Sheet metal structural shape and use in insulated decking structure and method |
US4048777A (en) * | 1974-04-04 | 1977-09-20 | Carroll Research, Inc. | Building deck structure |
EP0008592B2 (en) * | 1978-09-13 | 1986-09-17 | Austria Metall Aktiengesellschaft | Outer skin element for walls or roofs, especially for vehicle superstructures |
GB2136867B (en) * | 1982-12-06 | 1986-09-17 | Rapid Metal Developments Ltd | A structural beam e.g. for supporting formwork |
DE8422675U1 (en) * | 1984-07-30 | 1984-12-13 | Aluminium-Walzwerke Singen Gmbh, 7700 Singen | SNOW HOLDING DEVICE |
FR2669714A1 (en) * | 1990-11-28 | 1992-05-29 | Hannes Paul | PROFILEE HOLLOW HOLLOW. |
-
1961
- 1961-05-18 CH CH580861A patent/CH396370A/en unknown
-
1962
- 1962-03-29 DE DE19621484088 patent/DE1484088A1/en active Pending
- 1962-05-11 GB GB18218/62A patent/GB946174A/en not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2255610A1 (en) * | 1971-11-12 | 1973-05-30 | Aluma Building Syst Inc | FORMWORK SCAFFOLDING FOR CONCRETE FLOORS |
Also Published As
Publication number | Publication date |
---|---|
CH396370A (en) | 1965-07-31 |
GB946174A (en) | 1964-01-08 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
SH | Request for examination between 03.10.1968 and 22.04.1971 |