DE481183C - Process for laying and installing factory-made metal trusses - Google Patents
Process for laying and installing factory-made metal trussesInfo
- Publication number
- DE481183C DE481183C DEM94004D DEM0094004D DE481183C DE 481183 C DE481183 C DE 481183C DE M94004 D DEM94004 D DE M94004D DE M0094004 D DEM0094004 D DE M0094004D DE 481183 C DE481183 C DE 481183C
- Authority
- DE
- Germany
- Prior art keywords
- laying
- factory
- made metal
- metal trusses
- installing
- 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.)
- Expired
Links
Classifications
-
- 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
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/065—Light-weight girders, e.g. with precast 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
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Tents Or Canopies (AREA)
Description
Verfahren zum Verlegen und Einbauen von fabrikmäßig hergestellten Fachwerkträgern aus IYIetall -Die bekannten, fabrikmäßig hergestellten Fachwerkträger aus Metall mußten je nach der Spannweite verschieden lang hergestellt werden. Das vorliegende Verfahren bezweckt, bei solchen Fachwerkträgern die Trägerlänge entsprechend der Spannweite veränderlich zu machen, und zwar dadurch, daß der Endunter-urtstab bei der Herstellung nicht fest an den Ubergurt angeschlossen wird, suriderrt daß dieser Anschlul5 des Enduntergurtstabes an den Obergurt erst in der Einbaustelle vorgenommen wird. Dadur cli kann, j e nachdem der Winkel der Abbiegung des Enduntergurtstabes größer oder kleiner gewählt wird, die Trägerlänge in gewissen Grenzen geäri. dert werden.Method of laying and installing factory-made Trusses made of IYIetall -The well-known, factory-made trusses made of metal had to be made of different lengths depending on the span. That The purpose of the present method is to adjust the length of the girders accordingly to make the span changeable, namely by the fact that the Endunter-urtstab is not firmly attached to the Ubergurt during manufacture, suriderrt that this connection of the end lower chord bar to the upper chord only in the installation point is made. Dadur cli can, depending on the angle of the bend of the end lower chord bar is chosen larger or smaller, the carrier length geäri within certain limits. changes will.
Die Zeichnungen stellen Ausführungsbeispiele eines solchen Fachwerkträ-ers in Verbindung mit verschiedeucn Auilagerun-en dar.The drawings represent exemplary embodiments of such a truss in connection with various Auilagerun-s.
Der fabrikmäßig hergestellte Fachwerkträger nach abb. t besteht aus dein Obergurt t und dem Untergurt 2, die aus je einem. Paar gleichlaufender Stäbe zusammengesetzt und durch einen aus einem Stück bestehenden Diicgunalzug ,3 miteinander rerbwiden sind, und zwar so, daß die Knickstellen des Dia;onalzu-cs zwischen dir gieichlaufcndcn Stäbe des Uber@urtes und des Unter-urtes zu Liegen kommen, wie bei , r aet--#ecleutet, und mit den Ställen der Gurte verschweißt werden. Der Enduntergurtstab 31) ist jedoch mit dem Obergurt nicht fest verbunden, diese @-erbindung wird vielmehr erst an der Ein-Baustelle hergestellt. Er wird unter verschiedenen Winkclii gegen die Gurte abgebogen, wie dies in Abb. r dargestellt ist. tun die Länge des Facliwrrlcträ(,ers veränderlich tuid für mehrere Spannweiten passend zu machen.The factory-made truss according to fig. t consists of your upper chord t and the lower chord 2, each of which consists of one. Pairs of parallel rods put together and rerbwiden with one another by a one-piece Diicgunalzug, 3, in such a way that the kinks of the dia; onalzu-cs lie between the converging rods of the upper and lower chords, as in , r aet - # ecleutet, and welded to the stalls of the straps. The end lower chord bar 31) is not firmly connected to the upper chord, this @ -connection is rather only established at the construction site. It is bent at various angles against the belts, as shown in Fig. R. do the length of the Facliwrrlcträ (, ers changeable tuid to make it suitable for several spans.
Die Verbindung des entsprechend der ve>rltandenen Spannweite abgebogenen Stabes rnit dem Obergurt erfolgt z. B. durch. eine Klammer o. dgl. Abb. 2 zeigt den abgelängren Träger und seine Auflagerung auf einem Eisenträger. .ebb. ; desgleichen auf einer Wand tuid Abb. 4. als Teil einer Eisenbetonbewehrunä.The connection of the bent according to the used span Rod with the upper chord is carried out e.g. B. by. a clip or the like. Fig. 2 shows the cut-to-length girder and its support on an iron girder. .ebb. ; likewise on a wall tuid Fig. 4. as part of a reinforced concrete armor.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEM94004D DE481183C (en) | Process for laying and installing factory-made metal trusses |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEM94004D DE481183C (en) | Process for laying and installing factory-made metal trusses |
Publications (1)
Publication Number | Publication Date |
---|---|
DE481183C true DE481183C (en) | 1929-08-15 |
Family
ID=7322587
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DEM94004D Expired DE481183C (en) | Process for laying and installing factory-made metal trusses |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE481183C (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE849480C (en) * | 1950-11-01 | 1952-09-15 | Max Dipl-Ing Dipl-Ing Gessner | Lightweight beams made of round steel as reinforcement of reinforced concrete ceiling structures |
-
0
- DE DEM94004D patent/DE481183C/en not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE849480C (en) * | 1950-11-01 | 1952-09-15 | Max Dipl-Ing Dipl-Ing Gessner | Lightweight beams made of round steel as reinforcement of reinforced concrete ceiling structures |
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