EP0092608B1 - Rail porteur pour voies suspendues à monorail - Google Patents

Rail porteur pour voies suspendues à monorail Download PDF

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Publication number
EP0092608B1
EP0092608B1 EP82111482A EP82111482A EP0092608B1 EP 0092608 B1 EP0092608 B1 EP 0092608B1 EP 82111482 A EP82111482 A EP 82111482A EP 82111482 A EP82111482 A EP 82111482A EP 0092608 B1 EP0092608 B1 EP 0092608B1
Authority
EP
European Patent Office
Prior art keywords
track rail
rail according
flanges
profiled
parts
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
Application number
EP82111482A
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German (de)
English (en)
Other versions
EP0092608A1 (fr
Inventor
Franz Hörtnagl
Siegfried Wagner
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.)
R STAHL GmbH AND Co
Original Assignee
R STAHL GmbH AND Co
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 R STAHL GmbH AND Co filed Critical R STAHL GmbH AND Co
Priority to AT82111482T priority Critical patent/ATE18686T1/de
Publication of EP0092608A1 publication Critical patent/EP0092608A1/fr
Application granted granted Critical
Publication of EP0092608B1 publication Critical patent/EP0092608B1/fr
Expired legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/22—Tracks for railways with the vehicle suspended from rigid supporting rails
    • E01B25/24—Supporting rails; Auxiliary balancing rails; Supports or connections for rails

Definitions

  • the invention relates to a self-supporting running rail for monorail monorails, consisting of an upper and a parallel lower profile part, the two profile parts being connected to one another by a central part to form a lateral, approximately C-shaped opening in cross section over the length of the running rail , which is delimited by two parallel and spaced-apart rails in the longitudinal direction of the rails and formed on the central part and in the area of which engagement elements are to be arranged.
  • the self-supporting running rail according to the invention is characterized by the features of the main claim.
  • the fastening elements are seated very well if the surfaces of the flanges facing the central part run parallel to the vertical axis of the central part.
  • a defined support of the fastening flanges on the fastening plates for the running rail to be anchored in a building results if at least one of the flanges has a groove running in the longitudinal direction of the rail on its outward-facing surface, which also has the advantage that the groove can be easily used with limit switches or similar control devices can be attached to the rail without the risk that they will immediately fall off the rail when their attachment is released.
  • the mounting plates for mounting the self-supporting running rail are particularly simple if the outward-facing surfaces of the two flanges lie in one plane.
  • the attachment of the conductor rail webs for the power supply to the motors of the monorail overhead conveyor is particularly easy and flexible if, on the side of the central part opposite the flanges, mutually facing grooves are provided in the two profile parts, which run in the longitudinal direction of the rail and in the fastening elements for the conductor rail webs can be used.
  • the production of the running rail is very inexpensive if the profile parts are integrally connected to the central part, so that the entire running rail can consist of an extruded aluminum profile or a pressed steel profile. If the running rail is designed as an aluminum extruded profile, the profile parts can be hollow to save weight and material. However, if the manufacturing process does not allow it, they can also be massive.
  • connecting elements are inserted at the end of each running rail into the profile parts, while the other end has matching openings for receiving the has corresponding connecting elements of another running rail, the openings and the connecting elements running essentially in the longitudinal direction of the rail.
  • Very robust connecting elements result if they are designed as bolts that are inserted into corresponding openings. If, on the other hand, the connecting elements are tubes inserted into corresponding openings, there is a material saving with a relatively high strength. If the openings are already incorporated during the manufacture of the running rail and large tolerances have to be bridged, it is expedient if longitudinally slotted tubes are used as connecting elements which can be inserted into the openings in an elastically resilient manner.
  • connecting elements do not disappear in the opening of the running rail in which they were originally used, but also penetrate into the opening in the end face of the other running rail when joining abutting running rails, it is advantageous if the connecting elements are fastened in the associated running rail.
  • a running rail with a particularly high load-bearing capacity is obtained when the middle part has approximately omega-shaped cross-sectional shape, with the formation of mutually facing 8 supporting legs extending in the longitudinal direction of the rail, the distance between the supporting legs being less than or equal to the distance between the fastening flanges, so that the running rail with the supporting leg can rest on corresponding mounting brackets and is supported approximately under the middle of the respective profile part.
  • the middle part is rolled as a sheet profile; however, it can also be designed as a pressed or cast part.
  • the profile parts are also expediently rolled parts which are connected to the middle part in the region of the support legs and in the region of the fastening flanges. This results in a very firm connection between the profile parts and the central part when the profile part are inserted into the double-walled support legs and in the double-walled mounting flanges and are V-welded there.
  • the brackets provided for holding extend through the holding plates firmly connected to them and are not in engagement with the supporting legs with their end extending through the holding plates.
  • the profile parts of the running rail can have an essentially rectangular cross-sectional shape in accordance with the requirements of the running gear running along them, or they can also contain an essentially semicircular cross-sectional shape.
  • the cantilevered running rail 1 for monorail overhead conveyors shown in perspective in FIG. 1, consists of an upper, essentially semicircular and a parallel, lower, substantially rectangular profile part 2 or 3, both of which are connected to one another like the two profiles 2, 3 are connected to one another in one piece via the central part 4 which extends continuously along the longitudinal direction of the rail.
  • the running rail 1 consists of an extruded aluminum profile which hardens and shows only a small amount of material flow.
  • flanges 5 and 6 On the upper profile part 2 and the lower profile part 3 facing flanges 5 and 6 are formed, which are located with respect to the central part 4 on the same side and run parallel and at the same distance to the central part 4 over the entire longitudinal direction of the rail.
  • the arrangement of the flanges 5, 6 is such that their side surfaces 7 and 8 facing the central part 4 run parallel to the vertical axis of the central part 4, not shown, while their outwardly facing surfaces 9 and 10 lie in one plane and are approximately trapezoidal , Contain in the longitudinal direction of grooves 11 and 12.
  • the two profiles 2 and 3 are chamfered at 15 and 16.
  • the track 1 consists of an extruded aluminum profile
  • the two profile parts 2 and 3 can each be designed with a cavity 17 and 18, so that there is a lower weight of the track 1 with sufficient strength.
  • the cavities 17 and 18, which extend in the longitudinal direction of the rail, can serve to accommodate connecting elements (not illustrated), with which two of the running rails 1 shown in FIG. 1 are connected to one another in an aligned manner.
  • the running rail 1 illustrated in FIG. 1 can also be made as a pressed steel profile, but in this case the two profiles 2 and 3 are usually solid.
  • the fastening of the running rail 1 in the building in which a monorail monorail is to be installed is carried out with the aid of approximately L-shaped brackets 20 to be fastened in the building, as illustrated in detail in FIG. 2, in the short
  • a holding plate 21 is butt-welded, which rests with its surface facing the running rail 1 against the flanges 5 and 6, while tabs 22 integrally formed on the holding plate 21 delimit the flanges 5 and 6 Intervene in the slot.
  • the grooves 11 and 12 result in a statically better determined surface with which the flanges 5 and 6 engage with the holding plate 21 and at the same time facilitate the attachment of limit switches or the like. on the flanges 5 and 6, since the grooves 11 and 12 enable positive engagement of the housing accommodating these switching means.
  • the undercarriage of a monorail monorail runs with one or more support rollers on the convex, semicircular upper profile part 2, while lateral guide rollers run along the mutually parallel lateral guide surfaces of the lower profile part 3.
  • lateral guide rollers run along the mutually parallel lateral guide surfaces of the lower profile part 3.
  • FIG. 2 is another embodiment illustrates a running rail 30 which, in contrast to the running rail 1 according to FIG. 1, does not consist of an extruded profile, but rather consists of rolled sheet metal; otherwise the same components as in the running rail 1 according to FIG. 1 are provided with the same reference numerals.
  • the central part 4 has an approximately omega-shaped cross-sectional shape with the formation of two support legs 31 and 32 which run in the longitudinal direction of the rail and are facing one another.
  • the support legs 31 and 32 are double-walled, the section 33 of the support leg 31 pointing away from the central part 4 or lying outwards running parallel to the vertical axis of the running rail 30 and being bent outwards at right angles in the region of the profile part 2. and forms a section 34.
  • the flange 5, which is also double-walled, in which the lower end of the flange 5 is turned up by 180 ° C. is formed on the outwardly facing section 34.
  • the support leg 32 is shaped in a similar manner and also merges in one piece into the fastening flange 6. The distance between the two support legs 31, 32 from one another is less than or equal to the distance that the two fastening flanges 5 and 6 have from one another.
  • an extension 35 of the upper profile part 2 is inserted, which is bent semicircularly at 37 after a straight, upward-pointing section 36 and then merges with a section 38 parallel to the section 36.
  • a horizontally extending area 39 which is arranged approximately in the extension of the section 34 of the support leg 31.
  • the horizontal region 39 finally merges approximately in the middle between the two straight regions 36 and 38 into a vertical region 40 which is inserted between the two walls of the support leg 31.
  • the profile part 2 rolled in this shape from sheet metal is welded between the two walls of the fastening flange 5 and the two walls of the support leg 31, for example by spot welding or by roller welding.
  • the lower profile part 3 is mirror-symmetrical to the upper profile part 2 and is inserted in a corresponding manner into the lower support leg 32 or the lower mounting flange 6 and welded there.
  • the fastening of the running rail 30 in the building in which the monorail monorail is to be installed is again carried out using L-shaped brackets 20, one of which is shown in detail in FIG. 2.
  • On the horizontal section 43 of the bracket 20 is the holding plate 21, which engages with its tabs 22 folded over onto the running rail 30 between the two fastening flanges 5 and 6 and abuts against the fastening flanges 5 and 6 from the outside.
  • the end 43 of the bracket 20 projecting beyond the holding plate 21 extends into the region of the two support legs 31 and 32 and is in engagement with them there.
  • the fastening of the running rail 30 to the holding plate 21 takes place by means of fastening means (not illustrated) engaging behind the fastening flanges 5 and 6, which are screwed onto the holding plate 21 and prevent the running rail 30 from sliding off the bracket end 43.
  • the vertical force generated by the drive (not shown) is advantageously introduced into the mounting bracket 20, while the holding plate 21 only has the task of absorbing horizontal forces.
  • FIG. 3 illustrates a further exemplary embodiment of a running rail 50 which, in contrast to the running rail 30, consists of an extruded profile, for example made of steel, the same components as in FIGS. 1 and 2 being provided with the same reference numerals are.
  • the two profile parts 1 and 3 integrally connecting the middle part 4 is again slightly omega-shaped in cross-section with the formation of the support legs 31 and 32, while the fastening flanges 5 and 6 are integrally formed on the middle part 4, approximately in the vicinity of the point in which the middle part 4 merges into the associated profile part 2 or 3.
  • holes 2 can be drilled into the profile parts 2 and 3 to accommodate the connecting elements for connecting adjacent running rails in the region of their joint.
  • Bolts are then tightly pressed into the holes on one side of the running rail, which are used to join the Rails are inserted into the corresponding openings in the adjacent rail.
  • the bolts can in turn be slotted in the area with which they penetrate into the adjacent rail, so that an easier plugging together is possible.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
  • Railway Tracks (AREA)

Claims (24)

1. Rail de roulement (1) non soutenu pour chemins de fer suspendus monorail, comprenant une partie profilée supérieure (2) et une partie profilée inférieure (3) parallèle à celle-ci, les deux parties profilées (2, 3) étant mutuellement raccordées par une partie médiane (4) avec formation d'une ouverture latérale de section transversale sensiblement en forme de C qui s'étend sur la longueur du rail de roulement et est limitée par deux bords qui, disposés parall*élément et à distance l'un de l'autre dans le sens de la longueur du rail, sont aménagés sur la partie médiane (4), et dans la zone desquels doivent être disposés des éléments de fixation s'agrippant par derrière, caractérisé par le fait que s'étendant parallèlement et à distance des bords de l'ouverture en forme de C sont façonnées des brides (5, 6) qui, disposées sur les deux parties profilées (2, 3) et/ou sur la partie médiane (4) dans le sens longitudinal du rail et tournées l'une vers l'autre, sont placées paral1°éIément et à la même distance de la partie médiane (4) et se trouvent du même côté par rapport à la partie médiane (4).
2. Rail de roulement selon la revendication 1, caractérisé par le fait que les surfaces (7, 8) des brides de fixation (5, 6) qui sont tournées vers la partie médiane (4) sont disposées parall'élément à l'axe vertical de la partie médiane (4).
3. Rail de roulement selon la revendication 1, caractérisé par le fait qu'au moins l'une des brides (5, 6) comporte sur sa surface (9, 10) tournée vers l'extérieur une rainure (11, 12) disposée dans le sens longitudinal du rail.
4. Rail de roulement selon la revendication 1, caractérisé par le fait que les surfaces (9, 10), tournées vers l'extérieur, des deux brides (5, 6) sont situées dans un plan.
5. Rail de roulement selon la revendication 1, caractérisé par le fait que sur le côté, opposé aux brides (5, 6), de la partie médiane (4), les deux parties profilées (2, 3) comportent des rainures (13, 14) tournées l'une vers l'autre qui sont disposées dans le sens longitudinal du rail et dans lesquelles peuvent être engagés des éléments de fixation pour les barres des lignes de contact.
6. Rail de roulement selon la revendication 1, caractérisé par le fait que les parties profilées (2, 3)sont réalisées d'une seule pièce avec la partie médiane (4).
7. Rail de roulement selon l'une des revendications precédentes, caractérisé par le fait qu'il est constitué par un profilé en aluminium extrude.
8. Rail de roulement selon l'une des revendications précédentes, caractérisé par le fait qu'il est constitué par un profilé moulé en acier.
9. Rail de roulement selon la revendication 1, caractérisé par le fait que les parties profilées sont réalisées creuses.
10. Rail de roulement selon la revendication 1, caractérisé par le fait que les parties profilées sont réalisées massives.
11. Rail de roulement selon la revendication 1, caractérisé par le fait que pour le raccordement dans l'alignement à un autre rail de roulement (1, 30, 50), comporte, à l'une de ses extrémités, des éléments de raccordement (41, 42) engagés, côté frontal, dans les parties profilées (2, 3) et, à l'autre extrémite, des ouvertures ajustées (17, 18) pour recevoir des éléments de raccordement correspondants (41, 42) d'un autre rail de roulement (1, 30, 50), les ouvertures (17, 18) et les éléments de raccordement (41, 41) étant disposés sensiblement dans le sens longitudinal du rail.
12. Rail de roulement selon la revendication 11, caractérisé par le fait que les éléments de raccordement sont des axes engagés dans des ouvertures ajustées.
.13. Rail de roulement selon la revendication 11, caractérisé par le fait que les éléments de raccordement sont des tubes (41, 42) engagés dans des ouvertures correspondantes.
14. Rail de roulement selon la revendication 11, caractérisé par le fait que les éléments de raccordement sont des tubes fendus longitudinalement engagés dans des ouvertures correspondantes.
15. Rail de roulement selon la revendication 11, caractérisé par le fait que ses éléments de raccordement correspondants (41, 42) sont fixés dans les ouvertures.
16. Rail de roulement selon l'une des revendications precédentes, caractérisé par le fait que les ouvertures sont des cavités aménagées dans les parties profilées (2, 3).
17. Rail de roulement selon la revendication 1, caractérisé par le fait que la partie médiane (4) de par la formation de branches d'àppui (31, 32) tournées l'une vers l'autre et disposées dans le sens longitudinal du rail, a une section transversale sensiblement en forme d'oméga, la distance entre les branches d'appui (31, 32) étant plus petite ou égale à la distance entre les brides de fixation (5, 6).
18. Rail de roulement selon la revendication 17, caractérisé par le fait que la partie médiane (4) est laminée en tôle.
19. Rail de roulement selon la revendication 17, caractérisé par le fait que les parties profilées (2, 3) sont des pièces laminées qui sont raccordées à la partie médiane (4) au moins dans la zone des branches d'appui (31, 32).
20. Rail de roulement selon la revendication 17, caractérisé par le fait que les parties profilées (2, 3) sont des pièces laminées qui sont raccordées à la partie médiane (4) dans la zone des branches d'appui (31, 32) et dans la zone des brides de fixation (5, 6).
21. Rail de roulement selon la revendication 17, caractérisé car le fait que les parties profilées sont respectivement insérées et soudées dans les branches d'appui (31, 32) à double paroi et dans les brides de fixation réalisées à double paroi.
22. Rail de roulement selon la revendication 17, caractérisé par le fait que les étriers (20) prévus pour sa fixation traversent les platines (21) qui leur sont raccordées et par leur extrémité (43) traversant les platines (21) viennent en prise avec les branches d'appui (31, 32).
23. Rail de roulement selon la revendication 1, caractérisé par le fait qu'au moins l'une des parties profilées (2, 3) a une section transversale de forme sensiblement rectangulaire.
24. Rail de roulement selon la revendication 1, caractérisé par le fait qu'au moins l'une des parties profilées (2, 3) a une section transversale de forme sensiblement semi-circulaire.
EP82111482A 1982-04-20 1982-12-10 Rail porteur pour voies suspendues à monorail Expired EP0092608B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT82111482T ATE18686T1 (de) 1982-04-20 1982-12-10 Freitragende laufschiene fuer einschienenh|ngebahnen.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3214437A DE3214437C2 (de) 1982-04-20 1982-04-20 Freitragende Laufschiene für Einschienen-Hängebahnen
DE3214437 1982-04-20

Publications (2)

Publication Number Publication Date
EP0092608A1 EP0092608A1 (fr) 1983-11-02
EP0092608B1 true EP0092608B1 (fr) 1986-03-19

Family

ID=6161303

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82111482A Expired EP0092608B1 (fr) 1982-04-20 1982-12-10 Rail porteur pour voies suspendues à monorail

Country Status (5)

Country Link
EP (1) EP0092608B1 (fr)
JP (1) JPS58189401A (fr)
AT (1) ATE18686T1 (fr)
CA (1) CA1231004A (fr)
DE (1) DE3214437C2 (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4545303A (en) * 1984-06-26 1985-10-08 Daifuku Co., Ltd. Monorail conveyor system
DE8508070U1 (de) * 1985-03-19 1985-05-02 Blaser, René, Luzern Tragschiene für Hängebahnen
DE3539751C1 (de) * 1985-11-09 1987-06-11 Mannesmann Ag I-foermige stranggepresste Tragschiene fuer Haengebahnen
JP2754207B2 (ja) * 1988-01-18 1998-05-20 株式会社ダイフク 自走台車用のレール
CN102774620B (zh) * 2012-07-05 2016-08-10 无锡金洋铝业有限公司 一种异型工字导轨
CN109610246A (zh) * 2018-10-26 2019-04-12 安徽鑫铂铝业股份有限公司 一种高强度超薄中空轨道交通铝型材

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3019301A1 (de) * 1980-05-21 1981-12-03 R. Stahl Gmbh & Co, 7000 Stuttgart Freitragende laufschiene fuer einschienen-haengebahnen

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE457573C (de) * 1923-06-23 1928-11-15 Franz Kruckenberg Dipl Ing Schienenweg
DE485377C (de) * 1926-03-07 1929-10-30 Franz Kruckenberg Dipl Ing Schienenbefestigung an Kragtraegern von Einschienenhaengeschnellbahnen mit sehr hohen Geschwindigkeiten
DE1806381C3 (de) * 1968-10-31 1975-10-30 Rene Blaser, Hebe- Und Foerderanlagen Maschinenbau, Luzern (Schweiz) Selbsttragende Laufschiene für Einschienenhängebahnen
DE7346004U (de) * 1972-12-28 1974-04-04 Tonon & C Sas Einschienentransportvorrichtung
DE2342777C2 (de) * 1973-08-24 1975-07-24 Demag Ag, 4100 Duisburg Tragschiene fur Hangebahnen
FR2387149A1 (fr) * 1977-04-15 1978-11-10 Tourtellier Sa Ets Dispositif de manutention en particulier voie suspendue
CH644914A5 (de) * 1979-12-12 1984-08-31 Inventio Ag Trag- und fuehrungsprofil fuer flurfreie materialflusssysteme.

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3019301A1 (de) * 1980-05-21 1981-12-03 R. Stahl Gmbh & Co, 7000 Stuttgart Freitragende laufschiene fuer einschienen-haengebahnen

Also Published As

Publication number Publication date
DE3214437A1 (de) 1983-11-03
JPS58189401A (ja) 1983-11-05
DE3214437C2 (de) 1986-09-25
CA1231004A (fr) 1988-01-05
ATE18686T1 (de) 1986-04-15
EP0092608A1 (fr) 1983-11-02

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