EP0534292B1 - Fixation pour structures montées sur châssis de wagons à marchandises sur rails notamment pour citernes sur wagons-citernes - Google Patents

Fixation pour structures montées sur châssis de wagons à marchandises sur rails notamment pour citernes sur wagons-citernes Download PDF

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Publication number
EP0534292B1
EP0534292B1 EP92115797A EP92115797A EP0534292B1 EP 0534292 B1 EP0534292 B1 EP 0534292B1 EP 92115797 A EP92115797 A EP 92115797A EP 92115797 A EP92115797 A EP 92115797A EP 0534292 B1 EP0534292 B1 EP 0534292B1
Authority
EP
European Patent Office
Prior art keywords
frame
sub
abutment
superstructure
supporting device
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 - Lifetime
Application number
EP92115797A
Other languages
German (de)
English (en)
Other versions
EP0534292A1 (fr
Inventor
Günther Aust
Günter Dipl.-Ing. Beier
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.)
Alstom Transport Deutschland GmbH
Original Assignee
Linke Hofmann Busch GmbH
Linke Hofmann Busch Waggon Fahrzeug Maschinen GmbH
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 Linke Hofmann Busch GmbH, Linke Hofmann Busch Waggon Fahrzeug Maschinen GmbH filed Critical Linke Hofmann Busch GmbH
Publication of EP0534292A1 publication Critical patent/EP0534292A1/fr
Application granted granted Critical
Publication of EP0534292B1 publication Critical patent/EP0534292B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61DBODY DETAILS OR KINDS OF RAILWAY VEHICLES
    • B61D5/00Tank wagons for carrying fluent materials
    • B61D5/06Mounting of tanks; Integral bodies and frames

Definitions

  • the invention relates to a support device for superstructures mounted on rail-bound freight wagons according to the preamble of claim 1.
  • a support device for containers on the base of a rail freight wagon which holds the container at both ends in end saddles arranged transversely to the longitudinal direction of the rail freight wagon and can be moved longitudinally with respect to the base, the container being suitable in the transverse direction over the end saddles Holding elements, e.g. B. straps is held on the base.
  • Holding elements e.g. B. straps is held on the base.
  • a container-side stop piece is attached, which is assigned to an abutment on the base side.
  • Each stop piece connected to the container is forcibly guided longitudinally displaceably for movements in the direction of the respectively assigned end of the base frame with respect to the respectively assigned abutment, such that forces and energies from an impact initiation at one end of the base frame via the base frame and the abutment at the end facing away from the shock of the undercarriage are introduced into the associated stop piece of the container at the end facing away from the impact device into the container.
  • the connection point between the body and the base frame is relieved when high forces are introduced into the base frame, in particular in the event of buffer impacts on the side of the buffer joint, and the buffer force that occurs is reduced.
  • the base frame is designed to be reversibly resilient in the longitudinal direction, with an energy absorption and a notable reduction in the buffer impact force targeted reversible bending of the support structure or parts of the support structure of the head sections and / or the middle section of the base frame.
  • the center section has two long girders arranged at a distance in the horizontal plane, which are connected by a bracing which reversibly couples the long girders to one another and forces them to bend at least in the horizontal plane transverse to the longitudinal direction of the underframe.
  • the invention is therefore based on the object of designing the generic support device in such a way that the energy absorption capacity of the elements of a supporting device supporting the structure in the longitudinal direction against the underframe is further increased, the resilience of the structure against the underframe is improved after the buffer joint and that stiffening elements in the end areas of the structure are largely avoided.
  • the rail freight wagons (tank wagons) shown in FIGS. 1 and 2 have a base frame 1 with two head sections 2 and a middle section 3 and a structure 4 (tank), which at the ends A and B each in a transverse saddle attached to the base frame 1 5 and by means of suitable holding elements 6 (tensioning straps) in the transverse direction on the base frame 1.
  • the longitudinal connection of the structure 4 to the underframe 1 takes place via a support device, which the structure 4 in the event of a buffer joint, i. H. a force transmission via the buffers into the underframe, against the underframe 1 for limited longitudinal movement.
  • the support device has a center saddle 7 on both sides of the structure 4, which is fixedly connected to the structure 4 in the center area of the wheelbase or bogie spacing, but not to the base frame 1.
  • a stop piece 8 is fastened to the center saddle 7 symmetrically to the center transverse plane of the body, which is attached to a frame side Abutment 9 is assigned.
  • the pairing abutment 9 / stop piece 8 is designed and arranged such that the stop piece 8 is fixed by the abutment 9 against displacements (relative movements) in the direction of the transverse central plane of the base frame 1, in the direction of the respectively assigned end A or B of the base frame 1 is held in the abutment 9 but longitudinally displaceable.
  • a tension member 10 On each abutment 9 a tension member 10 (z. B.
  • tension rod or beam, pre-tensioned cable is attached, which extends from the center saddle 7 to the associated end A or B of the base 1 and is fixed there.
  • the tension member 10 is under tensile load by stretching in the elastic range with good resilience, i. H. characterized by high restoring forces.
  • the support device has at least one tension member 10 per assigned head section 2, but expediently four tension members 10, which are arranged such that two opposing and thus each head section 2 of the underframe 1 are assigned two equivalent tension members 10 in a symmetrical arrangement.
  • the tension members 10 are formed in the exemplary embodiment as an outer longitudinal member, which extends from the head member 11 of the head section 2 via the main cross member 12 in the plane of the base frame 1 to the center saddle 7 and there engage the abutment 9 attached to the tension member 10 on the abutment piece 8. This provides a continuous edge delimitation that is desirable for security reasons.
  • the abutment 9 can also be designed as an elongated hole bearing and the stop piece 8 as a bolt.
  • the support device when subjected to an impact impact or buffer impact is explained below.
  • the impact energy is initially reduced by the buffers in the power flow - as a rule four buffers are involved in the impact - within the limits of their maximum buffer work. Since the structure 4 on the side A of the impact introduction in the direction of impact is not fixed with the abutment piece 8 in the base-side abutment 9, the buffer impact is passed through the base frame 1, with a further part of the impact energy depending on the design of the spring constant and the Damping property of the base frame 1 is reduced in the base frame 1. The now remaining impact force or impact energy is passed at the end B of the underframe 1 into the tension member 10 (um) and guided to the center saddle 7 and transferred there via the abutment 9 to the stop piece 8 on the container side. A reduction of the impact energy in the buffers, in the base frame 1 and in the tension members 10 assigned to the end B is thus achieved before force is introduced into the connection point between the base frame 1 and the body 4 on the center saddle 7.
  • the tension members 10 are effective only in one direction, namely for tensile forces from a force introduction from the end B of the base frame 1 facing away from the impact.
  • the tension members 10 assigned to the end A are not loaded when an impact is introduced at the end A of the base frame 1 and are at the force input not involved in building 4.
  • each base-side abutment 9 is arranged in the area of the head section 2 and assigned to a body-side stop piece 8, which is fixed by the abutment 9 in the direction of the transverse median plane of the freight wagon.
  • the stop piece 8 is attached to the end of the tension member 10.
  • the tension member 10 extends from the head section 2 from the stop piece 8 to the center saddle 7 and is fastened there.
  • the tension member 10 can also be designed as a continuous component, the z. B. is arranged as an outer long beam between the head sections.
  • tension members 10 are thus arranged between the structure 4 and the base frame 1, either between the base-side abutments 9 in the area of the center saddle 7 and their support at the associated end A, B of the base frame 1 or between the body-side stop pieces 8 at the end of the carriage A, B and the center saddle 7 are attached.
  • a buffer impact is diverted to the tension member 10 on the side of the base frame 1 facing away from the impact, is guided to the center saddle 7 with a reduction in impact energy and is introduced into the structure 4 from there.
  • connection of the tension member 10 between the center saddle 7 and stop piece 8 in the second exemplary embodiment corresponds functionally to the connection from the first exemplary embodiment when the elements are assigned functionally.
  • the length of the tension member 10 can be set to any intermediate length starting from the area on the center saddle 7 to the end A, B of the base frame 1. When using intermediate lengths, however, the contribution of the base frame 1 and the tension member 10 as an energy dissipation element is lower.

Landscapes

  • Engineering & Computer Science (AREA)
  • Transportation (AREA)
  • Mechanical Engineering (AREA)
  • Vibration Dampers (AREA)
  • Clamps And Clips (AREA)
  • Vibration Prevention Devices (AREA)
  • Body Structure For Vehicles (AREA)
  • Handcart (AREA)

Claims (6)

  1. Dispositif de support pour des structures (4) installées sur des châssis (1) de wagons de marchandises montés sur rails, notamment pour des citernes sur des wagons-citernes, la structure étant immobilisée transversalement à la direction longitudinale du châssis (1), au moins à chacune des extrémités (A, resp. B) du wagon, au moyen d'un berceau transversal respectif (5) et d'éléments de retenue adaptés (6), et étant maintenue mobile en translation longitudinale limitée par rapport au châssis, près d'un tampon-amortisseur, des butoirs (9) étant associés au châssis (1) et des pièces de butée (8) étant associées à la structure, chaque butoir, prévu côté châssis, arrêtant la pièce de butée associée de la structure dans le sens des mouvements en direction du plan médian transversal du wagon de marchandises, alors que la pièce de butée est maintenue mobile en translation longitudinale, dans le butoir, en direction de l'extrémité associée respective du châssis (1), caractérisé en ce que chaque pièce de butée (8), prévue côté structure, est fixée à un berceau central (7) qui est fermement solidarisé à la structure (4), dans la zone médiane de l'empattement ou de l'entraxe des bogies, en ce que chaque butoir (9), prévu côté châssis, est fixé à un tirant (10) qui s'étend du berceau central (7) jusqu'à l'extrémité associée A, resp. B, du châssis (1) et qui est fixé à cette dernière, et en ce que le tirant (10) est caractérisé, quand il est sous contrainte de traction, par un allongement dans le domaine élastique, avec des forces de rappel intenses.
  2. Dispositif de support selon le préambule de la revendication 1, caractérisé en ce que chaque pièce de butée (8), prévue côté structure, est fixée à l'extrémité d'un tirant (10) qui s'étend à partir d'un berceau central (7) en direction de l'extrémité associée respective A, resp. B, du châssis 1, le berceau central (7) étant fermement solidarisé à la structure (4), dans la zone médiane de l'empattement ou de l'entraxe des bogies, en ce que le butoir (9) et la pièce de butée associée (8) sont disposés dans la zone de la section de tête (2) et en ce que le tirant (10) est caractérisé, quand il est sous contrainte de traction, par un allongement dans le domaine élastique, avec des forces de rappel intenses.
  3. Dispositif de support selon la revendication 1 ou 2, caractérisé en ce que le dispositif de support comporte quatre tirants (10), qui sont positionnés d'une façon telle que deux tirants (10) agissant en sens inverses sont associés sur chacun des côtés du wagon, selon une disposition symétrique, et que, par conséquent, deux tirants (10) agissant dans le même sens sont associés à hauteur de chacune des sections de tête (2), selon une disposition symétrique.
  4. Dispositif de support selon l'une au moins des revendications précédentes 1 à 3, caractérisé en ce que les tirants (10) sont conçus sous la forme de longerons extérieurs, qui s'étendent de la traverse de tête (11) de la section de tête (2) jusqu'au berceau central (7), dans le plan du châssis (1).
  5. Dispositif de support selon l'une au moins des revendications précédentes 1 à 4, caractérisé en ce que le butoir (9) est conçu sous la forme d'un palier à alésage longitudinal et la pièce de butée (8) est conçue sous la forme d'un boulon (ou inversement).
  6. Dispositif de support selon l'une au moins des revendications précédentes 1 à 5, caractérisé en ce que chacun des tirants (10) est édifié à partir de la zone médiane du wagon de marchandises, en direction de l'extrémité associée A, B du châssis (1), sur une longueur d'extension quelconque entre la zone médiane et les extrémités A, B.
EP92115797A 1991-09-26 1992-09-16 Fixation pour structures montées sur châssis de wagons à marchandises sur rails notamment pour citernes sur wagons-citernes Expired - Lifetime EP0534292B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4132048A DE4132048A1 (de) 1991-09-26 1991-09-26 Abstuetzeinrichtung fuer auf untergestellen schienengebundener gueterwagen gelagerte aufbauten, insbesondere fuer kessel auf kesselwagen
DE4132048 1991-09-26

Publications (2)

Publication Number Publication Date
EP0534292A1 EP0534292A1 (fr) 1993-03-31
EP0534292B1 true EP0534292B1 (fr) 1994-11-17

Family

ID=6441548

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92115797A Expired - Lifetime EP0534292B1 (fr) 1991-09-26 1992-09-16 Fixation pour structures montées sur châssis de wagons à marchandises sur rails notamment pour citernes sur wagons-citernes

Country Status (6)

Country Link
EP (1) EP0534292B1 (fr)
AT (1) ATE114130T1 (fr)
CZ (1) CZ294792A3 (fr)
DE (2) DE4132048A1 (fr)
HU (1) HUT64726A (fr)
PL (1) PL296053A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4317574A1 (de) * 1993-05-27 1994-12-01 Linke Hofmann Busch Tankwagen-Logistik-System
DE19603350C2 (de) * 1996-01-31 2001-12-13 Daimler Chrysler Ag Schienenfahrzeug mit einem Untergestell und mindestens zwei Aufbauteilen
DE19704463A1 (de) 1997-02-06 1998-08-13 Linke Hofmann Busch Schienengebundener Güterwagen, insbesondere Kesselwagen
CN104477193B (zh) * 2014-12-30 2017-03-29 中车北京二七机车有限公司 内燃机车构架及内燃机车
DE102020200887A1 (de) 2020-01-27 2021-07-29 Siemens Mobility GmbH Anordnung zur Verbesserung der Belastbarkeit eines Schienenfahrzeugs

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1352981A (en) * 1919-06-25 1920-09-14 Pressed Steel Car Co Tank-car construction
US2191718A (en) * 1937-12-10 1940-02-27 Smith Corp A O Transporting tank
FR1164137A (fr) * 1957-01-11 1958-10-06 Bignier Ets Procédé perfectionné pour la fixation des citernes sur véhicules et moyens de mise en oeuvre
DE3909883A1 (de) * 1989-03-25 1990-09-27 Linke Hofmann Busch Abstuetzung fuer einen behaelter auf dem untergestell eines eisenbahngueterwagens
DE3940650C1 (fr) * 1989-12-08 1990-12-13 Linke-Hofmann-Busch Waggon-Fahrzeug-Maschinen Gmbh, 3320 Salzgitter, De

Also Published As

Publication number Publication date
DE4132048A1 (de) 1993-04-08
CZ294792A3 (en) 1993-04-14
EP0534292A1 (fr) 1993-03-31
HUT64726A (en) 1994-02-28
ATE114130T1 (de) 1994-12-15
PL296053A1 (en) 1993-05-31
DE4132048C2 (fr) 1993-08-19
HU9203072D0 (en) 1992-12-28
DE59200784D1 (de) 1994-12-22

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