EP0156149B1 - Anker für eine in Schotter eingebettete Schwelle einer Gleisanlage - Google Patents

Anker für eine in Schotter eingebettete Schwelle einer Gleisanlage Download PDF

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Publication number
EP0156149B1
EP0156149B1 EP85101562A EP85101562A EP0156149B1 EP 0156149 B1 EP0156149 B1 EP 0156149B1 EP 85101562 A EP85101562 A EP 85101562A EP 85101562 A EP85101562 A EP 85101562A EP 0156149 B1 EP0156149 B1 EP 0156149B1
Authority
EP
European Patent Office
Prior art keywords
sleeper
clamp
anchor according
axis
plate
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
EP85101562A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0156149A3 (en
EP0156149A2 (de
Inventor
Henning Dipl.-Ing. Von Heimburg
Friedhelm Dipl.-Ing. Weber
Dirk Dipl.-Ing. Vorderbrück
Helmut Eisenberg
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.)
Vossloh Werke GmbH
Original Assignee
Vossloh Werke 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 Vossloh Werke GmbH filed Critical Vossloh Werke GmbH
Priority to AT85101562T priority Critical patent/ATE35706T1/de
Publication of EP0156149A2 publication Critical patent/EP0156149A2/de
Publication of EP0156149A3 publication Critical patent/EP0156149A3/de
Application granted granted Critical
Publication of EP0156149B1 publication Critical patent/EP0156149B1/de
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
    • E01B13/00—Arrangements preventing shifting of the track

Definitions

  • the present invention relates to an anchor for a sill embedded in ballast of a track system, with an approximately U-shaped sill which is fixed to the sill with the aid of tensioning or fastening means and which essentially surrounds the sill transversely to its axis in the region of the upper side of the sleeper and the side of the sleeper Clamp, at the ends of which a plate lying substantially in a vertical plane, oriented transversely and / or parallel to the sleeper axis and projecting into the ballast, is attached to increase the transverse sliding resistance and / or the longitudinal sliding resistance of the track system.
  • anchors of the type described above can be easily installed on the ballast bed without any significant exposure work (cf. DE-A-31 07 990).
  • Anchors of this type can be located anywhere on the threshold, i.e. H. also be arranged in the middle of the sleeper so that the ballast bed in the area of the sleeper heads, which is already heavily loaded, can be relieved and possibly saved on wide gravel belts in front of the sleeper heads.
  • the object of the present invention is now to develop an anchor of the type described in such a way that the assembly, in particular with regard to the problems described above, is further simplified.
  • the clip is formed in two or more parts and the clip parts are connected to each other in the assembled state.
  • An anchor is created for the first time by the features according to the invention, in which the plates are no longer together and in particular simultaneously, i.e. must be driven into the ballast bed synchronously, but independently of each other, d. H. can be driven into the ballast bed one after the other or at least alternately one after the other. This considerably simplifies and simplifies assembly.
  • the plates and the clamp parts are in the predetermined position, they can be fastened to the threshold in any way, for example by screws or the like.
  • the clip halves can be shaped in any way. However, it is advantageous if an essentially L-shaped shape is selected which is curved in the area of the upper side of the threshold.
  • the clip halves are made of spring steel.
  • the joint arrangement can in principle be designed in a wide variety of ways. According to an advantageous development, it is expedient to design the joint arrangement as a hinge with a hinge axis running parallel to the threshold axis.
  • the joint arrangement is particularly advantageous to design the joint arrangement as a coupling arrangement with which the ends of the two clamp halves can be coupled to one another in a tensile manner, but can be pivoted relative to one another within limits about an axis running approximately parallel to the threshold axis.
  • Such a coupling arrangement can be integrated into the ends of the two clip halves as well as include additional parts.
  • the coupling arrangement has a separate coupling piece which has a receiving channel which is open at the top and receives the overlapping ends of the clip halves.
  • the coupling piece is equipped with a vertically oriented sleeve which is fastened with its lower end in a bore in the coupling piece, is preferably welded and with its free end protrudes through elongated holes arranged in alignment in the overlapping ends of the clip halves.
  • the overlapping ends of the clamp halves are guided laterally in the receiving channel, the elongated holes ensuring the required mobility on the sleeve.
  • the ends of the clip halves are connected to one another in a tensile manner, on the other hand, however, it ensures that the required articulation is given at the connection point.
  • the clamping means can basically be designed in any manner.
  • wedge or screw arrangements are particularly simple and expedient clamping means. It is essential with such wedge or screw arrangements that they are supported on the one hand on the upper side of the threshold and on the other hand on the joint arrangement of the armature.
  • the clamping force can be continuously adjusted by appropriately designing the clamping device.
  • Anchors of the type according to the invention are therefore suitable both for use on wooden sleepers and for use on concrete sleepers.
  • Anchors of the type according to the invention can also be used again after a long period of inactivity or storage. It is only necessary to prevent corrosion by selecting the appropriate material or using suitable surface protection.
  • tie anchor of the type according to the invention need not be removed. It is only necessary to loosen the clamping device and restore the tension again after working through. This work can be carried out without difficulty when using clamping devices in the form of screw arrangements with conventional screwing machines.
  • ballast bed remains completely intact when anchors of the type according to the invention are installed, the desired increase in the transverse or longitudinal displacement resistance is immediately present in full after installation.
  • the plates can be shaped in many different ways. A particularly advantageous effect results, however, if the lower edge of each plate is essentially rectilinear and in each case forms an angle with the associated side surface of the threshold that is less than 90 °, preferably in the range between 60 ° and 80 °.
  • the lower edge of each plate is essentially rectilinear and in each case forms an angle with the associated side surface of the threshold that is less than 90 °, preferably in the range between 60 ° and 80 °.
  • each plate is also substantially rectilinear and inclined in such a way that it encloses an angle with the associated side surface of the threshold which is less than 90 ° and preferably between 60 ° and 80 °.
  • This measure also ensures that the plate maintains contact with the threshold during the driving-in process, since due to the inclination of the upper edge by means of a driving tool placed on the upper edge, in addition to a component running in the vertical direction, there is also a component directed towards the threshold side surface.
  • each plate consists of two essentially rectilinear sections, the first section adjoining the respective clamp half being at an angle of 60 ° to 80 ° with respect to the associated side surface of the threshold and the adjoining second section an angle of between 30 ° and 40 °. It is usually sufficient if the driving tool acts on the first section. However, if the clamp or the projection provided for it does not sufficiently reach under the threshold due to the unfavorable position of the ballast in the ballast bed, it is only necessary to transfer the driving tool to the second section and to exert a driving force on the plate again. Due to the relatively acute angle between 30 ° and 40 ° relative to the assigned side surface of the threshold, the plate will easily assume the predetermined position in such a case.
  • the plates can be aligned parallel to the sleeper axis to increase the transverse sliding resistance transversely to the sleeper axis or to increase the longitudinal sliding resistance of the track system. According to an advantageous further development, however, it is also possible to assemble a plate from plate sections oriented parallel and transversely to the threshold axis and in this way to contribute with one and the same plate both to increase the transverse displacement resistance and to increase the longitudinal displacement resistance of a track system.
  • the anchors shown in the figures consist of an approximately U-shaped bracket 4, which surrounds a sleeper 1 essentially transversely to its axis in the area of the sleeper top 2 and the sleeper side surfaces 3, at the ends of which plates 5 are fastened.
  • the U-shaped clamp 4 is designed in two parts according to the invention, the clamp parts 6 and 7 being of approximately the same size to form clamp halves.
  • connection of the clamp halves 6 and 7 is also designed as a hinge arrangement 8 and in the region of the hinge arrangement a clamping means is provided for generating a clamping force clamping the clamp halves on the threshold.
  • the threshold 4 is gripped under the threshold on both sides.
  • support surfaces 10 are provided in both embodiments, which in the case of the exemplary embodiment according to FIG. 1 are integrated into the clip ends or the plates and, in the case of the exemplary embodiment according to FIGS. 3 and 4, are formed by support angles which are welded to the plates 5.
  • the clip halves 6 and 7 are bent approximately L-shaped and made of spring steel.
  • the joint arrangement 8 is designed as a hinge 11 with a hinge axis 12 running parallel to the threshold axis.
  • the joint arrangement 8 is designed in the manner of a coupling arrangement with which the ends of the two clamp halves 6 and 7 are connected to one another in a tensile manner. Due to the special design, which will be described in the following, the two ends can, however, be pivoted against each other within limits about an axis running approximately parallel to the threshold axis, so that the coupling to one another also takes place in an articulated manner in this exemplary embodiment.
  • the coupling arrangement for the ends of the two clamp halves 6 and 7 comprises, in the exemplary embodiment shown in FIGS. 3 and 4, a coupling piece 13 which, as can be seen in particular from FIG. 5, consists of a piece of commercially available U-profile.
  • the coupling piece 13 has an upwardly open receiving channel 14 in which the overlapping ends of the clamp halves 6 and 7 are mounted.
  • the coupling piece 13 is provided in its bottom region with a bore in which a vertically oriented sleeve 15 is fastened, preferably by welding.
  • the sleeve 15 is dimensioned such that it protrudes slightly upwards over the coupling piece 13.
  • the ends of the two clip halves are provided with elongated holes 16 and 17, through which the sleeve 15 protrudes.
  • the sleeve 15 is equipped in its bore with an internal thread, which carries a screw bolt 18, which is supported with its free end via a pressure plate 19 on the top of the threshold 1.
  • the shape of the plates 5 is essentially trapezoidal in the exemplary embodiments shown in FIGS. 3 to 5.
  • the lower edge 20 of each plate is formed in a straight line and aligned obliquely such that it encloses an angle of approximately 75 ° with the associated side surface of the threshold.
  • each plate 5 is in turn composed of two substantially straight sections.
  • the first section 21 adjoining the respective clamp half is inclined in such a way that it encloses an angle of approximately 80 ° with the associated side surface of the threshold.
  • the second section 22 adjoining this first section 21 is in turn inclined such that it encloses an angle of approximately 40 ° with the associated side surface.
  • the plates 5 are driven either jointly or, after pulling the hinge pin one after the other, into the ballast bed via the clamp halves 6 or 7 via a device.
  • the wedge between the top 2 of the threshold and the hinge 11 is driven, as shown in Figure 1.
  • the hinge is raised relative to the upper side of the threshold, so that the support surfaces 10 come into firm contact with the lower side of the threshold and dig into it slightly.
  • the shape of the clamp halves and the height of the wedge is dimensioned such that a clamping force previously defined in temptation is generated.
  • the curved design of the spring halves 6 and 7 made of spring steel ensures that the predetermined tension is retained even if, during operation, either the wedge works somewhat into the top or the support surfaces somewhat into the underside of the threshold.
  • the wedge has a so-called latching step. This ensures that, on the one hand, the wedge can only be driven under the joint arrangement up to a certain amount and, on the other hand, can no longer slide out of its final position when shaken.
  • the plate 5 equipped with the clamp half 6 is first driven into the ballast bed at the corresponding point.
  • a driving tool is placed on the first section 21 of the plate 5. Due to the inclination of the first section 21, a component directed towards the threshold always acts on the plate during the driving-in process, so that the plate always remains in contact with the side surface 3 of the threshold during this process. This effect is exacerbated by the inclination of the lower edge 20 of the plate 5, so that even with difficult ballast bed conditions it is ensured that the support surface 10 in the form of the holding bracket engages under the underside of the threshold in the final position.
  • the plate 5 does not yet have the required position close to the threshold in the lowered state, it is only necessary to convert the driving tool from the first section 21 to the second section 22. Due to the inclination of the second section 22, a force can then be exerted on the plate 5, which in any case ensures that the mounting bracket engages under the threshold in the desired manner.
  • the coupling piece 13 with the sleeve 15 is threaded into the elongated hole 16 and then the opposite plate 5 with the clamp half 7 is driven into the ballast bed as far as shown above until the slot 17 of the clamp half 7 is also penetrated by the bush 15 of the coupling piece 13.
  • the upper end face of the sleeve 15 serves as a voltage limiter. As soon as the hexagon button of the bolt 18 rests on the upper end face, further rotation of the bolt and thus an increase in the clamping force is no longer possible.
  • the shape of the clip halves and the plates can be designed in a wide variety of ways. According to the invention, it is only necessary to form the clip in two or more parts, so that the anchor can be driven in the untensioned state. According to the invention, the clamping force required for fastening to the threshold is then to be applied only in the final position of the anchor.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Clamps And Clips (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
EP85101562A 1984-03-27 1985-02-13 Anker für eine in Schotter eingebettete Schwelle einer Gleisanlage Expired EP0156149B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT85101562T ATE35706T1 (de) 1984-03-27 1985-02-13 Anker fuer eine in schotter eingebettete schwelle einer gleisanlage.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3411277 1984-03-27
DE19843411277 DE3411277A1 (de) 1984-03-27 1984-03-27 Anker fuer eine in schotter eingebettete schwelle einer gleisanlage

Publications (3)

Publication Number Publication Date
EP0156149A2 EP0156149A2 (de) 1985-10-02
EP0156149A3 EP0156149A3 (en) 1986-10-29
EP0156149B1 true EP0156149B1 (de) 1988-07-13

Family

ID=6231770

Family Applications (1)

Application Number Title Priority Date Filing Date
EP85101562A Expired EP0156149B1 (de) 1984-03-27 1985-02-13 Anker für eine in Schotter eingebettete Schwelle einer Gleisanlage

Country Status (4)

Country Link
US (1) US4718603A (cs)
EP (1) EP0156149B1 (cs)
AT (1) ATE35706T1 (cs)
DE (2) DE3411277A1 (cs)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3722627A1 (de) * 1987-07-09 1989-01-26 Salzgitter Peine Stahlwerke Lagesicherung fuer stahlschwellen
AT389131B (de) * 1987-12-02 1989-10-25 Eder Alois Ing Gleisanlage
US5485955A (en) * 1994-07-11 1996-01-23 Kerr-Mcgee Chemical Corporation Rail-tie fastening assembly for concrete tie
RU2339756C1 (ru) * 2007-04-10 2008-11-27 Государственное образовательное учреждение высшего профессионального образования "Уральский государственный университет путей сообщения" (УрГУПС) Устройство для повышения поперечной устойчивости рельсошпальной решетки в балласте (варианты)

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US924415A (en) * 1909-04-05 1909-06-08 Lewis E Barton Sr Railroad-tie and rail-fastener.
FR486836A (fr) * 1916-09-14 1918-05-14 Acieries Ci Devant Georges Fis Dispositif pour empecher le cheminement des rails de chemin de fer
US1295859A (en) * 1918-09-28 1919-03-04 Stanislaw Dambrowski Rail-tie.
US1477637A (en) * 1922-07-24 1923-12-18 Karl F Elers Creep check for rails
FR576713A (fr) * 1924-02-02 1924-08-25 Traverse de voie ferrée
US1630696A (en) * 1927-02-12 1927-05-31 Stanley W Finch Rail-tying device
FR688260A (fr) * 1929-04-03 1930-08-21 Coindet Ets Agrafe pour le serrage des traverses en bois fendues sur les voies ferrées
DE3107990C2 (de) * 1981-03-03 1983-03-31 Vossloh-Werke Gmbh, 5980 Werdohl Anker für eine in Schotter eingebettete Schwelle einer Gleisanlage

Also Published As

Publication number Publication date
DE3411277C2 (cs) 1990-12-13
DE3411277A1 (de) 1985-10-24
US4718603A (en) 1988-01-12
ATE35706T1 (de) 1988-07-15
DE3563758D1 (en) 1988-08-18
EP0156149A3 (en) 1986-10-29
EP0156149A2 (de) 1985-10-02

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