EP3346054A1 - Tension clamp and rail fastening system for fastening railway rails - Google Patents
Tension clamp and rail fastening system for fastening railway rails Download PDFInfo
- Publication number
- EP3346054A1 EP3346054A1 EP18151073.6A EP18151073A EP3346054A1 EP 3346054 A1 EP3346054 A1 EP 3346054A1 EP 18151073 A EP18151073 A EP 18151073A EP 3346054 A1 EP3346054 A1 EP 3346054A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail
- clamp
- point
- tension clamp
- support point
- 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.)
- Granted
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- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
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- 238000005452 bending Methods 0.000 description 3
- 239000000758 substrate Substances 0.000 description 3
- 239000010426 asphalt Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000012212 insulator Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000002195 synergetic effect Effects 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 238000010292 electrical insulation Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003252 repetitive effect Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
- E01B9/28—Fastening on wooden or concrete sleepers or on masonry with clamp members
- E01B9/30—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips
- E01B9/303—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips the clip being a shaped bar
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/38—Indirect fastening of rails by using tie-plates or chairs; Fastening of rails on the tie-plates or in the chairs
- E01B9/44—Fastening the rail on the tie-plate
- E01B9/46—Fastening the rail on the tie-plate by clamps
- E01B9/48—Fastening the rail on the tie-plate by clamps by resilient steel clips
- E01B9/483—Fastening the rail on the tie-plate by clamps by resilient steel clips the clip being a shaped bar
Definitions
- the invention relates to a tension clamp and a rail fastening system for releasably securing a rail on a rail surface, preferably a railway sleeper.
- tension clamps are used. Clamps are usually bent steel springs that press the rail rail on the threshold in the assembled state. The clamping force of the tension clamp is designed so that welded rails are held in position even in case of a break and form as possible no gaps between abutting rails.
- the tension clamp is part of an electrically insulated rail fastening system which typically has per threshold or attachment point: tension clamps, angled guide plates forming a rail channel, turnbuckles to which the tension clamps are bolted and anchored in threaded bolts embedded in the sill, and rail pads below the two rails, which allow an elastic sinking of the rails.
- the rail fastening system is preassembled on the threshold, wherein the clamps are initially in a preassembly position in which they are pre-stressed with a certain torque.
- the clamps are slid out of the preassembly position toward the rail so that a rail holding portion of the clamp presses on the rail foot and tightened with the torque for final assembly.
- FIG. 1 is a schematic plan view of a tension clamp 100 according to the prior art.
- the tension clamp 100 has a central portion formed by two parallel inner arms 110 and 120 which transition into torsion portions 130 and 140 in a continuous and arcuate manner.
- the two strands are bent onto a common connecting arm 150, which presses in the mounted state on the rail foot, whereby the rail is braced.
- the tension clamp 100 is bent in a W shape.
- FIG. 1 In the example of FIG. 1 are the two inner arms 110, 120 at their sides facing the rail (top in the FIG. 1 ) not connected. A deviating, nonetheless W-shaped bent clamp comes from the EP 2 410 090 A1 out. This has two inner arms, which are connected at their sides facing the rail to form a loop.
- the tension clamp Due to the curved W-shape of the tension clamp a spring-elastic holding force required to hold down the rail is generated. Furthermore, further safety aspects are realized: While the rail with the two highly elastic outer spring arms is held down, the middle section serves as an additional anti-tipper, which is activated upon reaching a certain force and prevents tilting of the rail and a lifting of the rail from the threshold. In addition, the tension clamp adapts to any deformations of the track bed occurring over time due to the spring travel. As a result, a track equipped with tension clamps does not require regular tightening of the tensioning screws.
- the tension clamp 100 has for attachment and bracing outer bearing points 131 and 141 in the region of the vertices of the torsion portions 130 and 140.
- the outer support points are in the assembled state with an angle guide plate (not shown) in contact and are based on the tension on this.
- the inner arms 110 and 120 have inner bearing points 111 and 121 for the clamping screw (not shown). Between the inner and outer support points 111, 121, 131, 141, ie between the support points of the tension clamp 100 and the force application points for the clamping screw, in each case there is a lateral offset L in the direction along the mounted rail.
- An object of the invention is to provide a tension clamp and a rail fastening system for releasably securing a rail to a rail surface with improved reliability.
- the tension clamp according to the invention serves for releasably securing a rail to a rail surface.
- the rail substrate is preferably a railway sleeper, but may be another suitable rail pad.
- the tension clamp is preferably a spring element for frictional-elastic holding the rail on the rail surface.
- the tension clamp is, apart from a possible coating (described below), preferably made in one piece, for example made of steel.
- the tension clamp has a central portion for tensioning the tension clamp on a base.
- the pad preferably comprises an angled guide plate which can be introduced, for example, in a recess of the rail substrate designed for this purpose.
- the middle section of the tensioning clamp can be braced by means of a tensioning screw, which for this purpose preferably cooperates with a dowel inserted into a corresponding opening in the base.
- the tension clamp further includes an outer portion having a rail holding portion which exerts a holding force on the rail in the assembled state of the tension clamp.
- the rail has a rail foot, which is a widened in the region of the rail surface portion of the rail. In this case, the tension is such that the rail holding portion presses in the mounted state of the tension clamp on the rail.
- the tension clamp is arranged such that in the assembled state the tensioning screw exerts a tensioning force on the middle portion at at least one force application point.
- the clamping force is essentially Directed in the direction of gravity down, even if deviations are possible by an intended, usually small inclination of the clamping screw. It is therefore assumed that the clamping force in the assembled state of the tension clamp is oriented substantially vertically.
- the middle section further comprises at least one support point, which is in contact with the base in the mounted state of the tension clamp.
- a support point is meant that is not directly on the clamping screw, i. the position of the support point differs from that of the point of application of force in a projection perpendicular to the clamping force, i. in a plan view of the tension clamp.
- the middle section is preferably "free", i. does not rely on the pad in a manner that will contribute to deformation of the clip.
- the support point has no lateral offset relative to the force application point by the clamping screw.
- the term “laterally” refers to a direction along the extension of the rail in the mounted state. In other words, the force application point and the support point are located substantially in a plane that is perpendicular to the extension direction of the rail.
- the support point has no lateral offset relative to the force application point of the clamping screw, no tension or a significantly reduced torsional moment acts on the middle section during tensioning of the tensioning clamp.
- the middle section is not a rotation about its own axis exposed. This leads to an improved wear behavior of both the clamp and the clamping screw.
- the tension clamp has no support point, which is in contact with the base in the assembled state of the tension clamp and has a lateral offset relative to the force application point. In this way, inner torsional moments of the central portion can be minimized.
- the outer portion has at least one torsion portion connecting the central portion to the rail support portion, extending laterally from the central portion (as defined above) and having no support point with the support.
- the torsion portion is at least a part of an elastic connection between the middle portion and the rail holding portion, whereby the above-described frictional-elastic support can be realized.
- the point of support is also referred to below as the second point of support.
- the central portion has at least one further support point, which is referred to as a first support point, in the mounted state of the tension clamp in contact with the substrate and is in a projection perpendicular to the clamping force at the position of the force application point, so that the first support point and the second support point relative to each other have no offset.
- the first point of contact is in the assembled state in the area of the clamping screw.
- the first bearing point is preferably formed by the middle section of the tensioning clamp being pressed onto the base at this point by tightening the tensioning screw. In this way, with stable and reliable mountability, internal torsional moments of the middle portion of the tension clamp can be effectively reduced.
- the central portion has two inner arms which extend in a straight line parallel and in a projection perpendicular to the clamping force, the two inner arms each having a force application point (in the sense defined above) and at least one bearing point which is not relative to the associated force application point has lateral offset.
- the projected direction of extension of the two inner arms is in the assembled state of the tension clamp preferably perpendicular to the extension direction of the rail.
- the construction of the clamp can be simplified by means of two inner arms, since they can be bent, preferably in a mirror-symmetrical manner, in order to form the outer section in their further course.
- the two inner arms each have a first support point and a second support point, which have no lateral offset relative to each other.
- the two first points of support are in the position of force application points of the clamping screw, in a projection perpendicular to the clamping force.
- the first two points of contact are in the area of the clamping screw.
- the first support points are preferably formed by the fact that the two inner arms are pressed at these points by tightening the clamping screw on the pad. In this way, with stable and reliable mountability, internal torsional moments of the middle portion of the tension clamp can be effectively reduced.
- the two inner arms are bent in the region of the respective (second) support point in a plane perpendicular to the extension direction of the rail, preferably bent in an S-shape.
- the non-positive elastic functionality of the clamp can be realized in a constructive and production technology simple way.
- the outer portion has two torsion portions which respectively extend laterally from an associated inner arm and connect the inner arms to the rail holding portion.
- the one inner arm and the associated torsion portion are in this case preferably mirror-symmetrical to the other inner arm and associated torsion portion, relative to a mirror plane which is perpendicular to the extension direction of the rail.
- the Torsionsabitese are preferably made by bending the inner arms (more precisely, their extension), whereby the non-positive elastic functionality of the clamp can be realized in a constructive and manufacturing technology simple manner.
- the two inner arms each have an inner end on the rail side.
- the two inner arms are not interconnected at their sides facing the rail, i. do not form a loop, but end.
- the two inner arms are at most connected to each other via the outer portion according to this embodiment.
- the rail holding portion has a connecting arm which connects the two inner arms with each other.
- a detailed and preferred embodiment of a tension clamp based on a bent steel strand has the following structure (viewed in a plan view, ie, a projection perpendicular to the tension force).
- the inner arm Starting from the inner end of one of the two inner arms, the inner arm extends along one Direction leading away from a clamped rail.
- the inner arm is followed by a torsion section, which laterally outwardly curves past a vertex and continues to fold over into an outer arm which preferably does not recirculate exactly parallel but approximately in the direction of the inner arm beyond the inner end and on to one outer deflection point merges into the connecting arm.
- Of the Connecting arm runs parallel to the rail in the mounted state of the tension clamp and presses on a rail foot in order to clamp the rail.
- the other inner arm extends from the other inner end along a direction away from the clamped rail.
- the other inner arm is adjoined by a further torsion section, which laterally outwardly passes through a vertex and continues, bent over, into another outer arm, which preferably does not return exactly parallel but approximately in the direction of the inner arm beyond the inner end and merges into the connecting arm at a further outer deflection point.
- the two flanks are mirror-symmetrical.
- the tension clamp is at least partially surrounded by an insulating material, preferably plastic, preferably encapsulated.
- an insulating material preferably plastic, preferably encapsulated.
- the support point an analogous to several support points
- the support point is performed without eccentricity or offset, in addition to the technical effects set out above, the movement of the central portion of the clamp during clamping is minimized. This helps ensure that such insulation is reliable and durable. Due to the improved insulation with significantly increased electrical resistance, which is made possible in a synergetic way by the arrangement of the support point (analogous multiple support points), the tension clamp and a rail fastening system equipped with it is particularly well suited for covered tracks, which are used primarily in local traffic. Background is the increased stray current problem in this area.
- the rail fastening system (with and without additional insulation) is particularly flat executable, so that any overlying asphalt surface can be provided particularly thick and stable. Due to the large contact surface of the tension clamp on the rail foot, for example, by the Connecting arm is ensured, an insulator portion can be realized as part of the above-mentioned insulation between the rail and the tension clamp without much wear. It can be distinguished between a first insulation of the tension clamp to the clamping screw and a second insulation of the tension clamp to the rail, which can be constructed differently, in particular different mechanical and / or electrical requirements can satisfy.
- the rail fastening system is provided for releasably securing a rail to a rail surface.
- the rail fastening system comprises a tensioning screw and a tensioning clamp as described above.
- the middle section of the tensioning clamp is screwed and clamped on a base by means of the tensioning screw such that the rail holding section exerts a holding force on the rail, wherein the tensioning screw exerts a clamping force on the middle section at at least one point of force application, the contact point is in contact with the base in that the position of the bearing point differs from that of the point of application of force in a projection perpendicular to the clamping force and the bearing point has no lateral offset relative to the force application point.
- the pad and / or the tension clamp on means for lateral displacement of the tension clamp.
- the pad on a groove portion or a groove plate which cooperates in a toothed manner with the tension clamp to realize a horizontal adjustability of the tension clamp along the rail.
- FIG. 2 is a perspective schematic view of a tension clamp 1, which is a spring element made of a bent steel strand. Further views of the tension clamp 1 according to this embodiment will be apparent from the Figures 3a, 3b and 3c out.
- the tension clamp 1 has a central portion formed by two inner arms 10 and 20, and an outer portion consisting of two torsion portions 30 and 40, two outer arms 50 and 60 and a connecting arm 70, the two outer arms 50, 60 connects, is constructed.
- the connecting arm 70 is an example of a rail holding portion that exerts a holding force on the rail to be mounted in the assembled state of the tension clamp 1.
- the various sections of the tension clamp 1, according to the present embodiment merge into one another in a continuous and curved manner, so that a one-piece, W-shaped spring element is formed.
- the structure of the tension clamp 1 in the plan view of FIG. 3a is in detail as follows: Starting from an inner end 11 of the one inner arm 10, the inner arm 10 extends along a direction which is from a possible rail (in the FIG. 2 not shown) leads away. To the inner arm 10, the torsion adjoins 30, which bent to the outside passes through a vertex 31 and further bent into the outer arm 50 merges, in the present embodiment is not exactly parallel, but approximately in the direction of the inner arm 10 over the inner end 11 also leads back and merges at an outer deflection point 51 in the connecting arm 70.
- the connecting arm 70 extends in the mounted state of the tension clamp 1 parallel to the rail and presses on a rail foot to clamp the rail.
- the inner arm 20 is adjoined by the torsion portion 40, which, when bent outwards, passes through a vertex 41 and continues in a bent manner into the outer arm 60, which in the present embodiment is not exactly parallel, but approximately in the direction of the inner arm 20 via the inner arm End 21 addition and merges at an outer deflection point 61 in the connecting arm 70.
- the structure, in particular the deflection points 51, 61 and vertices 31, 41 have in the plan view of FIG. 3a about the shape of a trapezoid.
- the shape of the in the Figures 2 . 3a to 3c deviate form shown.
- the two outer arms 50 and 60 may be parallel.
- the tension clamp 1 is mirror-symmetrical, relative to a mirror plane which is perpendicular to the extension of the connecting arm 70 and extends centrally between the two inner arms 10, 20.
- the two inner arms 10, 20 each have a flattened surface 12 and 22, which for direct or indirect (such as by means of a washer) Edition of the head of a clamping screw for clamping the tension clamp 1 are provided in the final assembly position (see. FIGS. 4, 5 and 6 ).
- the tension clamp 1 is in the final assembly position at a first support point 13, 23 on a base (described below) on.
- both inner arms 10, 20 each have a second support point 14, 24, also on the underside of the tension clamp 1 (seen in final assembly position) and also for resting on the base.
- the two support points 13, 14 are in the plan view of FIG.
- the two support points 13, 14 (analogously to 23, 24) have essentially no offset. They are both in the straight extension direction of the respective inner arm 10, 20.
- the torsion sections 30, 40 have no support points.
- the portions of the inner arms 10, 20 located between the two support points 14, 24 are preferably "free", i.e. "free". they are not in contact with the surface, so that the tension clamp 1 deforms during final assembly by tightening the clamping screw and can be clamped in this way. Since the two support points 13, 14 (analog 23, 24) have no lateral offset, when tightening the tension clamp 1 no or a significantly reduced torsional moment acts on the inner arms 10 and 20. This leads to an improved wear behavior of both the tension clamp 1 and the clamping screw.
- the particular arrangement of the support points 13, 14, 23, 24 is preferably achieved in that the inner arms 10, 20 are each bent in a plane which is parallel to the above-defined mirror plane and the corresponding inner arm 10, 20 (more precisely, the center line) contains.
- the inner arms 10, 20 are in this regard preferably bent in an S-shape, as in the Figure 3c shown.
- FIGS. 4 to 6 show the final assembly position of the tension clamp 1 as part of a frictional-elastic rail fastening system.
- the FIG. 4 is a schematic plan view and shows a rail 2 with a rail foot 2a, which is clamped on both sides in each case by means of a tension clamp 1.
- the rail 2 is located in a recess 3a (see. FIG. 5 ) a threshold 3 (or other suitable rail pad).
- the rail fastening system has an angle guide plate 4, which is screwed with a respective clamping screw 5 on the threshold 3.
- the angle guide plate 4 has a bearing surface, which is set up for the support points of the tension clamp 1, in particular for supporting the support points 13, 23, 14, 24.
- the clamping screws 5 is tightened with a provisional tightening torque, for example, about 50 Nm, and the tension clamp 1 is located in a set back from the rail 2 position.
- the tension clamp 1 is brought from the pre-assembly position to the rail 2 in the final assembly position, the tension clamp 1 is in a position which, from the FIGS. 4 to 6 evident.
- the tightening screw 5 comes into contact with the flattened surfaces 12, 22 of the two inner arms 10, 20 via the washer 5a, and the connecting arm 70 slides over the rail foot 2a.
- the two inner arms 10, 20 of the tension clamp 1 come to lie with a small distance to the rail foot 2a (or come into contact with it), whereby a tilt protection is given.
- the clamping screw 5 is tightened with the final tightening torque, so that the tension clamp 1 is tensioned and the connecting arm 70 presses with the desired force on the rail 2a.
- FIG. 5 From the sectional view of FIG. 5 shows that the shaft of the clamping screw 5, after it has passed between the two inner arms 10, 20 of the clamp 1, the angle guide plate 4 penetrates and in a dowel 6, inserted into a corresponding opening of the threshold 3, engages.
- the tension clamp 1 is applied when tightening the clamping screw 5 from above with a force, whereby the rail 2a clamped and the tension clamp 1 are clamped.
- a separate insulation 7 is provided between the tension clamp 1 and the angle guide plate 4 and the rail 2a.
- the electrical insulation 7 is made of plastic, for example, this is preferably on or overmolded, whereby the tension clamp 1 is at least partially surrounded by the insulation.
- a distinction can be made between a first insulation 7a of the tensioning clamp 1 for the tensioning screw 5 and a second insulation 7b of the tensioning clamp 1 for the rail foot 2a, which may have different structures, in particular different mechanical and / or electrical requirements.
- the rail fastening system is particularly well suited for covered tracks, which are used primarily in local traffic. Background is the increased stray current problem in this area.
- the rail fastening system is particularly flat executable, whereby any overlying asphalt surface can be provided particularly thick and stable. Due to the large contact surface of the tension clamp 1 on the rail 2a, which is ensured by the connecting arm 70, an insulator portion can be realized as part of the above insulation 7 between the rail 2a and the tension clamp 1 without much wear.
- the angle guide plate 4 may be provided with a groove portion or a groove plate 8. How a gearing of this kind can look, is particularly clear from the FIG. 6 out.
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Abstract
Spannklemme (1) und Schienenbefestigungssystem zum lösbaren Befestigen einer Schiene (2) auf einem Schienenuntergrund. Die Spannklemme (1) weist einen mittleren Abschnitt zum Verspannen der Spannklemme (1) auf einer Unterlage, die vorzugsweise eine Winkelführungsplatte (4) ist oder umfasst, mittels einer Spannschraube (5) und einen äußeren Abschnitt auf, der einen Schienenhalteabschnitt (70) aufweist, der im montierten Zustand der Spannklemme (1) eine Haltekraft auf die Schiene (2) ausübt, wobei die Spannklemme (1) so eingerichtet ist, dass im montierten Zustand die Spannschraube (5) an zumindest einem Kraftangriffspunkt eine Spannkraft auf den mittleren Abschnitt ausübt, und der mittlere Abschnitt ferner zumindest einen Auflagepunkt (14, 24) aufweist, der im montierten Zustand der Spannklemme (1) mit der Unterlage in Kontakt steht, dessen Position sich von der des Kraftangriffspunkts in einer Projektion senkrecht zur Spannkraft unterscheidet und der relativ zum Kraftangriffspunkt keinen seitlichen Versatz aufweist. Clamp (1) and rail fastening system for releasably securing a rail (2) to a rail surface. The tension clamp (1) has a central portion for tensioning the tension clamp (1) on a base, which is preferably an angle guide plate (4), by means of a tightening screw (5) and an outer portion having a rail holding portion (70) which in the assembled state of the tension clamp (1) exerts a holding force on the rail (2), wherein the tension clamp (1) is arranged such that in the mounted state the tensioning screw (5) exerts a clamping force on the middle section at at least one point of force application , and the central portion further comprises at least one support point (14, 24) in the mounted state of the tension clamp (1) is in contact with the base, the position of which differs from that of the force application point in a projection perpendicular to the clamping force and relative to Force application point has no lateral offset.
Description
Die Erfindung betrifft eine Spannklemme sowie ein Schienenbefestigungssystem zum lösbaren Befestigen einer Schiene auf einem Schienenuntergrund, vorzugsweise einer Bahnschwelle.The invention relates to a tension clamp and a rail fastening system for releasably securing a rail on a rail surface, preferably a railway sleeper.
Zur Befestigung einer Eisenbahnschiene auf einer Bahnschwelle (analog einem anderen geeigneten Schienenuntergrund) werden Spannklemmen verwendet. Spannklemmen sind zumeist gebogene Stahlfedern, die im montierten Zustand die Eisenbahnschiene auf die Schwelle drücken. Die Spannkraft der Spannklemme ist hierbei so ausgelegt, dass verschweißte Schienen auch bei einem Bruch in Position gehalten werden und sich möglichst keine Lücken zwischen aneinanderstoßenden Schienen bilden.To attach a railroad track on a railway sleeper (analogous to another suitable rail surface) tension clamps are used. Clamps are usually bent steel springs that press the rail rail on the threshold in the assembled state. The clamping force of the tension clamp is designed so that welded rails are held in position even in case of a break and form as possible no gaps between abutting rails.
Die Spannklemme ist Teil eines elektrisch isolierten Schienenbefestigungssystems, das pro Schwelle oder Befestigungspunkt üblicherweise aufweist: Spannklemmen, Winkelführungsplatten, die einen Schienenkanal bilden, Spannschrauben, mit denen die Spannklemmen verschraubt und die in Schraubdübeln, eingegossen in der Schwelle, zu verankern sind, sowie Schienenzwischenlager unter den beiden Schienen, die ein elastisches Einsinken der Schienen erlauben.The tension clamp is part of an electrically insulated rail fastening system which typically has per threshold or attachment point: tension clamps, angled guide plates forming a rail channel, turnbuckles to which the tension clamps are bolted and anchored in threaded bolts embedded in the sill, and rail pads below the two rails, which allow an elastic sinking of the rails.
Zur Montage wird das Schienenbefestigungssystem auf der Schwelle vormontiert, wobei sich die Spannklemmen zunächst in einer Vormontageposition befinden, in der sie mit einem bestimmten Drehmoment vorverspannt sind. Für die Endmontage werden die Spannklemmen aus der Vormontageposition heraus zur Schiene hin verschoben, so dass ein Schienenhalteabschnitt der Spannklemme auf den Schienenfuß drückt, und mit dem Drehmoment zur Endmontage festgezogen. Zur automatisierten Montage ist es hierbei wichtig, dass ein einfaches Schieben der Spannklemme mittels eines Schiebers ohne vorheriges Lösen der Spannschraube erfolgen kann.For installation, the rail fastening system is preassembled on the threshold, wherein the clamps are initially in a preassembly position in which they are pre-stressed with a certain torque. For final assembly, the clamps are slid out of the preassembly position toward the rail so that a rail holding portion of the clamp presses on the rail foot and tightened with the torque for final assembly. For automated assembly, it is important that a simple sliding of the tension clamp by means of a slide without prior loosening of the clamping screw can be done.
Die
Im Beispiel der
Durch die gebogene W-Form der Spannklemme wird eine zum Niederhalten der Schiene erforderliche federnd elastische Haltekraft erzeugt. Ferner werden weitere Sicherheitsaspekte verwirklicht: Während die Schiene mit den beiden hochelastischen äußeren Federarmen niedergehalten wird, dient der mittlere Abschnitt als zusätzlicher Kippschutz, der bei Erreichen einer bestimmten Kraft aktiviert wird und ein Kippen der Schiene sowie ein Abheben der Schiene von der Schwelle unterbindet. Zudem passt sich die Spannklemme durch den Federweg etwaigen im Lauf der Zeit auftretenden Verformungen des Gleisbetts an. Dadurch benötigt ein mit Spannklemmen ausgestattetes Gleis kein regelmäßiges Nachziehen der Spannschrauben.Due to the curved W-shape of the tension clamp a spring-elastic holding force required to hold down the rail is generated. Furthermore, further safety aspects are realized: While the rail with the two highly elastic outer spring arms is held down, the middle section serves as an additional anti-tipper, which is activated upon reaching a certain force and prevents tilting of the rail and a lifting of the rail from the threshold. In addition, the tension clamp adapts to any deformations of the track bed occurring over time due to the spring travel. As a result, a track equipped with tension clamps does not require regular tightening of the tensioning screws.
Die Spannklemme 100 gemäß der
Eine Aufgabe der Erfindung besteht darin, eine Spannklemme sowie ein Schienenbefestigungssystem zum lösbaren Befestigen einer Schiene auf einem Schienenuntergrund mit verbesserter Zuverlässigkeit bereitzustellen.An object of the invention is to provide a tension clamp and a rail fastening system for releasably securing a rail to a rail surface with improved reliability.
Gelöst wird die Aufgabe mit einer Spannklemme mit den Merkmalen des Anspruchs 1, sowie einem Schienenbefestigungssystem mit den Merkmalen des Anspruchs 12. Vorteilhafte Weiterbildungen folgen aus den Unteransprüchen, der folgenden Darstellung der Erfindung sowie der Beschreibung bevorzugter Ausführungsbeispiele.The object is achieved with a tension clamp with the features of
Die Spannklemme gemäß der Erfindung dient zum lösbaren Befestigen einer Schiene auf einem Schienenuntergrund. Der Schienenuntergrund ist vorzugsweise eine Bahnschwelle, kann jedoch auch eine andere geeignete Schienenunterlage sein. Die Spannklemme ist vorzugsweise ein Federelement zum kraftschlüssig-elastischen Halten der Schiene auf dem Schienenuntergrund. Die Spannklemme ist, abgesehen von einer etwaigen Beschichtung (weiter unten beschrieben), vorzugsweise einstückig gefertigt, beispielsweise aus Stahl.The tension clamp according to the invention serves for releasably securing a rail to a rail surface. The rail substrate is preferably a railway sleeper, but may be another suitable rail pad. The tension clamp is preferably a spring element for frictional-elastic holding the rail on the rail surface. The tension clamp is, apart from a possible coating (described below), preferably made in one piece, for example made of steel.
Die Spannklemme weist einen mittleren Abschnitt zum Verspannen der Spannklemme auf einer Unterlage auf. Die Unterlage umfasst vorzugsweise eine Winkelführungsplatte, die beispielsweise in einer dafür ausgelegten Ausnehmung des Schienenuntergrunds einbringbar ist. Der mittlere Abschnitt der Spannklemme ist mittels einer Spannschraube verspannbar, die zu diesem Zweck vorzugsweise mit einem Dübel, eingebracht in eine entsprechende Öffnung der Unterlage, zusammenwirkt. Die Spannklemme weist ferner einen äußeren Abschnitt auf, der einen Schienenhalteabschnitt hat, der im montierten Zustand der Spannklemme eine Haltekraft auf die Schiene ausübt. Vorzugsweise weist die Schiene einen Schienenfuß auf, der ein im Bereich des Schienenuntergrunds verbreiterter Abschnitt der Schiene ist. In diesem Fall erfolgt die Verspannung derart, dass der Schienenhalteabschnitt im montierten Zustand der Spannklemme auf den Schienenfuß drückt. Die Spannklemme ist so eingerichtet, dass im montierten Zustand die Spannschraube an zumindest einem Kraftangriffspunkt eine Spannkraft auf den mittleren Abschnitt ausübt. Die Spannkraft ist im Wesentlichen in Schwerkraftrichtung nach unten gerichtet, auch wenn Abweichungen durch eine beabsichtigte, normalerweise geringe Schrägstellung der Spannschraube möglich sind. Es wird daher angenommen, dass die Spannkraft im montierten Zustand der Spannklemme im Wesentlichen vertikal ausgerichtet ist. Durch die Ausübung der so definierten Spannkraft wird die Spannklemme zum einen auf der Unterlage befestigt, zum anderen erfolgt eine elastische Verformung der Spannklemme, die ein kraftschlüssig-elastisches Halten der Schiene zur Folge hat.The tension clamp has a central portion for tensioning the tension clamp on a base. The pad preferably comprises an angled guide plate which can be introduced, for example, in a recess of the rail substrate designed for this purpose. The middle section of the tensioning clamp can be braced by means of a tensioning screw, which for this purpose preferably cooperates with a dowel inserted into a corresponding opening in the base. The tension clamp further includes an outer portion having a rail holding portion which exerts a holding force on the rail in the assembled state of the tension clamp. Preferably, the rail has a rail foot, which is a widened in the region of the rail surface portion of the rail. In this case, the tension is such that the rail holding portion presses in the mounted state of the tension clamp on the rail. The tension clamp is arranged such that in the assembled state the tensioning screw exerts a tensioning force on the middle portion at at least one force application point. The clamping force is essentially Directed in the direction of gravity down, even if deviations are possible by an intended, usually small inclination of the clamping screw. It is therefore assumed that the clamping force in the assembled state of the tension clamp is oriented substantially vertically. By exerting the clamping force thus defined, the tension clamp is fastened to the base on the one hand and, on the other hand, there is an elastic deformation of the tension clamp, which results in a frictionally elastic holding of the rail.
Erfindungsgemäß weist der mittlere Abschnitt ferner zumindest einen Auflagepunkt auf, der im montierten Zustand der Spannklemme mit der Unterlage in Kontakt steht. In anderen Worten, am Auflagepunkt stützt sich die Spannklemme zur Verspannung auf der Unterlage ab. Hierbei ist ein Auflagepunkt gemeint, der sich nicht direkt an der Spannschraube befindet, d.h. die Position des Auflagepunkts unterscheidet sich von der des Kraftangriffspunkts in einer Projektion senkrecht zur Spannkraft, d.h. in einer Draufsicht auf die Spannklemme. Zwischen dem Auflagepunkt und dem Kraftangriffspunkt ist der mittlere Abschnitt vorzugsweise "frei", d.h. stützt sich nicht auf eine Weise auf der Unterlage ab, dass dies zu einer Verformung der Spannklemme beiträgt. Ferner weist der Auflagepunkt relativ zum Kraftangriffspunkt durch die Spannschraube keinen seitlichen Versatz auf. Die Bezeichnung "seitlich" bezieht sich hierbei auf eine Richtung entlang der Erstreckung der Schiene im montierten Zustand. In anderen Worten, der Kraftangriffspunkt und der Auflagepunkt befinden sich im Wesentlichen in einer Ebene, die senkrecht auf der Erstreckungsrichtung der Schiene steht.According to the invention, the middle section further comprises at least one support point, which is in contact with the base in the mounted state of the tension clamp. In other words, at the contact point, the tension clamp is braced against the base for tension. Here, a support point is meant that is not directly on the clamping screw, i. the position of the support point differs from that of the point of application of force in a projection perpendicular to the clamping force, i. in a plan view of the tension clamp. Between the support point and the force application point, the middle section is preferably "free", i. does not rely on the pad in a manner that will contribute to deformation of the clip. Furthermore, the support point has no lateral offset relative to the force application point by the clamping screw. The term "laterally" refers to a direction along the extension of the rail in the mounted state. In other words, the force application point and the support point are located substantially in a plane that is perpendicular to the extension direction of the rail.
Da der Auflagepunkt relativ zum Kraftangriffspunkt der Spannschraube keinen seitlichen Versatz aufweist, wirkt beim Spannen der Spannklemme kein oder ein deutlich verringertes Torsionsmoment auf den mittleren Abschnitt. In anderen Worten, der mittlere Abschnitt ist keiner Verdrehung um die eigene Achse ausgesetzt. Dies führt zu einem verbesserten Verschleißverhalten sowohl der Spannklemme als auch der Spannschraube.Since the support point has no lateral offset relative to the force application point of the clamping screw, no tension or a significantly reduced torsional moment acts on the middle section during tensioning of the tensioning clamp. In other words, the middle section is not a rotation about its own axis exposed. This leads to an improved wear behavior of both the clamp and the clamping screw.
Vorzugsweise weist die Spannklemme keinen Auflagepunkt auf, der im montierten Zustand der Spannklemme mit der Unterlage in Kontakt steht und relativ zum Kraftangriffspunkt einen seitlichen Versatz aufweist. Auf diese Weise können innere Torsionsmomente des mittleren Abschnitts minimiert werden.Preferably, the tension clamp has no support point, which is in contact with the base in the assembled state of the tension clamp and has a lateral offset relative to the force application point. In this way, inner torsional moments of the central portion can be minimized.
Vorzugsweise weist der äußere Abschnitt zumindest einen Torsionsabschnitt auf, der den mittleren Abschnitt mit dem Schienenhalteabschnitt verbindet, sich vom mittleren Abschnitt seitlich (gemäß der obigen Definition) erstreckt und keinen Auflagepunkt mit der Unterlage aufweist. Der Torsionsabschnitt ist zumindest ein Teil einer elastischen Verbindung zwischen dem mittleren Abschnitt und dem Schienenhalteabschnitt, wodurch die oben dargelegte kraftschlüssig-elastische Halterung verwirklicht werden kann. Indem der Torsionsabschnitt keinen Auflagepunkt mit der Unterlage aufweist, können innere Torsionsmomente des mittleren Abschnitts der Spannklemme wirksam verringert werden.Preferably, the outer portion has at least one torsion portion connecting the central portion to the rail support portion, extending laterally from the central portion (as defined above) and having no support point with the support. The torsion portion is at least a part of an elastic connection between the middle portion and the rail holding portion, whereby the above-described frictional-elastic support can be realized. By not having a support point with the pad, torsional moments of the central portion of the tension clamp can be effectively reduced.
Der Auflagepunkt sei im Folgenden auch als zweiter Auflagepunkt bezeichnet. Vorzugsweise weist der mittlere Abschnitt zumindest einen weiteren Auflagepunkt auf, der als erster Auflagepunkt bezeichnet sei, im montierten Zustand der Spannklemme mit der Unterlage in Kontakt steht und sich in einer Projektion senkrecht zur Spannkraft an der Position des Kraftangriffspunkts befindet, so dass der erste Auflagepunkt und der zweite Auflagepunkt relativ zueinander keinen Versatz aufweisen. Der erste Auflagepunkt befindet sich im montierten Zustand im Bereich der Spannschraube. Der erste Auflagepunkt entsteht vorzugsweise dadurch, dass der mittlere Abschnitt der Spannklemme an dieser Stelle durch Anziehen der Spannschraube auf die Unterlage gedrückt wird. Auf diese Weise können bei stabiler und zuverlässiger Montierbarkeit innere Torsionsmomente des mittleren Abschnitts der Spannklemme wirksam verringert werden.The point of support is also referred to below as the second point of support. Preferably, the central portion has at least one further support point, which is referred to as a first support point, in the mounted state of the tension clamp in contact with the substrate and is in a projection perpendicular to the clamping force at the position of the force application point, so that the first support point and the second support point relative to each other have no offset. The first point of contact is in the assembled state in the area of the clamping screw. The first bearing point is preferably formed by the middle section of the tensioning clamp being pressed onto the base at this point by tightening the tensioning screw. In this way, with stable and reliable mountability, internal torsional moments of the middle portion of the tension clamp can be effectively reduced.
Vorzugsweise weist der mittlere Abschnitt zwei innere Arme auf, die sich parallel und in einer Projektion senkrecht zur Spannkraft geradlinig erstrecken, wobei die beiden inneren Arme jeweils einen Kraftangriffspunkt (in dem oben definierten Sinne) und zumindest einen Auflagepunkt aufweisen, der relativ zum zugehörigen Kraftangriffspunkt keinen seitlichen Versatz aufweist. Die projizierte Erstreckungsrichtung der beiden inneren Arme steht im montierten Zustand der Spannklemme vorzugsweise senkrecht auf der Erstreckungsrichtung der Schiene. Die Konstruktion der Klemme lässt sich mittels zweier innerer Arme vereinfachen, da diese gebogen werden können, vorzugsweise auf spiegelsymmetrische Weise, um in deren weiteren Verlauf den äußeren Abschnitt auszubilden.Preferably, the central portion has two inner arms which extend in a straight line parallel and in a projection perpendicular to the clamping force, the two inner arms each having a force application point (in the sense defined above) and at least one bearing point which is not relative to the associated force application point has lateral offset. The projected direction of extension of the two inner arms is in the assembled state of the tension clamp preferably perpendicular to the extension direction of the rail. The construction of the clamp can be simplified by means of two inner arms, since they can be bent, preferably in a mirror-symmetrical manner, in order to form the outer section in their further course.
Vorzugsweise weisen die beiden inneren Arme jeweils einen ersten Auflagepunkt und einen zweiten Auflagepunkt auf, die relativ zueinander keinen seitlichen Versatz aufweisen. Im montierten Zustand der Spannklemme befinden sich die beiden ersten Auflagepunkte an Position von Kraftangriffspunkten der Spannschraube, in einer Projektion senkrecht zur Spannkraft. Die beiden ersten Auflagepunkte befinden sich im Bereich der Spannschraube. Die ersten Auflagepunkte entstehen vorzugsweise dadurch, dass die beiden inneren Arme an diesen Stellen durch Anziehen der Spannschraube auf die Unterlage gedrückt werden. Auf diese Weise können bei stabiler und zuverlässiger Montierbarkeit innere Torsionsmomente des mittleren Abschnitts der Spannklemme wirksam verringert werden.Preferably, the two inner arms each have a first support point and a second support point, which have no lateral offset relative to each other. In the mounted state of the tension clamp, the two first points of support are in the position of force application points of the clamping screw, in a projection perpendicular to the clamping force. The first two points of contact are in the area of the clamping screw. The first support points are preferably formed by the fact that the two inner arms are pressed at these points by tightening the clamping screw on the pad. In this way, with stable and reliable mountability, internal torsional moments of the middle portion of the tension clamp can be effectively reduced.
Vorzugsweise sind die beiden inneren Arme im Bereich des jeweiligen (zweiten) Auflagepunkts in einer Ebene senkrecht zur Erstreckungsrichtung der Schiene gebogen, vorzugsweise S-förmig gebogen. Durch Biegen der beiden inneren Arme lässt sich die kraftschlüssig-elastische Funktionalität der Spannklemme auf konstruktiv und fertigungstechnisch einfache Weise realisieren.Preferably, the two inner arms are bent in the region of the respective (second) support point in a plane perpendicular to the extension direction of the rail, preferably bent in an S-shape. By bending the two inner arms, the non-positive elastic functionality of the clamp can be realized in a constructive and production technology simple way.
Vorzugsweise weist der äußere Abschnitt zwei Torsionsabschnitte auf, die sich entsprechend von einem zugehörigen inneren Arm seitlich erstrecken und die inneren Arme mit dem Schienenhalteabschnitt verbinden. Der eine innere Arm und der zugehörige Torsionsabschnitt sind in diesem Fall vorzugsweise spiegelsymmetrisch zum anderen inneren Arm und zugehörigen Torsionsabschnitt ausgebildet, relativ zu einer Spiegelebene, die senkrecht auf der Erstreckungsrichtung der Schiene steht. Die Torsionsabschnitte werden vorzugsweise durch Biegen der inneren Arme (genauer gesagt, deren Verlängerung) hergestellt, wodurch sich die kraftschlüssig-elastische Funktionalität der Spannklemme auf konstruktiv und fertigungstechnisch einfache Weise realisieren lässt.Preferably, the outer portion has two torsion portions which respectively extend laterally from an associated inner arm and connect the inner arms to the rail holding portion. The one inner arm and the associated torsion portion are in this case preferably mirror-symmetrical to the other inner arm and associated torsion portion, relative to a mirror plane which is perpendicular to the extension direction of the rail. The Torsionsabschnitte are preferably made by bending the inner arms (more precisely, their extension), whereby the non-positive elastic functionality of the clamp can be realized in a constructive and manufacturing technology simple manner.
Vorzugsweise weisen die beiden inneren Arme schienenseitig jeweils ein inneres Ende auf. Damit ist gemeint, dass die beiden inneren Arme an ihren der Schiene zugewandten Seiten nicht miteinander verbunden sind, d.h. keine Schleife bilden, sondern enden. Die beiden inneren Arme sind gemäß dieser Ausführungsform allenfalls über den äußeren Abschnitt miteinander verbunden. Vorzugsweise weist der Schienenhalteabschnitt einen Verbindungsarm auf, der die beiden inneren Arme miteinander in Verbindung bringt.Preferably, the two inner arms each have an inner end on the rail side. By this is meant that the two inner arms are not interconnected at their sides facing the rail, i. do not form a loop, but end. The two inner arms are at most connected to each other via the outer portion according to this embodiment. Preferably, the rail holding portion has a connecting arm which connects the two inner arms with each other.
Ein detailliertes und bevorzugtes Ausführungsbeispiel einer Spannklemme, das auf einem gebogenen Stahlstrang beruht, weist den folgenden Aufbau auf (betrachtet in einer Draufsicht, d.h. einer Projektion senkrecht zur Spannkraft): Ausgehend vom inneren Ende eines der beiden inneren Arme erstreckt sich der innere Arm entlang einer Richtung, die von einer eingespannten Schiene wegführt. An den inneren Arm schließt sich ein Torsionsabschnitt an, der seitlich nach außen gebogen einen Scheitelpunkt durchläuft und weiter umgebogen in einen äußeren Arm übergeht, der vorzugsweise nicht exakt parallel, jedoch ungefähr in der Richtung des inneren Arms über das innere Ende hinaus zurückführt und an einem äußeren Umlenkpunkt in den Verbindungsarm übergeht. Der Verbindungsarm verläuft im montierten Zustand der Spannklemme parallel zur Schiene und drückt auf einen Schienenfuß, um die Schiene zu verspannen. Analog zur Flanke des einen inneren Arms erstreckt sich ausgehend vom anderen inneren Ende der andere innere Arm entlang einer Richtung, die von der eingespannten Schiene wegführt. An den anderen inneren Arm schließt sich ein weiterer Torsionsabschnitt an, der seitlich nach außen gebogen einen Scheitelpunkt durchläuft und weiter umgebogen in einen weiteren äußeren Arm übergeht, der vorzugsweise nicht exakt parallel, jedoch ungefähr in der Richtung des inneren Arms über das innere Ende hinaus zurückführt und an einem weiteren äußeren Umlenkpunkt in den Verbindungsarm übergeht. Das Gebilde, insbesondere die beiden Umlenkpunkte und die beiden Scheitelpunkte haben in der Projektion senkrecht zur Spannkraft vorzugsweise die Form eines Trapezes. Vorzugsweise sind die beiden Flanken spiegelsymmetrisch.A detailed and preferred embodiment of a tension clamp based on a bent steel strand has the following structure (viewed in a plan view, ie, a projection perpendicular to the tension force). Starting from the inner end of one of the two inner arms, the inner arm extends along one Direction leading away from a clamped rail. The inner arm is followed by a torsion section, which laterally outwardly curves past a vertex and continues to fold over into an outer arm which preferably does not recirculate exactly parallel but approximately in the direction of the inner arm beyond the inner end and on to one outer deflection point merges into the connecting arm. Of the Connecting arm runs parallel to the rail in the mounted state of the tension clamp and presses on a rail foot in order to clamp the rail. Similar to the flank of one inner arm, the other inner arm extends from the other inner end along a direction away from the clamped rail. The other inner arm is adjoined by a further torsion section, which laterally outwardly passes through a vertex and continues, bent over, into another outer arm, which preferably does not return exactly parallel but approximately in the direction of the inner arm beyond the inner end and merges into the connecting arm at a further outer deflection point. The structure, in particular the two deflection points and the two vertexes in the projection perpendicular to the clamping force, preferably in the form of a trapezoid. Preferably, the two flanks are mirror-symmetrical.
Vorzugsweise ist die Spannklemme zumindest teilweise von einem isolierenden Material, vorzugsweise Kunststoff, umgeben, vorzugsweise umspritzt. Dadurch, dass der Auflagepunkt (analog mehrere Auflagepunkte) ohne Exzentrizität bzw. Versatz ausgeführt ist, wird neben den oben dargelegten technischen Wirkungen die Bewegung des mittleren Abschnitts der Spannklemme beim Spannen minimiert. Dies trägt dazu bei, dass eine solche Isolierung zuverlässig und haltbar realisierbar ist. Durch die verbesserte Isolation mit deutlich erhöhtem elektrischen Widerstand, die auf synergetische Weise durch die Anordnung des Auflagepunkts (analog mehrere Auflagepunkte) ermöglicht wird, ist die Spannklemme und ein damit ausgestattetes Schienenbefestigungssystem besonders gut für eingedeckte Gleise geeignet, die vorrangig im Nahverkehr zum Einsatz kommen. Hintergrund ist die erhöhte Streustromproblematik in diesem Bereich. Zudem ist das Schienenbefestigungssystem (mit und ohne zusätzliche Isolation) besonders flach ausführbar, wodurch eine etwaige darüber liegende Asphaltdecke besonders dick und tragfähig vorgesehen werden kann. Durch die große Auflagefläche der Spannklemme auf dem Schienenfuß, die beispielsweise durch den Verbindungsarm gewährleistet ist, kann ein Isolatorabschnitt als Teil der oben genannten Isolierung zwischen dem Schienenfuß und der Spannklemme ohne größeren Verschleiß realisiert werden. Es kann hierbei zwischen einer ersten Isolierung der Spannklemme zur Spannschraube und einer zweiten Isolierung der Spannklemme zum Schienenfuß unterschieden werden, die unterschiedlich aufgebaut sein können, insbesondere unterschiedlichen mechanischen und/oder elektrischen Anforderungen genügen können.Preferably, the tension clamp is at least partially surrounded by an insulating material, preferably plastic, preferably encapsulated. Characterized in that the support point (analogous to several support points) is performed without eccentricity or offset, in addition to the technical effects set out above, the movement of the central portion of the clamp during clamping is minimized. This helps ensure that such insulation is reliable and durable. Due to the improved insulation with significantly increased electrical resistance, which is made possible in a synergetic way by the arrangement of the support point (analogous multiple support points), the tension clamp and a rail fastening system equipped with it is particularly well suited for covered tracks, which are used primarily in local traffic. Background is the increased stray current problem in this area. In addition, the rail fastening system (with and without additional insulation) is particularly flat executable, so that any overlying asphalt surface can be provided particularly thick and stable. Due to the large contact surface of the tension clamp on the rail foot, for example, by the Connecting arm is ensured, an insulator portion can be realized as part of the above-mentioned insulation between the rail and the tension clamp without much wear. It can be distinguished between a first insulation of the tension clamp to the clamping screw and a second insulation of the tension clamp to the rail, which can be constructed differently, in particular different mechanical and / or electrical requirements can satisfy.
Das Schienenbefestigungssystem gemäß der Erfindung ist zum lösbaren Befestigen einer Schiene auf einem Schienenuntergrund vorgesehen. Das Schienenbefestigungssystem weist eine Spannschraube und eine Spannklemme gemäß der obigen Beschreibung auf. Der mittlere Abschnitt der Spannklemme ist mittels der Spannschraube so auf einer Unterlage verschraubt und verspannt, dass der Schienenhalteabschnitt eine Haltekraft auf die Schiene ausübt, wobei die Spannschraube an zumindest einem Kraftangriffspunkt eine Spannkraft auf den mittleren Abschnitt ausübt, der Auflagepunkt mit der Unterlage in Kontakt steht, die Position des Auflagepunkts sich von der des Kraftangriffspunkts in einer Projektion senkrecht zur Spannkraft unterscheidet und der Auflagepunkt relativ zum Kraftangriffspunkt keinen seitlichen Versatz aufweist.The rail fastening system according to the invention is provided for releasably securing a rail to a rail surface. The rail fastening system comprises a tensioning screw and a tensioning clamp as described above. The middle section of the tensioning clamp is screwed and clamped on a base by means of the tensioning screw such that the rail holding section exerts a holding force on the rail, wherein the tensioning screw exerts a clamping force on the middle section at at least one point of force application, the contact point is in contact with the base in that the position of the bearing point differs from that of the point of application of force in a projection perpendicular to the clamping force and the bearing point has no lateral offset relative to the force application point.
Die Merkmale, technischen Wirkungen, Vorteile, sowie Ausführungsbeispiele, die in Bezug auf die Spannklemme beschrieben wurden, gelten analog für das Schienenbefestigungssystem.The features, technical effects, advantages, and embodiments described in relation to the tension clamp apply analogously to the rail fastening system.
Vorzugsweise weist die Unterlage und/oder die Spannklemme Mittel zum seitlichen Verschieben der Spannklemme auf. Beispielsweise weist die Unterlage einen Rillenabschnitt oder eine Rillenplatte auf, die auf eine verzahnende Weise mit der Spannklemme zusammenwirkt, um eine horizontale Regulierbarkeit der Spannklemme entlang der Schiene zu realisieren.Preferably, the pad and / or the tension clamp on means for lateral displacement of the tension clamp. For example, the pad on a groove portion or a groove plate which cooperates in a toothed manner with the tension clamp to realize a horizontal adjustability of the tension clamp along the rail.
Weitere Vorteile und Merkmale der vorliegenden Erfindung sind aus der folgenden Beschreibung bevorzugter Ausführungsbeispiele ersichtlich. Die dort beschriebenen Merkmale können alleinstehend oder in Kombination mit einem oder mehreren der oben dargelegten Merkmale umgesetzt werden, insofern sich die Merkmale nicht widersprechen. Die folgende Beschreibung der bevorzugten Ausführungsbeispiele erfolgt dabei unter Bezugnahme auf die begleitenden Zeichnungen.Further advantages and features of the present invention will be apparent from the following description of preferred embodiments. The features described therein may be implemented alone or in combination with one or more of the features set forth above insofar as the features do not conflict. The following description of the preferred embodiments is made with reference to the accompanying drawings.
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Die
Figur 1 ist eine schematische Draufsicht einer Spannklemme gemäß dem Stand der Technik.TheFIG. 1 is a schematic plan view of a tension clamp according to the prior art. -
Die
Figur 2 ist eine perspektivische schematische Ansicht einer Spannklemme mit verbesserter Auflagecharakteristik.TheFIG. 2 is a perspective schematic view of a tension clamp with improved support characteristic. -
Die
Figuren 3a bis 3c sind verschiedene schematische Ansichten der Spannklemme gemäß derFigur 2 , wobei dieFigur 3a eine Draufsicht, dieFigur 3b eine perspektivische seitliche Ansicht (schienenseitig betrachtet) und dieFigur 3c eine Seitenansicht ist.TheFIGS. 3a to 3c are various schematic views of the tension clamp according to theFIG. 2 , where theFIG. 3a a plan view, theFIG. 3b a side perspective view (viewed from the rail side) and theFigure 3c is a side view. -
Die
Figur 4 ist eine Draufsicht, die auf schematische Weise ein Schienenbefestigungssystem mit eingespannter Schiene zeigt.TheFIG. 4 Figure 11 is a plan view schematically showing a rail-mounted rail fastening system. -
Die
Figur 5 ist eine schematische Schnittansicht des Schienenbefestigungssystems gemäß derFigur 4 .TheFIG. 5 is a schematic sectional view of the rail fastening system according to theFIG. 4 , -
Die
Figur 6 ist eine schematische Draufsicht, die einen Ausschnitt des Schienenbefestigungssystems gemäß derFigur 4 zeigt.TheFIG. 6 is a schematic plan view showing a section of the rail fastening system according to theFIG. 4 shows.
Im Folgenden werden bevorzugte Ausführungsbeispiele anhand der Figuren beschrieben. Dabei sind gleiche, ähnliche oder gleichwirkende Elemente in den Figuren mit identischen Bezugszeichen versehen, und auf eine wiederholende Beschreibung dieser Elemente wird teilweise verzichtet, um Redundanzen zu vermeiden.In the following, preferred embodiments will be described with reference to the figures. In this case, identical, similar or equivalent elements in the figures are provided with identical reference numerals, and a repetitive description of these elements is partially omitted in order to avoid redundancies.
Die
Die verschiedenen Abschnitte der Spannklemme 1 gehen gemäß der vorliegenden Ausführungsform auf kontinuierliche und gebogene Weise ineinander über, so dass ein einstückiges, W-förmiges Federelement ausgebildet wird.The various sections of the
Der Aufbau der Spannklemme 1 in der Draufsicht der
Das Gebilde, insbesondere die Umlenkpunkte 51, 61 und Scheitelpunkte 31, 41 haben in der Draufsicht der
Die Spannklemme 1 ist spiegelsymmetrisch ausgebildet, relativ zu einer Spiegelebene, die senkrecht auf der Erstreckung des Verbindungsarms 70 steht und mittig zwischen den beiden inneren Armen 10, 20 verläuft.The
Die beiden inneren Arme 10, 20 weisen jeweils eine abgeplattete Fläche 12 und 22 auf, die zur direkten oder indirekten (etwa mittels einer Unterlegscheibe) Auflage des Kopfes einer Spannschraube zur Verspannung der Spannklemme 1 in der Endmontageposition vorgesehen sind (vgl.
Im vormontierten, jedoch noch nicht gespannten Zustand der Spannklemme 1 sind die Abschnitte der inneren Arme 10, 20, die sich zwischen den beiden Auflagepunkten 14, 24 befinden, vorzugsweise "frei", d.h. sie stehen nicht mit der Unterlage in Kontakt, so dass sich die Spannklemme 1 bei der Endmontage durch Festziehen der Spannschraube verformt und auf diese Weise spannen lässt. Da die beiden Auflagepunkte 13, 14 (analog 23, 24) keinen seitlichen Versatz aufweisen, wirkt beim Spannen der Spannklemme 1 kein oder ein deutlich verringertes Torsionsmoment auf die inneren Arme 10 und 20. Dies führt zu einem verbesserten Verschleißverhalten sowohl der Spannklemme 1 als auch der Spannschraube.In the preassembled, but not yet tensioned state of the
Die besondere Anordnung der Auflagepunkte 13, 14, 23, 24 wird vorzugsweise dadurch erreicht, dass die inneren Arme 10, 20 jeweils in einer Ebene gebogen sind, die parallel zur oben definierten Spiegelebene verläuft und den entsprechenden inneren Arm 10, 20 (genauer gesagt, dessen Mittellinie) enthält. Die inneren Arme 10, 20 sind diesbezüglich vorzugsweise S-förmig gebogen, wie in der
Die
Die
In einer nicht dargestellten Vormontageposition ist die Spannschrauben 5 mit einem vorläufigen Anzugsdrehmoment, beispielsweise ca. 50 Nm, angezogen, und die Spannklemme 1 befindet sich in einer von der Schiene 2 zurückversetzten Position.In a pre-assembly position, not shown, the clamping screws 5 is tightened with a provisional tightening torque, for example, about 50 Nm, and the
Wird die Spannklemme 1 aus der Vormontageposition zur Schiene 2 hin in die Endmontageposition gebracht, liegt die Spannklemme 1 in einer Position vor, die aus den
Aus der Schnittansicht der
Gemäß dem Ausführungsbeispiel der
Durch die verbesserte Isolation mit deutlich erhöhtem elektrischen Widerstand, die auf synergetische Weise durch die Anordnung der Auflagepunkte 13, 14, 23, 24 ermöglicht wird, ist das Schienenbefestigungssystem besonders gut für eingedeckte Gleise geeignet, die vorrangig im Nahverkehr zum Einsatz kommen. Hintergrund ist die erhöhte Streustromproblematik in diesem Bereich.Due to the improved insulation with significantly increased electrical resistance, which is made possible in a synergetic manner by the arrangement of the support points 13, 14, 23, 24, the rail fastening system is particularly well suited for covered tracks, which are used primarily in local traffic. Background is the increased stray current problem in this area.
Zudem ist das Schienenbefestigungssystem besonders flach ausführbar, wodurch eine etwaige darüber liegende Asphaltdecke besonders dick und tragfähig vorgesehen werden kann. Durch die große Auflagefläche der Spannklemme 1 auf dem Schienenfuß 2a, die durch den Verbindungsarm 70 gewährleistet ist, kann ein Isolatorabschnitt als Teil der oben genannten Isolierung 7 zwischen dem Schienenfuß 2a und der Spannklemme 1 ohne größeren Verschleiß realisiert werden.In addition, the rail fastening system is particularly flat executable, whereby any overlying asphalt surface can be provided particularly thick and stable. Due to the large contact surface of the
Um eine horizontale Regulierbarkeit der Spannklemme 1 entlang der Schiene 2 zu realisieren, kann die Winkelführungsplatte 4 mit einem Rillenabschnitt oder einer Rillenplatte 8 ausgestattet sein. Wie eine Verzahnung dieser Art aussehen kann, geht besonders deutlich aus der
Soweit anwendbar, können alle einzelnen Merkmale, die in den Ausführungsbeispielen dargestellt sind, miteinander kombiniert und/oder ausgetauscht werden, ohne den Bereich der Erfindung zu verlassen.Where applicable, all individual features illustrated in the embodiments may be combined and / or interchanged without departing from the scope of the invention.
- 11
- Spannklemmetension clamp
- 22
- Schienerail
- 2a2a
- Schienenfußrail
- 33
- Schwellethreshold
- 3a3a
- Ausnehmungrecess
- 44
- WinkelführungsplatteAngled guide plate
- 55
- Spannschraubeclamping screw
- 5a5a
- Unterlegscheibewasher
- 66
- Dübeldowel
- 77
- Isolierunginsulation
- 7a7a
- Erste IsolierungFirst insulation
- 7b7b
- Zweite IsolierungSecond insulation
- 88th
- Rillenplattegrooved panel
- 1010
- Innerer ArmInner arm
- 1111
- Inneres EndeInner end
- 1212
- Abgeplattete FlächeFlattened area
- 1313
- Erster AuflagepunktFirst point of support
- 1414
- Zweiter AuflagepunktSecond point of support
- 2020
- Innerer ArmInner arm
- 2121
- Inneres EndeInner end
- 2222
- Abgeplattete FlächeFlattened area
- 2323
- Erster AuflagepunktFirst point of support
- 2424
- Zweiter AuflagepunktSecond point of support
- 3030
- Torsionsabschnitttorsion
- 3131
- Scheitelpunktvertex
- 4040
- Torsionsabschnitttorsion
- 4141
- Scheitelpunktvertex
- 5050
- Äußerer ArmOuter arm
- 5151
- Umlenkpunktturning point
- 6060
- Äußerer ArmOuter arm
- 6161
- Umlenkpunktturning point
- 7070
- Verbindungsarmconnecting arm
- 100100
- Spannklemmetension clamp
- 110110
- Innerer ArmInner arm
- 111111
- Auflagepunktsupport point
- 120120
- Innerer ArmInner arm
- 121121
- Auflagepunktsupport point
- 130130
- Torsionsabschnitttorsion
- 131131
- Auflagepunktsupport point
- 140140
- Torsionsabschnitttorsion
- 141141
- Auflagepunktsupport point
- 150150
- Verbindungsarmconnecting arm
Claims (13)
die Spannklemme (1) so eingerichtet ist, dass im montierten Zustand die Spannschraube (5) an zumindest einem Kraftangriffspunkt eine Spannkraft auf den mittleren Abschnitt ausübt, und
der mittlere Abschnitt ferner zumindest einen Auflagepunkt (14, 24) aufweist, der im montierten Zustand der Spannklemme (1) mit der Unterlage in Kontakt steht, dessen Position sich von der des Kraftangriffspunkts in einer Projektion senkrecht zur Spannkraft unterscheidet und der relativ zum Kraftangriffspunkt keinen seitlichen Versatz aufweist.A tension clamp (1) for releasably securing a rail (2) to a rail surface, comprising a central portion for tightening the tension clamp (1) on a base, which is or is preferably an angled guide plate (4), by means of a tightening screw (5) and a outer portion having a rail holding portion (70) which in the assembled state of the tension clamp (1) exerts a holding force on the rail (2), wherein
the tensioning clamp (1) is set up in such a way that, in the installed state, the tensioning screw (5) exerts a tensioning force on the middle portion at at least one point of force application, and
the middle portion further comprises at least one support point (14, 24) in the assembled state of the tension clamp (1) is in contact with the base, the position of which differs from the force application point in a projection perpendicular to the clamping force and the relative to the point of force application no has lateral offset.
die Spannschraube (5) an zumindest einem Kraftangriffspunkt eine Spannkraft auf den mittleren Abschnitt ausübt, und
der Auflagepunkt (14, 24) mit der Unterlage in Kontakt steht, die Position des Auflagepunkts (14, 24) sich von der des Kraftangriffspunkts in einer Projektion senkrecht zur Spannkraft unterscheidet und der Auflagepunkt (14, 24) relativ zum Kraftangriffspunkt keinen seitlichen Versatz aufweist.Rail fastening system for releasably fastening a rail (2) on a rail surface, which has a clamping screw (5) and a tensioning clamp (1) according to one of the preceding claims, whose middle section is screwed and braced on a base by means of the clamping screw (5), that the rail holding portion (70) exerts a holding force on the rail (2), wherein
the clamping screw (5) exerts a clamping force on the middle section at at least one force application point, and
the support point (14, 24) is in contact with the support, the position of the support point (14, 24) from that of the force application point in a projection perpendicular to the clamping force and the support point (14, 24) relative to the force application point has no lateral offset.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL18151073T PL3346054T3 (en) | 2017-01-10 | 2018-01-10 | Tension clamp and rail fastening system for fastening railway rails |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102017200268 | 2017-01-10 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3346054A1 true EP3346054A1 (en) | 2018-07-11 |
EP3346054B1 EP3346054B1 (en) | 2021-12-01 |
Family
ID=60954906
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP18151073.6A Active EP3346054B1 (en) | 2017-01-10 | 2018-01-10 | Tension clamp and rail fastening system for fastening railway rails |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP3346054B1 (en) |
DK (1) | DK3346054T3 (en) |
ES (1) | ES2907239T3 (en) |
HU (1) | HUE057610T2 (en) |
LT (1) | LT3346054T (en) |
PL (1) | PL3346054T3 (en) |
PT (1) | PT3346054T (en) |
Cited By (2)
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---|---|---|---|---|
CN112442925A (en) * | 2020-12-31 | 2021-03-05 | 米建军 | Track elastic strip and track fastener assembly |
RU2810801C1 (en) * | 2023-05-31 | 2023-12-28 | Публичное акционерное общество "Северсталь" (ПАО "Северсталь") | Rail fastening terminal |
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- 2018-01-10 PL PL18151073T patent/PL3346054T3/en unknown
- 2018-01-10 LT LTEP18151073.6T patent/LT3346054T/en unknown
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RU2810801C1 (en) * | 2023-05-31 | 2023-12-28 | Публичное акционерное общество "Северсталь" (ПАО "Северсталь") | Rail fastening terminal |
Also Published As
Publication number | Publication date |
---|---|
ES2907239T3 (en) | 2022-04-22 |
DK3346054T3 (en) | 2022-01-31 |
HUE057610T2 (en) | 2022-05-28 |
PL3346054T3 (en) | 2022-03-28 |
EP3346054B1 (en) | 2021-12-01 |
PT3346054T (en) | 2022-01-19 |
LT3346054T (en) | 2022-01-25 |
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