EP2643519B1 - Guide plate for laterally guiding a rail and system for attaching a rail - Google Patents
Guide plate for laterally guiding a rail and system for attaching a rail Download PDFInfo
- Publication number
- EP2643519B1 EP2643519B1 EP11767001.8A EP11767001A EP2643519B1 EP 2643519 B1 EP2643519 B1 EP 2643519B1 EP 11767001 A EP11767001 A EP 11767001A EP 2643519 B1 EP2643519 B1 EP 2643519B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- guide plate
- face
- shoulder
- rail
- counter bearing
- 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.)
- Active
Links
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- 230000007704 transition Effects 0.000 claims description 2
- 239000007788 liquid Substances 0.000 description 16
- 239000000758 substrate Substances 0.000 description 16
- 238000010292 electrical insulation Methods 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 230000004888 barrier function Effects 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 230000035508 accumulation Effects 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000035515 penetration Effects 0.000 description 3
- 241001669679 Eleotris Species 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
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- 239000010959 steel Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
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- 238000005520 cutting process Methods 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
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- 230000000149 penetrating effect Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
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- 230000007480 spreading Effects 0.000 description 1
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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
-
- 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
-
- 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
Definitions
- the invention relates to a guide plate for laterally guiding a rail on an abutment, which is formed on a base having a footprint on which the guide plate is in the fully assembled state, wherein the guide plate has a counter-bearing associated support portion with a support surface, with the guide plate in the assembled state is supported on the counter bearing.
- the invention relates to a system for fastening a rail, in which a guide plate of the type specified above is used.
- guide plates and fastening systems of the type in question are used in the attachment of rails on a solid surface, for example, by a concrete sleeper or a concrete slab can be formed.
- the rail to be fastened usually stands on an elastic intermediate layer directly on the solid ground. Laterally, the rail is guided by guide plates, the pairs in between form a track-accurate rail channel.
- a ⁇ -shaped tension clamp On the guide plate, a ⁇ -shaped tension clamp is usually mounted, which presses in the assembled state with the free end portions of their spring arms on the free top of the rail of the rail to be fastened. At one of their free end portion respectively opposite, curved and supported on the guide plate support portion, the spring arms of the tension clamp go into an over-center loop, which is braced by means of a clamping screw against the solid ground.
- the known angle guide plate laterally integrally formed on them sections whose surface is inclined so that water reaching them is directed away from the angled guide plate.
- water accumulations can continue to form which, on the one hand, causes corrosion of the parts of the respective clamping element which are in the accumulation of water and, on the other hand, impairs the electrical insulation of the clamping element and, concomitantly, the insulation of the rail in electrically conductive contact with the clamping element can be.
- the upper side can be designed so that a conventionally designed spring element mounted on the angled guide plate is laterally guided in the region of at least one of its sections extending transversely to the rail in the assembled state. In this way, can be safely prevent the spreading of the spring element due to higher clamping forces, which are required to apply the high, required for a permanently secure attachment of highly loaded rails holding forces.
- a guide plate for laterally guiding a rail on an abutment which is formed by a molded into a threshold shoulder.
- the threshold forms a base, which has a footprint on which the guide plate is in the assembled state.
- the guide plate has a support bearing associated with the support portion with a support surface with which the guide plate is supported in the assembled state on the abutment.
- a shoulder is formed on the support portion, through which the abutment associated end face the support surface of the Support section is extended.
- the maximum height of the shoulder over the footprint of the ground associated bearing surface of the guide plate is greater than the maximum height of the guide plate in the assembled state supporting abutment on the footprint of the ground. Accordingly, the shoulder is in the assembled state at a considerable distance above the ground. In this way, the shoulder provides a barrier to liquids that may accumulate on the ground or the guide plate, for example in heavy rain.
- moisture in the assembled guide plate passes into the gap, which is inevitably present between the substrate and the guide plate in the region of the anvil and the shoulder of the guide plate.
- a solving this problem guide plate according to the invention has the features specified in claim 1.
- a shoulder is formed on the support portion, by which the abutment associated end face, the support surface of the support portion is extended. In this way, the maximum height of the shoulder over the footprint of the ground associated bearing surface of the guide plate is greater than the maximum height of the guide plate in the assembled state supporting abutment on the footprint of the ground.
- the shoulder formed on the support portion is dimensioned so that it protrudes upwards over the abutment when the guide plate is assembled.
- the thus formed shoulder accordingly forms, as in the above-mentioned prior art, a barrier to moisture which collects in practical use on the guide plate and at conventional guide plates due to surface tension and adhesive or cohesive forces as a thin film on the surface of the conventional guide plates also in places where there is no immediate increase in fluid accumulation.
- the shoulder provided according to the invention reduces the risk of penetration of liquid into the unavoidable gap between guide plate and counter-bearing in the mounted state. Accordingly, in a guide plate according to the invention, the possibility inherent in the capillary effect basically of the penetration of larger amounts of liquid in the relevant gap is significantly reduced, otherwise the formation of electrical bridges could be favored. Thus, the inventively increased shoulder also forms a barrier to moisture that would otherwise pass over the anvil on the guide plate and there could affect the electrical insulation of the clamping element or the rail used or cause corrosion.
- the inventive design of a guide plate is as simple as possible means an effective improvement of the electrical insulation on and on the Guide plate supported, consisting of a conductive material components causes.
- the advantageous effect of the shoulder formed on a guide plate according to the invention already occurs when the shoulder formed on the support section rises so high above the support section that, in the assembled state, it is above the guide plate associated abutment upwards without its abutment associated with the end face rests against the abutment.
- a guide plate existing in the assembled state between abutment and guide plate gap against ingress of liquid and dirt by the shape of the abutment associated end face of the shoulder is adapted to the shape of the thrust bearing that the end face of the Shoulder with fully assembled shoulder tight and positive fit against the anvil.
- the shoulder of the guide plate is shaped in such a way that it acts with slight pressure on the counter bearing when the guide plate is tensioned on the substrate so that the sealing action of the end face of the shoulder then resting on the counter bearing is additionally supported.
- the shoulder is formed protruding in the direction of its end face associated with the counter bearing.
- the abutment associated end face of the shoulder and at least adjacent to it area of the support surface of the support portion is also arched like a throat.
- a guide plate according to the invention is in practice as the well-known guide plates of the type mentioned on its side facing away from its support surface top a support surface for a aufminedes to hold down the rail to be fastened spring element, which is bounded in the direction of the shoulder by a groove in the sitting at ready mounted guide plate a Torsionsabexcellent of the spring element. Additional protection against accumulating on the guide plate water can be achieved in accordance with a further embodiment of the invention, characterized in that the groove is open at least one of its ends and the bottom of the groove is designed sloping towards this end. Liquid entering the groove can thus flow off laterally across the open end of the groove. Likewise, it is of course possible to provide a separate outflow opening in the region of the groove, to which the beveled bottom section leads and can flow off via the liquid.
- a particularly simple and at the same time effective variant of the invention is characterized in this context characterized in that the groove is open at both ends thereof and in each case a portion of the bottom of the groove is sloping towards one of these ends.
- a ⁇ -shaped tension clamp is used in combination with a guide plate according to the invention as spring element, the mutual insulation of the torsion sections of the tension clamp sitting in the groove when the tension clamp is mounted on the guide plate can be improved by forming a transverse direction between the respective sections of the groove Is formed longitudinally of the groove-aligned web, which separates the sections from each other.
- the web can also act as a guide, which additionally secures the proper position of the tension clamp on the guide plate.
- At least one recess may be formed in it from its underside.
- a system according to the invention for fastening a rail to a substrate on which an abutment in the form of a shoulder rising above a support surface is formed comprises a guide plate designed according to the invention, wherein the shoulder formed on the guide plate is finished mounted state on the one hand with its end face is assigned to the counter bearing and is arranged with its free upper edge above the thrust bearing.
- a particularly advantageous embodiment of a system according to the invention for practical use which additionally has the advantage of a particularly accurate, positionally secure positioning of the guide plate, is that a depression is formed in the area of the transition to the abutment between the contact surface and the abutment in the assembled state, a projection formed on the underside of the guide plate is seated.
- the guide plate is formed in this so in the manner of a known angle guide plate of the type specified, which sits in a practical use in a well-formed in a known manner underground.
- a system S1 for securing a rail S to a subsurface U formed by a concrete sill is shown.
- the system S1 forms together with a second, not visible here, identically constructed and fixed on the opposite side of the rail S system an attachment point in which the rail S is held elastically on the substrate U.
- the system S1 comprises a guide plate 1, an ⁇ -shaped tension clamp 2 and a tensioning screw 3 for tightening the tension clamp 2 against the ground U.
- the one-piece made of a plastic or other sufficiently solid material made guide plate 1 has the basic shape of a conventional angled guide plate and has an end face 4 with a support surface 5 through which the guide plate 1 in ready assembled state ( Fig. 4 ) is supported on an abutment G formed on the solid substrate U.
- the abutment G has the shape of a shoulder shoulder extending over the width of the base U designed as a threshold, on which an abutment surface 6 assigned to the guide plate 1 and running obliquely downwards is formed.
- the abutment surface 6 merges into a rounded edge 7 in the flat, horizontally oriented top 8 of the thrust bearing G.
- the guide plate 1 has a second end face 9 with a contact surface 10 on which, when the guide plate 1 is completely assembled, the rail foot F of the rail S to be fastened rests.
- a support surface 12 is formed, with which the guide plate 1 is seated in the mounting position on the guide plate 1 associated contact surface of the flat surface U.
- the bearing surface 12 is bounded by a projection 13 which extends over the length L1 of the guide plate 1 and which is seated in a manner known per se with the guide plate 1 assembled in a correspondingly shaped groove 14 between the abutments G and G the contact surface of the substrate U is formed in the substrate U.
- recesses 15 are formed to minimize the weight and the material required for the production of material in the guide plate, which up to the contact surface 10 of the second Front page 9 are enough.
- the guide plate 1 is stiffened in the region of the recesses 15, inter alia by transversely to the end faces 4.9 aligned ribs 16 in the manner of a vault structure, so that with minimized material requirements optimal dimensional stability is secured.
- a through hole 18 leading to the underside 11 is formed in the guide plate 1, through which the clamping screw 3 is inserted in the assembly of the system S1 in a conventional manner to them to clamp the clamp 2 in one not here visible, screwed into the underground U plastic anchors to screw.
- the passage opening 18 is surrounded on the surface 17 by a circumferential collar 19. This prevents accumulating liquid in the passage opening 18 on the surface 17 and there forms an electrically conductive bridge to the substrate U.
- the circumferential collar 19 serves as a guide and support for the middle loop 20 of the tensioning clamp 2 to be mounted on the guide plate 1.
- drainage slopes can be formed on the collar 19. These can, starting from the inner edge of the collar 19 in the direction of each one of the lateral, extending between the end faces 4.9 extending side walls 21,22 of the guide plate 1 sloping, so that water or other liquid there from the tension clamp. 2 reaches the guide plate 1, is derived laterally on the surface 17 of the guide plate 1.
- the surface 17 itself may also be slightly sloping in the direction of the first end face 4 beveled so that liquid reaching them can flow away in the direction of the relevant end face 4.
- the surface 17 of the guide plate 1 is bounded by a groove 23 extending in the longitudinal direction L in which the torsion sections 24 of the ⁇ -shaped tensioning clamp 2 are seated in a manner also known per se in the fully assembled state, of which FIG Fig. 4 only one torsion section 24 is visible due to the cutting guide and side view selected there.
- the bottom of the grooves 23 at its side walls 21,22 associated open groove 23 may be divided, starting from the center of the groove 23 in two inclined surfaces 25,26, one of which in the direction of one wall 21 and the other in the direction of the other wall 22 drops.
- a web 27 is formed, which extends transversely to the longitudinal direction L via the groove 23 and the two inclined surfaces 25,26 separated from each other.
- the height and the length L of the web 27 measured in the longitudinal direction L are dimensioned such that when the system S1 is completely assembled, the web 27 keeps the torsion sections 24 of the ⁇ -shaped tensioning clamp 2 insulated from each other at a defined distance.
- the groove 23 is followed in the direction of the first end wall 4 by a support section 28 which forms the end of the guide plate 1 in the direction of the first end face 4 and on which the support surface 5 is formed.
- the support section 28 carries a shoulder 29 which extends over its length L28 and which on the one hand protrudes upward beyond the surface 17 of the guide plate 1 and on the other hand projects in the direction of the end face 4.
- the height H29 of the upper free edge 30 on the support surface 12 of the guide plate 1 is in relation to the height HG, with the top 8 of the abutment G is disposed over the contact surface of the substrate U, so dimensioned that the shoulder 29 when finished mounted guide plate 1, the abutment G surmounted.
- end face 31 of the shoulder 29 is so vaulted adapted to the shape of the rounded edge 7 of the abutment G that the end face 31 as an extension of the support surface 5 of the guide plate 1 at ready assembled guide plate 1 with its face 31 and flat lies close to the counter bearing G.
- the shoulder 29 thus forms an effective barrier against the otherwise by the capillary effect favored penetration of liquid into the joint gap 32 or the porous material of the substrate U.
- the shoulder 29 for optimized insulation of the existing usually made of electrically conductive steel tension clamp 2 and, accordingly, also out electrically conductive steel existing rail S against the underground U at.
- the shoulder 29 stabilizes the position of the guide plate 1 on the abutment G by the guide plate 1 not only via its support surface 5 in a direction transverse to the longitudinal extent L of the rail S direction Q, but also in the direction V, which has a vertical component, is supported on the abutment G.
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bearings For Parts Moving Linearly (AREA)
- Escalators And Moving Walkways (AREA)
- Framework For Endless Conveyors (AREA)
- Railway Tracks (AREA)
- Train Traffic Observation, Control, And Security (AREA)
- Electric Cable Arrangement Between Relatively Moving Parts (AREA)
- Connection Of Plates (AREA)
- Machine Tool Units (AREA)
- Push-Button Switches (AREA)
Description
Die Erfindung betrifft eine Führungsplatte zum seitlichen Führen einer Schiene an einem Gegenlager, das an einem Untergrund ausgebildet ist, welcher einer Aufstandfläche aufweist, auf der die Führungsplatte im fertig montierten Zustand steht, wobei die Führungsplatte einen dem Gegenlager zugeordneten Stützabschnitt mit einer Stützfläche aufweist, mit der die Führungsplatte im fertig montierten Zustand an dem Gegenlager abgestützt ist.The invention relates to a guide plate for laterally guiding a rail on an abutment, which is formed on a base having a footprint on which the guide plate is in the fully assembled state, wherein the guide plate has a counter-bearing associated support portion with a support surface, with the guide plate in the assembled state is supported on the counter bearing.
Darüber hinaus betrifft die Erfindung ein System zum Befestigen einer Schiene, in dem eine Führungsplatte der voranstehend angegebenen Art eingesetzt wird.Moreover, the invention relates to a system for fastening a rail, in which a guide plate of the type specified above is used.
Wie in der von der Anmelderin veröffentlichten Broschüre "Schienen-Befestigungs-Systeme für Betonschwellen - System W 14" erläutert, werden Führungsplatten und Befestigungssysteme der hier in Rede stehenden Art bei der Befestigung von Schienen auf einem festen Untergrund eingesetzt, der beispielsweise durch eine Betonschwelle oder eine Betonplatte gebildet sein kann. Die zu befestigende Schiene steht dabei üblicherweise über eine elastische Zwischenlage direkt auf dem festen Untergrund. Seitlich wird die Schiene durch Führungsplatten geführt, die jeweils paarweise zwischen sich einen spurgenauen Schienenkanal bilden.As explained in the brochure published by the applicant "Rail fastening systems for concrete sleepers -
Bei den bekannten Befestigungssystemen der voranstehend genannten Art werden die über die Schiene eingeleiteten Kräfte über die Führungsplatte direkt in den die Schiene tragenden Untergrund geleitet. Dazu ist an dem jeweiligen Untergrund für jede der Führungsplatten eine Schulter ausgebildet, an der die zugeordnete Führungsplatte abgestützt ist.In the known fastening systems of the aforementioned type, the forces introduced via the rail are guided via the guide plate directly into the substrate supporting the rail. For this purpose, a shoulder is formed on the respective substrate for each of the guide plates, on which the associated guide plate is supported.
Auf der Führungsplatte ist üblicherweise eine ω-förmige Spannklemme montiert, die im fertig montierten Zustand mit den freien Endabschnitten ihrer Federarme auf die freie Oberseite des Schienenfußes der zu befestigenden Schiene drückt. An einem ihrem freien Endabschnitt jeweils gegenüberliegenden, gekrümmten und auf der Führungsplatte abgestützten Stützabschnitt gehen die Federarme der Spannklemme in eine Mittelschlaufe über, die mittels einer Spannschraube gegen den festen Untergrund verspannt ist.On the guide plate, a ω-shaped tension clamp is usually mounted, which presses in the assembled state with the free end portions of their spring arms on the free top of the rail of the rail to be fastened. At one of their free end portion respectively opposite, curved and supported on the guide plate support portion, the spring arms of the tension clamp go into an over-center loop, which is braced by means of a clamping screw against the solid ground.
Neben dem voranstehend erläuterten Stand der Technik ist in der
Zur Verbesserung ihrer dauerhaften elektrischen Isolierung weist die bekannte Winkelführungsplatte seitlich an sie angeformte Abschnitte auf, deren Oberfläche geneigt ist, so dass auf sie gelangendes Wasser von der Winkelführungsplatte weggeleitet wird. Allerdings gilt dies nur für das die seitlichen Abschnitte erreichende Wasser. Im zentralen Bereich der Winkelführungsplatte können sich dagegen weiterhin Wasseransammlungen bilden, durch die einerseits Korrosion an den in der Wasseransammlung stehenden Teilen des jeweiligen Spannelements ausgelöst und andererseits die elektrische Isolierung des Spannelements und damit einhergehend die Isolierung der im elektrisch leitenden Kontakt mit dem Spannelement stehenden Schiene beeinträchtigt werden kann.To improve their permanent electrical insulation, the known angle guide plate laterally integrally formed on them sections whose surface is inclined so that water reaching them is directed away from the angled guide plate. However, this only applies to the water reaching the lateral sections. On the other hand, in the central region of the angled guide plate, water accumulations can continue to form which, on the one hand, causes corrosion of the parts of the respective clamping element which are in the accumulation of water and, on the other hand, impairs the electrical insulation of the clamping element and, concomitantly, the insulation of the rail in electrically conductive contact with the clamping element can be.
In der
Bei einer erfindungsgemäßen Winkelführungsplatte kann die Oberseite so ausgebildet sein, dass ein auf der Winkelführungsplatte montiertes, konventionell ausgebildetes Federelement im Bereich mindestens eines seiner sich im fertig montierten Zustand quer zur Schiene streckenden Abschnitte seitlich geführt ist. Auf diese Weise lässt sich sicher verhindern, dass es zum Aufspreizen des Federelements aufgrund höherer Spannkräfte kommt, die benötigt werden, um die hohen, für eine dauerhaft sichere Befestigung hochbelasteter Schienen erforderlichen Haltekräfte aufzubringen.In the case of an angled guide plate according to the invention, the upper side can be designed so that a conventionally designed spring element mounted on the angled guide plate is laterally guided in the region of at least one of its sections extending transversely to the rail in the assembled state. In this way, can be safely prevent the spreading of the spring element due to higher clamping forces, which are required to apply the high, required for a permanently secure attachment of highly loaded rails holding forces.
Neben dem voranstehend erläuterten Stand der Technik ist aus der
Trotz der durch die voranstehend erläuterten Maßnahmen zur Verbesserung der elektrischen Isolierung hat sich in der Praxis die Anforderung ergeben, den Schutz der Schiene gegen einen elektrisch leitenden Kontakt mit dem die Schiene jeweils tragenden Untergrund weiter zu verbessern.Despite the measures described above for improving the electrical insulation, the requirement has arisen in practice to further improve the protection of the rail against electrically conductive contact with the substrate supporting the rail.
Vor diesem Hintergrund hat sich die Aufgabe gestellt, eine Führungsplatte und ein eine solche Führungsplatte umfassendes System zum Befestigen einer Schiene zu schaffen, bei denen mit einfachen Mitteln und minimiertem Aufwand die Sicherheit gegen einen elektrischen Kontakt einer mit Hilfe einer solchen Führungsplatte oder des betreffenden Systems befestigten Schiene mit dem sie tragenden Untergrund weiter optimiert ist.Against this background, the task has been found to provide a guide plate and such a guide plate comprehensive system for securing a rail in which fastened with simple means and minimal effort the security against electrical contact with a such guide plate or the system concerned Rail with the supporting surface is further optimized.
Eine diese Aufgabe lösende Führungsplatte weist erfindungsgemäß die in Anspruch 1 angegebenen Merkmale auf.A solving this problem guide plate according to the invention has the features specified in
In Bezug auf das System besteht die erfindungsgemäße Lösung der voranstehend angegebenen Aufgabe darin, dass ein solches System gemäß Anspruch 8 ausgebildet ist.With regard to the system, the solution according to the invention of the above-stated object is that such a system is designed according to
Eine erfindungsgemäße Führungsplatte zum seitlichen Führen einer Schiene an einem Gegenlager, das an einem Untergrund ausgebildet ist, welcher einer Aufstandfläche aufweist, auf der die Führungsplatte im fertig montierten Zustand steht, weist in Übereinstimmung mit dem eingangs angegebenen Stand der Technik einen dem Gegenlager zugeordneten Stützabschnitt mit einer Stützfläche auf, mit der die Führungsplatte im fertig montierten Zustand an dem Gegenlager abgestützt ist. Dabei ist an dem Stützabschnitt eine Schulter ausgebildet, durch deren dem Gegenlager zugeordnete Stirnfläche die Stützfläche des Stützabschnitts verlängert ist. Auf diese Weise ist die maximale Höhe der Schulter über der der Aufstandfläche des Untergrunds zugeordneten Auflagefläche der Führungsplatte größer als die maximale Höhe des die Führungsplatte im fertig montierten Zustand abstützenden Gegenlagers über der Aufstandfläche des Untergrunds.A guide plate according to the invention for laterally guiding a rail on an abutment, which is formed on a substrate having a footprint on which the guide plate is in the fully assembled state, in accordance with the above-mentioned prior art with the abutment associated support portion a support surface with which the guide plate is supported in the assembled state on the anvil. In this case, a shoulder is formed on the support portion, by which the abutment associated end face, the support surface of the support portion is extended. In this way, the maximum height of the shoulder over the footprint of the ground associated bearing surface of the guide plate is greater than the maximum height of the guide plate in the assembled state supporting abutment on the footprint of the ground.
Bei einer erfindungsgemäßen Führungsplatte ist also die an dem Stützabschnitt ausgebildete Schulter so bemessen, dass sie bei fertig montierter Führungsplatte nach oben über das Gegenlager hinausragt. Die so ausgebildete Schulter bildet dementsprechend wie beim oben erwähnten Stand der Technik eine Barriere für Feuchtigkeit, die sich im praktischen Einsatz auf der Führungsplatte sammelt und bei konventionellen Führungsplatten aufgrund von Oberflächenspannung sowie Adhäsions- oder Kohäsionskräften als dünner Film auf der Oberfläche der konventionellen Führungsplatten auch an Stellen einfindet, an denen es nicht unmittelbar zu einer größeren Flüssigkeitsansammlung kommt. Durch die erfindungsgemäß vorgesehene Schulter ist der für die elektrische Isolation relevante Kriechweg verlängert, so dass bei einer erfindungsgemäßen Führungsplatte der Widerstand gegen die Bildung von Kriechströmen, die den Stützabschnitt überwinden und zum Gegenlager oder zum die Führungsplatte tragenden Untergrund durchdringenden Kriechströmen erhöht ist.In a guide plate according to the invention, therefore, the shoulder formed on the support portion is dimensioned so that it protrudes upwards over the abutment when the guide plate is assembled. The thus formed shoulder accordingly forms, as in the above-mentioned prior art, a barrier to moisture which collects in practical use on the guide plate and at conventional guide plates due to surface tension and adhesive or cohesive forces as a thin film on the surface of the conventional guide plates also in places where there is no immediate increase in fluid accumulation. By inventively provided shoulder of relevant for the electrical insulation creepage path is extended, so that in a guide plate according to the invention, the resistance to the formation of leakage currents, which overcome the support portion and the counter bearing or the guide plate supporting ground penetrating leakage currents is increased.
Gleichzeitig reduziert die erfindungsgemäß vorgesehene Schulter die Gefahr des Eindringens von Flüssigkeit in den im montierten Zustand zwischen Führungsplatte und Gegenlager unvermeidbaren Spalt. Dementsprechend ist bei einer erfindungsgemäßen Führungsplatte die in Folge des Kapillareffektes grundsätzlich bestehende Möglichkeit des Eindringens von größeren Flüssigkeitsmengen in den betreffenden Spalt deutlich vermindert, durch die andernfalls die Entstehung von elektrischen Brücken begünstigt werden könnte. Somit bildet die erfindungsgemäß erhöhte Schulter auch eine Sperre für Feuchtigkeit, die andernfalls über das Gegenlager auf die Führungsplatte gelangen und dort die elektrische Isolation des jeweils verwendeten Spannelements bzw. der Schiene beeinträchtigen oder Korrosion auslösen könnte.At the same time, the shoulder provided according to the invention reduces the risk of penetration of liquid into the unavoidable gap between guide plate and counter-bearing in the mounted state. Accordingly, in a guide plate according to the invention, the possibility inherent in the capillary effect basically of the penetration of larger amounts of liquid in the relevant gap is significantly reduced, otherwise the formation of electrical bridges could be favored. Thus, the inventively increased shoulder also forms a barrier to moisture that would otherwise pass over the anvil on the guide plate and there could affect the electrical insulation of the clamping element or the rail used or cause corrosion.
Durch die erfindungsgemäße Gestaltung einer Führungsplatte ist so mit denkbar einfachen Mitteln eine wirksame Verbesserung der elektrischen Isolation der auf und an der Führungsplatte abgestützten, aus einem leitfähigen Material bestehenden Bauteile bewirkt.The inventive design of a guide plate is as simple as possible means an effective improvement of the electrical insulation on and on the Guide plate supported, consisting of a conductive material components causes.
Grundsätzlich tritt die vorteilhafte Wirkung der an einer erfindungsgemäßen Führungsplatte ausgebildeten Schulter bereits dann ein, wenn die an den Stützabschnitt angeformte Schulter sich derart hoch über dem Stützabschnitt erhebt, dass sie im fertig montierten Zustand über das der Führungsplatte zugeordnete Gegenlager nach oben hinaus steht, ohne dass seine dem Gegenlager zugeordnete Stirnfläche an dem Gegenlager anliegt.In principle, the advantageous effect of the shoulder formed on a guide plate according to the invention already occurs when the shoulder formed on the support section rises so high above the support section that, in the assembled state, it is above the guide plate associated abutment upwards without its abutment associated with the end face rests against the abutment.
Darüber hinausgehend wird durch die erfindungsgemäße Gestaltung einer Führungsplatte der im montierten Zustand zwischen Gegenlager und Führungsplatte vorhandene Spalt zusätzlich gegen eindringende Flüssigkeit und Schmutz geschützt, indem die Form der dem Gegenlager zugeordneten Stirnfläche der Schulter so an die Form des Gegenlagers angepasst ist, dass die Stirnfläche der Schulter bei fertig montierter Schulter dicht und formschlüssig an dem Gegenlager anliegt.In addition, is protected by the inventive design of a guide plate existing in the assembled state between abutment and guide plate gap against ingress of liquid and dirt by the shape of the abutment associated end face of the shoulder is adapted to the shape of the thrust bearing that the end face of the Shoulder with fully assembled shoulder tight and positive fit against the anvil.
Erfindungsgemäß ist die Schulter der Führungsplatte so geformt, dass sie bei auf dem Untergrund verspannter Führungsplatte mit leichtem Druck auf das Gegenlager wirkt, so dass die Dichtwirkung der dann auf dem Gegenlager liegenden Stirnfläche der Schulter zusätzlich unterstützt wird. Zu diesem Zweck ist die Schulter in Richtung ihrer dem Gegenlager zugeordneten Stirnseite vorstehend ausgebildet. Diese Ausführung der Erfindung ermöglicht in der Praxis den weiteren Vorteil, dass die Führungsplatte im fertig montierten Zustand nicht nur in einer quer zur zu befestigenden Schiene ausgerichteten horizontalen Richtung, sondern auch in einer Richtung, die eine vertikale Komponente hat, an dem Gegenlager abgestützt sein kann.According to the invention, the shoulder of the guide plate is shaped in such a way that it acts with slight pressure on the counter bearing when the guide plate is tensioned on the substrate so that the sealing action of the end face of the shoulder then resting on the counter bearing is additionally supported. For this purpose, the shoulder is formed protruding in the direction of its end face associated with the counter bearing. This embodiment of the invention allows in practice the further advantage that the guide plate in the assembled state not only aligned in a transverse to be fastened rail horizontal direction, but also in a direction that has a vertical component can be supported on the anvil.
Um die Passform der an der erfindungsgemäß vorgesehenen Schulter vorhandenen Stirnfläche an die ihr zugeordnete Anlagefläche des Gegenlagers zu optimieren, ist die dem Gegenlager zugeordnete Stirnfläche der Schulter und mindestens der an sie angrenzende Bereich der Stützfläche des Stützabschnitts zudem nach Art einer Kehle eingewölbt.In order to optimize the fit of the present invention provided on the shoulder end face to its associated contact surface of the thrust bearing, the abutment associated end face of the shoulder and at least adjacent to it area of the support surface of the support portion is also arched like a throat.
Eine erfindungsgemäße Führungsplatte wird in der Praxis wie die bekannten Führungsplatten der eingangs erläuterten Art an ihrer von ihrer Auflagefläche abgewandten Oberseite eine Auflagefläche für ein die zum Niederhalten der zu befestigenden Schiene aufbringendes Federelement aufweisen, die in Richtung der Schulter durch eine Rille begrenzt ist, in der bei fertig montierter Führungsplatte ein Torsionsabschnitt des Federelements sitzt. Ein zusätzlicher Schutz gegen sich auf der Führungsplatte ansammelndes Wasser kann dabei gemäß einer weiteren Ausgestaltung der Erfindung dadurch erreicht werden, dass die Rille an mindestens einem ihrer Enden offen ist und der Boden der Rille in Richtung dieses Endes abfallend ausgebildet ist. In die Rille gelangende Flüssigkeit kann auf diese Weise seitlich über das offene Ende der Rille abfließen. Ebenso ist es selbstverständlich möglich, im Bereich der Rille eine separate Abströmöffnung vorzusehen, zu der der abgeschrägte Bodenabschnitt führt und über die Flüssigkeit abfließen kann.A guide plate according to the invention is in practice as the well-known guide plates of the type mentioned on its side facing away from its support surface top a support surface for a aufbringendes to hold down the rail to be fastened spring element, which is bounded in the direction of the shoulder by a groove in the sitting at ready mounted guide plate a Torsionsabschnitt of the spring element. Additional protection against accumulating on the guide plate water can be achieved in accordance with a further embodiment of the invention, characterized in that the groove is open at least one of its ends and the bottom of the groove is designed sloping towards this end. Liquid entering the groove can thus flow off laterally across the open end of the groove. Likewise, it is of course possible to provide a separate outflow opening in the region of the groove, to which the beveled bottom section leads and can flow off via the liquid.
Eine besonders einfache und gleichzeitig wirkungsvolle Variante der Erfindung ist in diesem Zusammenhang dadurch gekennzeichnet, dass die Rille an ihren beiden Enden offen ist und jeweils ein Abschnitt des Bodens der Rille in Richtung eines dieser Enden abfallend ausgebildet ist. Wird in Kombination mit einer erfindungsgemäßen Führungsplatte als Federelement eine ω-förmige Spannklemme eingesetzt, so kann die gegenseitige Isolierung der bei fertig auf der Führungsplatte montierter Spannklemme in der Rille sitzenden Torsionsabschnitte der Spannklemme dadurch verbessert werden, dass zwischen den betreffenden Abschnitten der Rille ein quer zur Längsrichtung der Rille ausgerichteter Steg ausgebildet ist, der die Abschnitte voneinander trennt. Der Steg kann dabei auch als Führung wirken, die die ordnungsgemäße Position der Spannklemme auf der Führungsplatte zusätzlich sichert.A particularly simple and at the same time effective variant of the invention is characterized in this context characterized in that the groove is open at both ends thereof and in each case a portion of the bottom of the groove is sloping towards one of these ends. If a ω-shaped tension clamp is used in combination with a guide plate according to the invention as spring element, the mutual insulation of the torsion sections of the tension clamp sitting in the groove when the tension clamp is mounted on the guide plate can be improved by forming a transverse direction between the respective sections of the groove Is formed longitudinally of the groove-aligned web, which separates the sections from each other. The web can also act as a guide, which additionally secures the proper position of the tension clamp on the guide plate.
Üblicherweise werden zum Verspannen des auf der Führungsplatte sitzenden Federelements Spannschrauben durch eine in die Führungsplatte eingeformte, von ihrer Oberseite zu ihrer Unterseite führende Durchgangsöffnung in einen in den Untergrund eingesetzten Dübel geschraubt. Indem an der Oberseite der Führungsplatte ein um die betreffende Durchgangsöffnung umlaufender, sich über die Auflagefläche für das Federelement erhebender Kragen ausgebildet ist, kann verhindert werden, dass sich auf der Führungsplatte sammelnde Flüssigkeiten in die Durchgangsöffnung gelangen und sich dort stauen. Auf diese Weise ist auch das in der Regel aus einem leitfähigen Material bestehende, zum Verspannen des Federelements vorgesehene Spannmittel sicher gegen einen korrosiven Angriff geschützt. Darüber hinaus ist auch die Gefahr minimiert, dass durch in der Durchgangsöffnung stehende Flüssigkeit ein elektrisch leitender Kontakt zwischen der Schiene und dem Untergrund entsteht.Usually for tightening the seated on the guide plate spring element clamping screws are screwed by a molded into the guide plate, leading from its top to its bottom through hole in a dowel inserted into the ground. By at the top of the guide plate around the respective passage opening circulating, is formed over the support surface for the spring element elevating collar can prevent that on the guide plate collecting liquids get into the through hole and jam there. In this way, the usually made of a conductive material, provided for bracing the spring element clamping means is securely protected against corrosive attack. In addition, the risk is minimized by standing in the through hole Fluid an electrically conductive contact between the rail and the substrate is formed.
Um das Gewicht der erfindungsgemäßen Führungsplatte zu minimieren, kann von ihrer Unterseite her mindestens eine Ausnehmung in sie eingeformt sein.In order to minimize the weight of the guide plate according to the invention, at least one recess may be formed in it from its underside.
Den voranstehenden Erläuterungen entsprechend umfasst ein erfindungsgemäßes System zum Befestigen einer Schiene auf einem Untergrund, an dem ein Gegenlager in Form einer sich über eine an dem Untergrund ausgebildete Aufstandfläche erhebenden Schulter ausgebildet ist, eine erfindungsgemäß ausgebildete Führungsplatte, wobei die an der Führungsplatte ausgebildete Schulter im fertig montierten Zustand einerseits mit ihrer Stirnfläche dem Gegenlager zugeordnet ist und mit ihrer freien Oberkante oberhalb des Gegenlagers angeordnet ist.In accordance with the above explanations, a system according to the invention for fastening a rail to a substrate on which an abutment in the form of a shoulder rising above a support surface is formed comprises a guide plate designed according to the invention, wherein the shoulder formed on the guide plate is finished mounted state on the one hand with its end face is assigned to the counter bearing and is arranged with its free upper edge above the thrust bearing.
Eine für die praktische Nutzung besonders vorteilhafte Ausgestaltung eines erfindungsgemäßen Systems, die zusätzlich den Vorteil einer besonders exakten, lagesicheren Positionierung der Führungsplatte hat, besteht darin, dass im Bereich des Übergangs zu dem Gegenlager zwischen der Aufstandfläche und dem Gegenlager eine Einsenkung eingeformt ist, in der im fertig montierten Zustand ein an der Unterseite der Führungsplatte ausgebildeter Vorsprung sitzt. Die Führungsplatte ist in diesem also nach Art einer an sich bekannten Winkelführungsplatte der eingangs angegebenen Art ausgebildet, die im praktischen Einsatz auf einem in ebenso bekannter Weise geformten Untergrund sitzt.A particularly advantageous embodiment of a system according to the invention for practical use, which additionally has the advantage of a particularly accurate, positionally secure positioning of the guide plate, is that a depression is formed in the area of the transition to the abutment between the contact surface and the abutment in the assembled state, a projection formed on the underside of the guide plate is seated. The guide plate is formed in this so in the manner of a known angle guide plate of the type specified, which sits in a practical use in a well-formed in a known manner underground.
Nachfolgend wird die Erfindung anhand von Ausführungsbeispielen näher erläutert. Es zeigen:
- Fig. 1
- eine Führungsplatte in perspektivischer Ansicht;
- Fig. 2
- die Führungsplatte in seitlicher Ansicht;
- Fig. 3
- die einem Gegenlager zugeordnete Stirnseite der Führungsplatte in einer frontalen Ansicht;
- Fig. 4
- einen Befestigungspunkt für eine Schiene in einer seitlichen teilgeschnittenen Teilansicht.
- Fig. 1
- a guide plate in perspective view;
- Fig. 2
- the guide plate in lateral view;
- Fig. 3
- the end face of the guide plate associated with an abutment in a frontal view;
- Fig. 4
- an attachment point for a rail in a partial side partial view.
In
Das Systeme S1 umfasst eine Führungsplatte 1, eine ω-förmige Spannklemme 2 und eine Spannschraube 3 zum Verspannen der Spannklemme 2 gegen den Untergrund U.The system S1 comprises a
Die einstückig aus einem Kunststoff oder einem anderen ausreichend festen Werkstoff gefertigte Führungsplatte 1 hat die Grundform einer konventionellen Winkelführungsplatte und besitzt eine Stirnseite 4 mit einer Stützfläche 5, über die die Führungsplatte 1 im fertig montierten Zustand (
Das Gegenlager G weist die Form eines sich über die Breite des als Schwelle ausgebildeten Untergrunds U erstreckenden Schulterabsatzes auf, an dem eine der Führungsplatte 1 zugeordnete, schräg nach unten laufende Gegenlagerfläche 6 ausgebildet ist. Die Gegenlagerfläche 6 geht in einer abgerundeten Kante 7 in die ebene, horizontal ausgerichtete Oberseite 8 des Gegenlagers G über.The abutment G has the shape of a shoulder shoulder extending over the width of the base U designed as a threshold, on which an
Des Weiteren weist die Führungsplatte 1 eine zweite Stirnseite 9 mit einer Anlagefläche 10 auf, an der bei fertig montierter Führungsplatte 1 der Schienenfuß F der zu befestigenden Schiene S anliegt.Furthermore, the
An der Unterseite 11 der Führungsplatte 1 ist eine Auflagefläche 12 ausgebildet, mit der die Führungsplatte 1 in Montagestellung auf der der Führungsplatte 1 zugeordneten Aufstandfläche des ebenen Untergrunds U sitzt. In Richtung der ersten Stirnseite 4 ist die Auflagefläche 12 durch einen sich über die Länge L1 der Führungsplatte 1 erstreckenden Vorsprung 13 begrenzt, der in an sich bekannter Weise bei fertig montierter Führungsplatte 1 in einer korrespondierend geformten Rille 14 sitzt, die zwischen dem Gegenlager G und der Aufstandfläche des Untergrunds U in den Untergrund U eingeformt ist.On the
Ausgehend von der Auflagefläche 12 sind zur Minimierung des Gewichts und des zur Herstellung benötigten Materialaufwands in die Führungsplatte 1 Ausnehmungen 15 eingeformt, die bis zu der Anlagefläche 10 der zweiten Stirnseite 9 reichen. Dabei ist die Führungsplatte 1 im Bereich der Ausnehmungen 15 unter anderem durch quer zu den Stirnseiten 4,9 ausgerichtete Rippen 16 nach Art einer Gewölbekonstruktion ausgesteift, so dass bei minimiertem Materialbedarf eine optimale Formsteifigkeit gesichert ist.Starting from the bearing
Ausgehend von ihrer freien Oberfläche 17 ist in die Führungsplatte 1 eine zur Unterseite 11 führende Durchgangsöffnung 18 eingeformt, durch die bei der Montage des Systems S1 in an sich bekannter Weise die Spannschraube 3 gesteckt wird, um sie zum Verspannen der Spannklemme 2 in einen hier nicht sichtbaren, in den Untergrund U eingelassenen Kunststoffdübel zu schrauben.Starting from its
Zur Optimierung der elektrischen Isolation ist die Durchgangsöffnung 18 an der Oberfläche 17 von einem umlaufenden Kragen 19 umgeben. Dieser verhindert, dass auf der Oberfläche 17 sich sammelnde Flüssigkeit in die Durchgangsöffnung 18 gelangt und dort eine elektrisch leitende Brücke zum Untergrund U bildet. Gleichzeitig dient der umlaufende Kragen 19 als Führung und Stütze der Mittelschlaufe 20 der auf der Führungsplatte 1 zu montierenden Spannklemme 2.To optimize the electrical insulation, the
Um zu verhindern, dass über die Spannklemme 2 Flüssigkeit in die Durchgangsöffnung 18 gelangt, können an dem Kragen 19 hier nicht dargestellte Ablaufschrägen ausgebildet sein. Diese können ausgehend vom inneren Rand des Kragens 19 in Richtung der jeweils einer der seitlichen, sich zwischen den Stirnseiten 4,9 erstreckenden Seitenwänden 21,22 der Führungsplatte 1 schräg abfallen, so dass Wasser oder andere Flüssigkeit, die dort von der Spannklemme 2 auf die Führungsplatte 1 gelangt, seitlich auf die Oberfläche 17 der Führungsplatte 1 abgeleitet wird. Die Oberfläche 17 selbst kann dabei ebenfalls leicht abfallend in Richtung der ersten Stirnseite 4 abgeschrägt sein, so dass auf sie gelangende Flüssigkeit in Richtung der betreffenden Stirnseite 4 abfließen kann.In order to prevent liquid from passing through the
In Richtung der ersten Stirnseite 4 ist die Oberfläche 17 der Führungsplatte 1 durch eine sich in Längsrichtung L erstreckende Rille 23 begrenzt, in der in an sich ebenfalls bekannter Weise im fertig montierten Zustand die Torsionsabschnitte 24 der ω-förmigen Spannklemme 2 sitzen, von denen in
Auch der Boden der an ihren den Seitenwänden 21,22 zugeordneten Enden offenen Rille 23 kann ausgehend von der Mitte der Rille 23 in zwei Schrägflächen 25,26 geteilt sein, von denen eine in Richtung der einen Wand 21 und die andere in Richtung der anderen Wand 22 abfällt.Also, the bottom of the
In der Mitte der Rille 23 ist ein Steg 27 ausgebildet, der sich quer zur Längsrichtung L über die Rille 23 erstreckt und die beiden Schrägflächen 25,26 voneinander trennt. Die Höhe und die in Längsrichtung L gemessene Länge des Stegs 27 sind dabei so bemessen, dass bei fertig montiertem System S1 der Steg 27 die Torsionsabschnitte 24 der der ω-förmigen Spannklemme 2 in einem definierten Abstand voneinander isoliert hält.In the middle of the
An die Rille 23 schließt sich in Richtung der ersten Stirnwand 4 ein Stützabschnitt 28 an, der den Abschluss der Führungsplatte 1 in Richtung der ersten Stirnseite 4 bildet und an dem die Stützfläche 5 ausgebildet ist. Der Stützabschnitt 28 trägt eine sich über seine Länge L28 erstreckende Schulter 29, die einerseits nach oben über die Oberfläche 17 der Führungsplatte 1 hinaus- und andererseits in Richtung der Stirnseite 4 vorsteht. Die Höhe H29 der oberen freien Kante 30 über der Auflagefläche 12 der Führungsplatte 1 ist dabei in Bezug auf die Höhe HG, mit der die Oberseite 8 des Gegenlagers G über der Aufstandfläche des Untergrund U angeordnet ist, so bemessen, dass die Schulter 29 bei fertig montierter Führungsplatte 1 das Gegenlager G überragt. Gleichzeitig ist die an dem Gegenlager G zugeordnete Stirnfläche 31 der Schulter 29 so eingewölbt an die Form der abgerundeten Kante 7 des Gegenlagers G angepasst, dass die Stirnfläche 31 als Verlängerung der Stützfläche 5 der Führungsplatte 1 bei fertig montierter Führungsplatte 1 mit ihrer Stirnfläche 31 flächig und dicht auf dem Gegenlager G liegt. Durch die Schulter 29 ist der bei fertig montierter Führungsplatte 1 zwischen dem Gegenlager G und dem Stützabschnitt 28 unvermeidbar vorhandene Fügespalt 32 so abgedeckt, dass von der Führungsplatte 1 her keine Flüssigkeit in ihn eindringen kann.The
Die Schulter 29 bildet so eine wirkungsvolle Barriere gegen das andernfalls durch den Kapillareffekt begünstigte Eindringen von Flüssigkeit in den Fügespalt 32 oder den porösen Werkstoff des Untergrunds U. Auf diese Weise trägt die Schulter 29 zur optimierten Isolierung der in der Regel aus elektrisch leitfähigem Stahl bestehenden Spannklemme 2 und damit einhergehend der ebenfalls aus elektrisch leitfähigem Stahl bestehenden Schiene S gegenüber dem Untergrund U bei. Gleichzeitig stabilisiert die Schulter 29 die Position der Führungsplatte 1 an dem Gegenlager G, indem die Führungsplatte 1 nicht nur über ihre Stützfläche 5 in einer quer zur Längserstreckung L der Schiene S ausgerichteten Richtung Q, sondern auch in Richtung V, die eine vertikale Komponente hat, an dem Gegenlager G abgestützt ist.The
- 11
- Führungsplatteguide plate
- 22
- ω-förmige Spannklemmeω-shaped tension clamp
- 33
- Spannschraubeclamping screw
- 44
- dem Gegenlager G zugeordnete Stirnseite der Führungsplatte 1the abutment G associated end face of the guide plate. 1
- 55
- Stützfläche an der Stirnseite 4Support surface on the front side 4
- 66
- Gegenlagerfläche des Gegenlagers GCounter bearing surface of the counter bearing G
- 77
- Kante des Gegenlagers GEdge of the anvil G
- 88th
- Oberseite des Gegenlagers GTop of the anvil G
- 99
- dem Schienenfuß F zugeordnete Stirnseite der Führungsplatte 1the rail foot F associated end face of the guide plate. 1
- 1010
-
Anlagefläche an der Stirnseite 9Contact surface on the
front 9 - 1111
-
Unterseite der Führungsplatte 1Bottom of the
guide plate 1 - 1212
- Auflagefläche an der Unterseite 11Support surface on the bottom 11
- 1313
- Vorsprunghead Start
- 1414
- in den Untergrund U eingeformte Rillegroove formed in the underground U
- 1515
-
Ausnehmungen der Führungsplatte 1Recesses of the
guide plate 1 - 1616
-
Rippen der Führungsplatte 1Ripping the
guide plate 1 - 1717
-
an der Oberseite der Führungsplatte 1 vorhandene Oberflächeat the top of the
guide plate 1 existing surface - 1818
- DurchgangsöffnungThrough opening
- 1919
- Kragencollar
- 2020
-
Mittelschlaufe der Spannklemme 2Middle loop of the
tension clamp 2 - 21,2221.22
-
Seitenwände der Führungsplatte 1Side walls of the
guide plate 1 - 2323
-
Rille der Führungsplatte 1Groove of the
guide plate 1 - 2424
-
Torsionsabschnitt der Spannklemme 2Torsion section of the
tension clamp 2 - 25,2625.26
-
Schrägflächen am Boden der Rille 23Sloping surfaces at the bottom of the
groove 23 - 2727
- Stegweb
- 2828
-
Stützabschnitt der Führungsplatte 1Support section of the
guide plate 1 - 2929
- Schultershoulder
- 3030
- Kanteedge
- 3131
- dem Gegenlager G zugeordnete Stirnfläche der Schulter 29the abutment G associated end face of the shoulder 29th
- 3232
- Fügespaltjoining gap
- H29H29
-
Höhe der oberen freien Kante 30 über der Auflagefläche 12 der Führungsplatte 1Height of the upper
free edge 30 on thesupport surface 12 of the guide plate. 1 - HGHG
-
Höhe der Oberseite 8 des Gegenlagers G über der Aufstandfläche des Untergrunds UHeight of the
top 8 of the abutment G on the footprint of the underground U - LL
- Längserstreckunglongitudinal extension
- L1L1
-
Länge der Führungsplatte 1Length of the
guide plate 1 - L28L28
-
Länge des Stützabschnitts 28Length of the
support section 28 - quer zur Längserstreckung L ausgerichtete Richtungoriented transversely to the longitudinal extent L direction
- SS
- Schienerail
- S1S1
- System zum Befestigen der Schiene SSystem for fastening the rail S
- UU
- durch eine Betonschwelle gebildeter Untergrundsubstrate formed by a concrete sleeper
- VV
- Richtung mit einer vertikalen KomponenteDirection with a vertical component
Claims (10)
- Guide plate for the lateral guidance of a rail (S) on a counter bearing (G), which is formed on a base, which has a contact area, on which the guide plate (1) stands in the completely assembled state, the guide plate (1) having a support portion (28), which is associated with the counter bearing (G), with a support face (25), with which the guide plate (1) is supported, in the completely assembled state, on the counter bearing (G), wherein a shoulder (29), by means of the end face (31) of which, associated with the counter bearing (G), the support face (5) of the support portion (28) is extended, is formed on the support portion (28), characterised in that the shoulder (29) is configured projecting in the direction of its end face (4) associated with the counter bearing (G) and in that the end face (31) of the shoulder (29) associated with the counter bearing (G) and at least the region adjoining it of the support face (5) of the support portion (28) is curved in in the manner of a groove.
- Guide plate according to claim 1, characterised in that on its upper side remote from its bearing face (12), it has a surface (17) for a spring element (3) applied to hold down the rail (S) to be fastened, which surface is limited in the direction of the shoulder (29) by a channel (23), in which a torsional portion (24) of the spring element (3) is seated when the guide plate (1) is completely assembled.
- Guide plate according to claim 2, characterised in that at least one opening is provided in the region of the channel (23) and the base of the channel (23) is formed sloping in the direction of this opening.
- Guide plate according to claim 3, characterised in that the channel (23) is open at its two ends and a portion (25, 26) of the base of the channel (23) is formed sloping in the direction (L) of one of these ends, in each case.
- Guide plate according to claim 4, characterised in that a web (27) oriented transverse to the longitudinal direction (L) of the channel (23), which web separates the portions (25, 26) from one another, is formed between the portions (25, 26) of the channel (23).
- Guide plate according to any one of the preceding claims, characterised in that it has a through-opening (18), which leads from the upper side of the guide plate (1) to the lower side (11) thereof, on which the bearing face (12) is formed, and in that a collar (19) rising over the surface (17) and running around the through-opening (18) is formed on the surface (17) of the guide plate (1).
- Guide plate according to any one of the preceding claims, characterised in that at least one recess (15) is formed into it from its lower side (11).
- System for fastening a rail (S) on a base (U), on which a counter bearing (G) in the form of a shoulder (29) rising over a contact area formed on the base (U) is formed, with a guide plate (1), which is formed according to any one of claims 1 to 7, the shoulder (29) formed on the guide plate (1) being associated, in the completely assembled state, by its end face (4) with the counter bearing (G) and, with its free upper edge (30), being arranged above the counter bearing (G).
- System according to claim 8, characterised in that the support face (5) of the support portion (28) of the guide plate (1) and the end face (31) of the shoulder (29) of the guide plate (1) rest positively on the counter bearing (G).
- System according to any one of the preceding claims, characterised in that a depression (14), in which, in the completely assembled state, a projection (13) formed on the lower side (11) of the guide plate (1) is seated, is formed in the region of the transition to the counter bearing (G) between the contact area and the counter bearing (G).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL11767001T PL2643519T3 (en) | 2010-11-23 | 2011-10-07 | Guide plate for laterally guiding a rail and system for attaching a rail |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102010060745A DE102010060745A1 (en) | 2010-11-23 | 2010-11-23 | Guide plate for laterally guiding a rail and system for fastening a rail |
PCT/EP2011/067556 WO2012069246A1 (en) | 2010-11-23 | 2011-10-07 | Guide plate for laterally guiding a rail and system for attaching a rail |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2643519A1 EP2643519A1 (en) | 2013-10-02 |
EP2643519B1 true EP2643519B1 (en) | 2015-09-09 |
Family
ID=44764161
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP11767001.8A Active EP2643519B1 (en) | 2010-11-23 | 2011-10-07 | Guide plate for laterally guiding a rail and system for attaching a rail |
Country Status (12)
Country | Link |
---|---|
US (1) | US8905323B2 (en) |
EP (1) | EP2643519B1 (en) |
KR (1) | KR101561634B1 (en) |
CN (1) | CN103270219B (en) |
AR (1) | AR083923A1 (en) |
DE (2) | DE102010060745A1 (en) |
EA (1) | EA029078B1 (en) |
ES (1) | ES2553607T3 (en) |
PL (1) | PL2643519T3 (en) |
PT (1) | PT2643519E (en) |
SA (1) | SA111320941B1 (en) |
WO (1) | WO2012069246A1 (en) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU2010359817A1 (en) * | 2010-08-24 | 2013-03-07 | Vossloh-Werke Gmbh | Base plate for a rail-fastening system, system for fastening a rail, and method for renovating a rail-fastening point |
DE102010060745A1 (en) * | 2010-11-23 | 2012-05-24 | Vossloh-Werke Gmbh | Guide plate for laterally guiding a rail and system for fastening a rail |
MX339653B (en) * | 2011-06-10 | 2016-06-02 | Schwihag Ag | Rail-fastening system. |
PL2672007T3 (en) * | 2012-06-04 | 2016-03-31 | Vossloh Werke Gmbh | Guide plate for fixing rails for rail vehicles |
EP3049572B1 (en) * | 2013-09-26 | 2017-03-29 | Heico Befestigungstechnik Gmbh | Rail fastener and arrangement comprising such a rail fastener |
KR20160064209A (en) * | 2013-10-09 | 2016-06-07 | 보슬로흐-베르케 게엠베하 | Resilient intermediate piece for clamping a rail base |
DE102013221175B4 (en) * | 2013-10-18 | 2020-10-01 | Semperit Ag Holding | Angle guide plate |
GB2536693B (en) * | 2015-03-26 | 2020-11-18 | Pandrol Ltd | Height adaption in a railway rail fastening assembly |
CN109312543B (en) * | 2016-06-16 | 2020-12-08 | 沃斯洛工厂有限公司 | System for forming a rail fixing device and rail fixing device |
EP3293308B1 (en) * | 2016-09-10 | 2019-05-01 | SSL Stahlbeton-Schwellenwerk Linz GmbH | Fastening system for railway rails on concrete sleepers |
KR101971886B1 (en) | 2018-12-14 | 2019-04-24 | 대원강업주식회사 | Property Inspection Devece and Inspection Method of Fastener Spring in Rail Fastening Apparatus for High-Speed Railroad |
RU2718528C1 (en) * | 2019-05-15 | 2020-04-08 | Дмитрий Евгеньевич Соловьёв | Rail fastening assembly with half-hammer |
Family Cites Families (28)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE925353C (en) * | 1952-06-04 | 1955-03-21 | Lorenz Jaeger | Rail fastening using a base plate and clamping plates |
AT257670B (en) * | 1965-05-13 | 1967-10-25 | Walter Wirth | Sill-free track fastening on concrete screeds or concrete tracks and processes for producing the same |
FR2315569A1 (en) * | 1975-06-26 | 1977-01-21 | Sonneville Roger | RAIL SUPPORT AND FIXING DEVICE |
JPS5543124Y2 (en) * | 1976-07-14 | 1980-10-09 | ||
DE2806817C2 (en) | 1978-02-17 | 1981-08-20 | Estel Hoesch Werke Ag, 4600 Dortmund | Guide plate for resilient rail fastening |
DE3324225C2 (en) * | 1983-07-05 | 1994-02-03 | Vossloh Werke Gmbh | Fastening arrangement for rails on sleepers |
DE3619417A1 (en) * | 1986-06-10 | 1987-12-17 | Salzgitter Peine Stahlwerke | CONCRETE THRESHOLD |
DE3720381A1 (en) * | 1987-06-19 | 1989-01-05 | Vossloh Werke Gmbh | DEVICE FOR FASTENING RAILWAY RAILS ON FIXED ROADWAY |
DE8906790U1 (en) * | 1989-06-02 | 1989-08-31 | Vossloh-Werke GmbH, 58791 Werdohl | Rail fastening on concrete sleepers or similar using elastic tension clamps |
FR2661697B1 (en) * | 1990-05-02 | 1992-08-21 | Vape Sa Ets | DEVICE FOR FIXING A RAILWAY RAIL ON A CROSSING. |
DE4101198C1 (en) | 1991-01-17 | 1992-03-05 | Udo 6993 Creglingen De Wirthwein | Spring clip on railway line - engages plastics plate which holds rail and insulates it from sleeper |
DE4219546A1 (en) * | 1991-11-21 | 1993-05-27 | Udo Wirthwein | Guide plates for connection of rails to sleepers - has plastics plate secured by fixing bolt to sleeper, plate having groove with electrically conductive elements passing through |
DE19607339A1 (en) * | 1996-02-27 | 1997-08-28 | Vossloh Werke Gmbh | Device for the highly elastic fastening of railroad tracks to standard concrete sleepers |
ATE215150T1 (en) * | 1996-05-21 | 2002-04-15 | Vossloh Werke Gmbh | RAIL FASTENING |
DE10157676A1 (en) * | 2001-11-24 | 2003-06-26 | Vossloh Werke Gmbh | Device for the lateral support of a rail |
DE10233784B4 (en) * | 2002-07-25 | 2012-03-29 | Rail.One Gmbh | concrete sleeper |
DE10254679B4 (en) * | 2002-11-22 | 2007-10-25 | Vossloh-Werke Gmbh | Angled guide plate for fastening rails for rail vehicles |
EA010041B1 (en) * | 2004-07-01 | 2008-06-30 | Фоссло-Верке Гмбх | Angled guide plate and system for fixing rails for rail vehicles |
DE202004020816U1 (en) * | 2004-07-13 | 2006-02-23 | Vossloh-Werke Gmbh | Railway track bed flange has raised lip in contact with rail edge and railway tie bar |
DE102004033724B3 (en) * | 2004-07-13 | 2005-10-27 | Vossloh-Werke Gmbh | System for fastening a rail for rail vehicles |
DE202006009340U1 (en) * | 2006-06-14 | 2006-08-17 | Seifert, Dietrich | Base plate for high-speed rail track is made of glass fiber polyamide-strengthened plastic |
DE202007018500U1 (en) * | 2007-02-19 | 2008-08-14 | Vossloh-Werke Gmbh | Insulating clip and system for fastening a rail for rail vehicles |
DE202007018602U1 (en) * | 2007-09-21 | 2008-12-04 | Vossloh-Werke Gmbh | System for fastening a rail |
DE102008032353B3 (en) * | 2008-07-09 | 2009-10-15 | Vossloh-Werke Gmbh | Angled guide plate and system for securing a rail |
JP5075181B2 (en) | 2009-10-16 | 2012-11-14 | 公益財団法人鉄道総合技術研究所 | Rail fastening structure |
US8052068B1 (en) * | 2010-05-10 | 2011-11-08 | Vossloh-Werke Gmbh | Guide plate for laterally guiding a rail and system for fastening a rail to a base |
DE102010060745A1 (en) * | 2010-11-23 | 2012-05-24 | Vossloh-Werke Gmbh | Guide plate for laterally guiding a rail and system for fastening a rail |
US8727230B2 (en) * | 2011-07-15 | 2014-05-20 | Vossloh-Werke Gmbh | System for fastening a rail to a sleeper |
-
2010
- 2010-11-23 DE DE102010060745A patent/DE102010060745A1/en not_active Withdrawn
-
2011
- 2011-10-07 WO PCT/EP2011/067556 patent/WO2012069246A1/en active Application Filing
- 2011-10-07 US US13/988,863 patent/US8905323B2/en active Active
- 2011-10-07 KR KR1020137016305A patent/KR101561634B1/en active IP Right Grant
- 2011-10-07 PL PL11767001T patent/PL2643519T3/en unknown
- 2011-10-07 CN CN201180061816.XA patent/CN103270219B/en active Active
- 2011-10-07 ES ES11767001.8T patent/ES2553607T3/en active Active
- 2011-10-07 PT PT117670018T patent/PT2643519E/en unknown
- 2011-10-07 DE DE202011107123U patent/DE202011107123U1/en not_active Expired - Lifetime
- 2011-10-07 EA EA201300482A patent/EA029078B1/en not_active IP Right Cessation
- 2011-10-07 EP EP11767001.8A patent/EP2643519B1/en active Active
- 2011-11-18 AR ARP110104310A patent/AR083923A1/en not_active Application Discontinuation
- 2011-11-23 SA SA111320941A patent/SA111320941B1/en unknown
Also Published As
Publication number | Publication date |
---|---|
US20130284819A1 (en) | 2013-10-31 |
ES2553607T3 (en) | 2015-12-10 |
EA029078B1 (en) | 2018-02-28 |
WO2012069246A1 (en) | 2012-05-31 |
US8905323B2 (en) | 2014-12-09 |
DE202011107123U1 (en) | 2012-01-18 |
SA111320941B1 (en) | 2015-03-30 |
PT2643519E (en) | 2015-12-01 |
EP2643519A1 (en) | 2013-10-02 |
CN103270219A (en) | 2013-08-28 |
KR101561634B1 (en) | 2015-10-20 |
AR083923A1 (en) | 2013-04-10 |
KR20130095307A (en) | 2013-08-27 |
CN103270219B (en) | 2015-11-25 |
DE102010060745A1 (en) | 2012-05-24 |
EA201300482A1 (en) | 2013-11-29 |
PL2643519T3 (en) | 2016-03-31 |
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