EP0587517B1 - Einbau einer beweglichen Herzstückspitze in einer Kreuzung langer geschweisster Eisenbahnschienen und Verfahren dazu - Google Patents

Einbau einer beweglichen Herzstückspitze in einer Kreuzung langer geschweisster Eisenbahnschienen und Verfahren dazu Download PDF

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Publication number
EP0587517B1
EP0587517B1 EP93440069A EP93440069A EP0587517B1 EP 0587517 B1 EP0587517 B1 EP 0587517B1 EP 93440069 A EP93440069 A EP 93440069A EP 93440069 A EP93440069 A EP 93440069A EP 0587517 B1 EP0587517 B1 EP 0587517B1
Authority
EP
European Patent Office
Prior art keywords
rails
cradle
point
cross members
bolts
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP93440069A
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English (en)
French (fr)
Other versions
EP0587517B2 (de
EP0587517A1 (de
Inventor
Gérard Testart
Frédéric Hege
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
COGIFER Compagnie Generale dInstallations Ferroviaires SA
Original Assignee
COGIFER Compagnie Generale dInstallations Ferroviaires SA
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Publication date
Application filed by COGIFER Compagnie Generale dInstallations Ferroviaires SA filed Critical COGIFER Compagnie Generale dInstallations Ferroviaires SA
Publication of EP0587517A1 publication Critical patent/EP0587517A1/de
Publication of EP0587517B1 publication Critical patent/EP0587517B1/de
Application granted granted Critical
Publication of EP0587517B2 publication Critical patent/EP0587517B2/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B7/00—Switches; Crossings
    • E01B7/10—Frogs
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B7/00—Switches; Crossings
    • E01B7/10—Frogs
    • E01B7/14—Frogs with movable parts

Definitions

  • the present invention relates to the field of construction of railway track equipment, in particular the crossing hearts, and has for object a embedding of the movable point in the cradle of a crossing heart incorporated in the long welded rails.
  • the invention also relates to a method for making such an installation.
  • Such a cradle is generally constituted by a one-piece element, preferably made of manganese steel, and by an element formed by rails joined to the part monobloc by welding, or by any other form of assembly, said element being stiffened by plates placed from below.
  • the installation of the movable point in the cradle is particularly important in appliances incorporated in long welded rails, because they are stressed by vertical forces due to the passage of vehicles and by traction or compression forces due to temperature variations in long welded rails.
  • EP-A-0 365 450 a recess of the moving point in the cradle of a crossing heart incorporated into the long welded rails, said said cradle being composed of two elements, namely an element monobloc and an element constituted by two rails and connected to the movable point by a bonded assembly.
  • a relationship mechanical between the moving tip and the two rails of the cradle is also known from AT-A-343 711.
  • EP-A-0 282 796 and EP-A-0 298 950 describe a mechanical connection between the tip and the hare's feet with a fixed point crossing heart.
  • the object of the present invention is to overcome this disadvantage by proposing a recess of the point movable in the cradle of an incorporated crossing heart in long welded rails, providing a connection durable between the different elements and preventing any risk of rupture of the clamping means.
  • the invention also relates to a method for carrying out the installation, characterized in that it includes a temporary assembly phase for the various elements of the moving point and the cradle of the heart of crossing and a final phase of setting up removable mechanical connection means.
  • FIGS. 1 to 4 of the accompanying drawings the embedding of the movable point 1 in the cradle 2 with an incorporated crossover heart in the long welded rails, said recess allowing the transmission of forces of expansion of the rails of current track to said cradle, while absorbing the forces due to vehicle rolling, said cradle 2 being composed of two elements, know a monobloc element 2 'and a 2 "element made up by two rails 3 and 4 and connected to the monobloc element 2 ' by welding or any other form of assembly, the connection between the moving tip 1 and the element 2 "of the cradle consisting of two rails 3 and 4 being produced by an assembly essentially mechanical by means of bolts 7, is characterized in that a significant part of the effort of traction or compression generated by long welded rails is transmitted by friction of spacers 5 and 6 integral with the moving tip 1 and the element 2 " of the cradle formed by the two rails 3 and 4
  • High strength bolts 7 and 8 cooperate with 5 ', 5 “and 6', 6" sections of spacers 5 and 6 and with rails 3 and 4 by means of cotter pins 11 and 12, made of spring steel, serving, on the one hand, as a sheath to said bolts 7 and 8, whose heads 8 ′ are supported by means of parts 13 on the external faces rails 3 and 4 and including the nuts 7 "and 8", as well as the heads 7 ′ of the bolts 7 bear on the profiles 5 ', 5 "and 6', 6" from spacers 5 and 6 via washers 14 and, on the other hand, shear with longitudinal forces, by resumption of longitudinal stresses in the event of cancellation of the friction.
  • the cotter pins cross the rails 3 and 4 and the movable tip 1 by means of holes, whose diameters are barely smaller than those of said pins. It follows that the longitudinal displacements rails relative to the crossing core are extremely limited. In addition, the longitudinal forces shear are taken up by the split pins 11 and 12, so that the high-strength bolts 7 and 8 are only applied to traction.
  • the spacers 5 and 6 transmit by friction, from point 1 to cradle 2, a significant part of the tensile or compressive force generated by the long welded rails. The rest of these efforts are absorbed by the shear strength of the split pins 11 and 12 in spring steel forming the sheaths of bolts 5 and 6.
  • the assembly of the recess according to the invention is designed in such a way that in the event of cancellation friction, cotter pins 11 and 12 are capable to absorb the overall effort by shearing.
  • the invention also relates to a method for carrying out the installation, characterized in that it includes a temporary assembly phase for the various elements of the moving point 1 and the cradle 2 of the heart crossing and a final phase of setting up removable mechanical connection means.
  • the process consists of fix the 5 "and 6" profiles on the tip 1, the profile 5 'on rail 3 and profile 6' on rail 4, to be positioned with precision point 1 and rails 3 and 4, at present the bars 9 and 10 and bring them together respectively 5, 5 "and 6 ', 6" profiles with weld, then remove the spacers 5, 6, spreading rails 3 and 4, as shown in FIG. 4, and, finally, to permanently weld the bars 9 and 10.
  • the final phase of the process consists in putting in place the split pins 11 and 12, to install the spacers 5 and 6 and fix them with the bolts high resistance 7 and 8.
  • the embedding device according to the invention is applicable to a moving tip core, of which the tip 1 and the rails 3 and 4 are of different height, as shown in Figures 5 and 6.
  • the invention is applicable to constructions whose tip 1 and / or rails 3 and 4 are made of rail profiles asymmetrical section.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Seats For Vehicles (AREA)
  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
  • Road Paving Structures (AREA)
  • Pressure Welding/Diffusion-Bonding (AREA)
  • Connection Of Plates (AREA)

Claims (10)

  1. Lagerung einer beweglichen Spitze (1) an einem Träger (2) eines Kreuzungsherzstücks langer geschweißter Eisenbahnschienen, wobei die Lagerung die Übertragung von Beanspruchungen aufgrund einer Ausdehnung der Schienen auf den Träger erlaubt und dabei die Beanspruchungen aufgrund des Fahrzeugumlaufs aufnimmt, wobei der Träger (2) aus zwei Elementen zusammengesetzt ist, nämlich aus einem Einblockelement (2') und einem aus zwei Schienen (3, 4) bestehenden Element (2"), welches durch Verschweißen oder eine beliebige andere Form der Verbindung mit dem Einblockelement (2) verbunden ist und wobei die Verbindung zwischen der beweglichen Spitze (1) und dem aus zwei Schienen (3, 4) bestehenden Element (2") des Trägers durch eine im wesentlichen mechanische Verbindung mittels Bolzen (7) realisiert ist, dadurch gekennzeichnet, daß ein wesentlicher Teil der durch die langen geschweißten Eisenbahnschienen erzeugten Zug- oder Druckbeanspruchung durch Reibung von Distanzstücken (5, 6) übertragen wird, die mit der beweglichen Spitze (1) und dem aus den zwei Schienen (3 und 4) bestehenden Element (2") des Trägers verbunden sind und sich am Grund der Innenseite der Schienen abstützen und daß die restliche Beanspruchung durch geteilte Stifte (11 und 12) absorbiert wird, die mit den an den Distanzstücken (5 und 6), den Schienen (3 und 4) und der beweglichen Spitze (1) klemmend gehaltenen Bolzen hoher Festigkeit (7 und 8) derart zusammenwirken, daß die Verbindungsbolzen lediglich auf Zug beansprucht werden.
  2. Lagerung nach Anspruch 1, dadurch gekennzeichnet, daß die Distanzstücke (5 und 6) einerseits mittels Bolzen hoher Festigkeit (7) an der beweglichen Spitze (1) und andererseits über Bolzen hoher Festigkeit (8) an den Schienen (3 und 4) des Elementes (2") des Trägers (2) befestigt sind.
  3. Lagerung nach einem der Ansprüche 1 und 2, dadurch gekennzeichnet, daß die Distanzstücke (5, 6) jeweils als Paar von Profilen (5', 5" und 6', 6") ausgebildet sind, welche sich am Grund der Innenseite der Schienen abstützen und Öffnungen für eine Laschenverbindung zum Verspannen der Bolzen hoher Festigkeit aufweisen, welche Laschenverbindung eine große Reibkraft Innenseite auf Innenseite erlaubt, wobei die Profile (5', 5" und 6', 6") eines jeden Paares untereinander jeweils mittels Stegen (9, 10) verbunden sind.
  4. Lagerung nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die geteilten Stifte (11 und 12), die mit den Profilen (5', 5" und 6', 6") der Distanzstücke (5 und 6) und mit den Bolzen hoher Festigkeit (7 und 8) zusammenwirken, aus Federstahl bestehen und zum einen als Hülsen für die Bolzen (7 und 8) dienen, deren Köpfe (8') sich über Stücke (13) auf den Außenseiten der Schienen (3 und 4) und deren Muttern (7" und 8") sich ebenso wie die Köpfe (7') der Bolzen (7) auf den Profilen (5', 5" und 6', 6") der Distanzstücke (5 und 6) über Unterlegscheiben (14) abstützen und welche andererseits als Scherstücke bei Längsbeanspruchung dienen, indem sie die bei Überwindung der Reibkraft auftretenden Längsbelastungen aufnehmen.
  5. Lagerung nach Anspruch 4, dadurch gekennzeichnet, daß die geteilten Stifte die Schienen (3 und 4) und die bewegliche Spitze (1) über Öffnungen durchdringen, deren Durchmesser kaum kleiner sind als die Durchmesser der Stifte.
  6. Lagerung nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß sie bei einem Herzstück mit beweglicher Spitze verwendet wird, dessen Spitze (1) und Schienen (3 und 4) unterschiedliche Höhe besitzen.
  7. Lagerung nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß sie bei Konstruktionen angewandt wird, deren Spitze (1) und/oder Schienen (3 und 4) als Schienenprofile mit asymmetrischem Querschnitt ausgeführt sind.
  8. Verfahren zur Erstellung der Lagerung nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, daß es eine vorläufige Phase der Montage der verschiedenen Elemente einer beweglichen Spitze (1) und eines Trägers (2) des Kreuzungsherzstücks sowie eine abschließende Phase der Anordnung mechanischer Mittel zur lösbaren Verbindung umfaßt.
  9. Verfahren nach Anspruch 8, dadurch gekennzeichnet, daß es in der vorläufigen Phase darin besteht, die Profile (5" und 6") zur Bildung der Distanzstücke (5 und 6) an einer Spitze (1), ein Profil (5') zur Bildung des Distanzstücks (5) an einer Schiene (3) eines Elementes des Trägers und ein Profil (6') zur Bildung des Distanzstücks (6) an einer Schiene (4) des genannten Elementes des Trägers zu befestigen, die Spitze (1) und die Schienen (3, 4) genau auszurichten, die Stege (9, 10) vorzulegen und jeweils mit den Profilen (5, 5" und 6', 6") durch Schweißpunkte zu verbinden, dann die Distanzstücke (5, 6) unter Spreizen der Schienen (3, 4) abzulegen und schließlich die Stege (9, 10) endgültig zu verschweißen.
  10. Verfahren nach Anspruch 8, dadurch gekennzeichnet, daß seine abschließende Phase darin besteht, die geteilten Stifte (11 und 12) in Position zu bringen, die Distanzstücke (5 und 6) anzusetzen und diese mit Hilfe von Bolzen hoher Festigkeit (7 und 8) zu befestigen.
EP93440069A 1992-09-11 1993-08-31 Einbau einer beweglichen Herzstückspitze in einer Kreuzung langer geschweisster Eisenbahnschienen und Verfahren dazu Expired - Lifetime EP0587517B2 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9211016 1992-09-11
FR9211016A FR2695662B1 (fr) 1992-09-11 1992-09-11 Encastrement de la pointe mobile dans le berceau d'un cÓoeur de croisement incorporé dans les longs rails soudés et procédé de réalisation d'un tel encastrement.

Publications (3)

Publication Number Publication Date
EP0587517A1 EP0587517A1 (de) 1994-03-16
EP0587517B1 true EP0587517B1 (de) 1998-02-18
EP0587517B2 EP0587517B2 (de) 2001-01-24

Family

ID=9433549

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93440069A Expired - Lifetime EP0587517B2 (de) 1992-09-11 1993-08-31 Einbau einer beweglichen Herzstückspitze in einer Kreuzung langer geschweisster Eisenbahnschienen und Verfahren dazu

Country Status (11)

Country Link
US (1) US5366184A (de)
EP (1) EP0587517B2 (de)
KR (1) KR100252372B1 (de)
AT (1) ATE163311T1 (de)
CA (1) CA2105901C (de)
DE (2) DE587517T1 (de)
ES (1) ES2056769T5 (de)
FR (1) FR2695662B1 (de)
GR (3) GR940300051T1 (de)
HK (1) HK1005208A1 (de)
TW (1) TW240268B (de)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2737739B1 (fr) * 1995-08-10 1997-10-24 Cogifer Pointe mobile de coeur de croisement pour appareils de voie ferree de tres grande longueur, incorpores dans les longs rails soudes
ES2137807B1 (es) * 1996-04-29 2000-08-16 Jez Sistemas Ferroviarios S L Cruzamiento agudo de punta movil para ferrocarril.
US5743496A (en) * 1997-02-19 1998-04-28 Upcor, Inc. Railroad frog crossing bolt and nut assembly for clamping railroad rail sections together
FR2887898B1 (fr) * 2005-07-04 2009-06-05 Vossloh Cogifer Sa Coeur de croisement a pointe mobile pour voie ferree
ES2488765T3 (es) 2011-02-08 2014-08-28 Jez Sistemas Ferroviarios, S.L. Corazón agudo de punta móvil para ferrocarril
ES2485240B2 (es) * 2013-02-08 2015-05-19 Talleres Alegría S.A. Cuna soporte para dispositivos de desvío ferroviario corazón de punta móvil
CN105544316B (zh) * 2015-12-10 2017-03-15 湖南中创轨道工程装备有限公司 一种单开道岔及其7号单开道岔、8号单开道岔、9号单开道岔

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BE542569A (de) *
US660000A (en) * 1899-12-22 1900-10-16 Emery H Bryant Rail-connector.
US1721460A (en) * 1928-04-14 1929-07-16 Frank L Mariman Railway-switch heel block
US2405407A (en) * 1941-08-13 1946-08-06 John E Conley Railway frog
DE946066C (de) * 1954-10-27 1956-07-26 Gussstahlwerk Bochumer Ver Ag Doppelherzstueck in Blockausfuehrung mit stirnendig angeschweissten Schienen
CH402913A (fr) * 1963-04-16 1965-11-30 Const J Kihn Atel Coeur de croisement
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JPS4815681B1 (de) * 1968-11-09 1973-05-16
DE8105454U1 (de) † 1981-02-26 1982-07-15 BWG Butzbacher Weichenbau GmbH, 6308 Butzbach "herzstueck"
DE3634231A1 (de) † 1986-10-08 1988-04-14 Schwihag Gmbh Sicherungsvorrichtung zur verhinderung der relativen laengsverschiebung bzw. wanderung zwischen den zungenschienen und den backenschienen und/oder den fluegelschienen und dem herzstueck in kreuzung und weichen von gleisanlagen
ES2018057B3 (es) * 1987-03-13 1991-03-16 Butzbacher Weichenbau Gmbh Corazon de agujas para cambio de via o cruce
JPH0410241Y2 (de) * 1987-04-13 1992-03-13
AT388763B (de) * 1987-07-08 1989-08-25 Voest Alpine Ag Herzstueck
AT390084B (de) * 1988-05-20 1990-03-12 Voest Alpine Maschinenbau Weiche mit einem herzstueck mit beweglicher haupt- und beispitze
CA1324364C (fr) * 1988-10-14 1993-11-16 Gerard Testart Coeur de croisement a pointe mobile et procede de fabrication d'un tel coeur de croisement
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JPH0814082B2 (ja) * 1990-08-27 1996-02-14 財団法人鉄道総合技術研究所 クロッシング用ノーズレールの形成方法およびクロッシングの形成方法
DE4224156A1 (de) † 1992-07-22 1994-01-27 Butzbacher Weichenbau Gmbh Gleisabschnitt

Also Published As

Publication number Publication date
DE69317025T2 (de) 1998-09-03
ATE163311T1 (de) 1998-03-15
ES2056769T3 (es) 1998-06-16
CA2105901A1 (fr) 1994-03-12
HK1005208A1 (en) 1998-12-24
ES2056769T1 (es) 1994-10-16
DE69317025D1 (de) 1998-03-26
GR3035720T3 (en) 2001-07-31
GR940300051T1 (en) 1994-08-31
US5366184A (en) 1994-11-22
TW240268B (de) 1995-02-11
DE69317025T3 (de) 2001-08-16
EP0587517B2 (de) 2001-01-24
KR100252372B1 (ko) 2000-04-15
KR940007302A (ko) 1994-04-27
FR2695662A1 (fr) 1994-03-18
GR3026420T3 (en) 1998-06-30
DE587517T1 (de) 1995-04-06
ES2056769T5 (es) 2001-04-16
EP0587517A1 (de) 1994-03-16
FR2695662B1 (fr) 1994-11-18
CA2105901C (fr) 2004-08-24

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