EP0498711A1 - Schieneneinrichtung für Eisenbahnfahrzeuge mit Luftreifen und Zentralem Führungsrad, und Verfahren für dessen Herstellung - Google Patents

Schieneneinrichtung für Eisenbahnfahrzeuge mit Luftreifen und Zentralem Führungsrad, und Verfahren für dessen Herstellung Download PDF

Info

Publication number
EP0498711A1
EP0498711A1 EP92400277A EP92400277A EP0498711A1 EP 0498711 A1 EP0498711 A1 EP 0498711A1 EP 92400277 A EP92400277 A EP 92400277A EP 92400277 A EP92400277 A EP 92400277A EP 0498711 A1 EP0498711 A1 EP 0498711A1
Authority
EP
European Patent Office
Prior art keywords
formwork
track
intended
concrete
wings
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
Application number
EP92400277A
Other languages
English (en)
French (fr)
Other versions
EP0498711B1 (de
Inventor
Gérard Testart
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.)
Filing date
Publication date
Application filed by COGIFER Compagnie Generale dInstallations Ferroviaires SA filed Critical COGIFER Compagnie Generale dInstallations Ferroviaires SA
Priority to AT92400277T priority Critical patent/ATE101889T1/de
Publication of EP0498711A1 publication Critical patent/EP0498711A1/de
Application granted granted Critical
Publication of EP0498711B1 publication Critical patent/EP0498711B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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
    • E01B7/00—Switches; Crossings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00—Special pavings; Pavings for special parts of roads or airfields
    • E01C9/02—Wheel tracks
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B25/00—Tracks for special kinds of railways
    • E01B25/28—Rail tracks for guiding vehicles when running on road or similar surface
    • 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

Definitions

  • the present invention relates to rail transport and, more particularly, to those which use vehicles carried by wheels fitted with tires and provided with a median guide roller and which use track apparatus comprising, in addition to tracks for traffic pneumatic wheels, a central roller guide rut for the direction of vehicles when passing switches.
  • the special track devices for the circulation of vehicles mounted on tires and equipped with a guide roller to ensure deviation from a change of direction were designed for traditional mounting on wooden sleepers, with possible interposition of saddles or plates, the roller guide device or rut and the rolling tracks which are most often made of I-shaped steel beams, while in practice the type of installation of the specific route concerned and the devices associated with it is by no means a conventional installation.
  • the installation of this equipment is made on a concrete slab which is poured into the track equipment around the sleepers which disappear there approximately on two thirds of their height; this The consequence of this technique is to impose a modification of the arrangement of the reinforcements, of the concrete reinforcement of the slab in this area.
  • the object of the invention is to build a track apparatus for a railway network using vehicles carried by pneumatic wheels and guided by a median roller, which is placed without crosspiece to ensure greater homogeneity of the reinforced concrete slab and which uses this slab to anchor directly on it the various sub-assemblies which constitute such a device.
  • the invention also aims to build such a track apparatus with running tracks which optimizes the implementation of mechanical industrial techniques and public works while maintaining the separation between the superstructure of the apparatus and the slab in order to allow the dismantling of the superstructure and its possible replacement.
  • the invention relates to a track apparatus for railway installations using vehicles carried by wheels equipped with tires and provided with a median guide roller, and comprising tracks for the circulation of tires wheels, a central guide rut of the roller for the direction of the vehicles at the passage of the switches and the gutters closed at least locally by covers to ensure the continuity of the raceways in the bifurcation or intersection areas of these tracks.
  • This device is characterized in that it comprises tracks made of metal I-beams, one of the wings of which is intended to support the tires, the core of which is intended to receive flat irons approximately perpendicular to it, and the l '' at least one of the wings is intended to receive stiffening flat irons practically parallel to the core, gutters made if necessary from a metal U-shaped gutter intended to be fixed at least partially to one of these flat irons and wings, and open towards the wing intended to support the tires, these wings, core, flat bars and gutter being joined together to form a formwork where concrete is poured whose level is flush with that of the wings.
  • Track devices for railway installations of the type concerned by the invention are well known in the art. This is why only that which relates directly or indirectly to the invention will be described and represented. For the rest, the specialist in the technique considered will draw on the current conventional solutions at his disposal to deal with the particular problems with which he is confronted.
  • Figure 1 appear cross members T in wood, a central guide device G or rut, tracks 1 and 3 on the left, and 2 and 4 on the right.
  • the straight track 1 in this case, consists of an I-beam, and has no discontinuity; it can be likened to the right counter-needle of a traditional switch for a classic railroad.
  • the raceway 2, curvilinear in this case, also consists of an I-beam, and does not have any discontinuity; it can be compared to the curved counter-needle of a common switch.
  • the tracks 3, on the left, and 4, on the right can be assimilated to the curved and right needles of a current switch, respectively, with guidance.
  • the rolling tracks 3 and 4 are themselves discontinuous and composed of several elements: fixed elements 30 and 40, respectively, made of I-beams, and removable elements 70 such as channel covers 50.
  • FIGS. 2 and 3 appear a concrete slab D and the channel 50 which is fixed to the beam of the runway 1.
  • the design of such a channel meets two imperatives: serve as a support for the covers 70 which locally extend the tracks and allow the passage of cables and other similar electrical conductors necessary for the control of vehicles.
  • the track-channel assembly is laid by means of a plate (P), for example, as illustrated.
  • switch denotes a bifurcation of a line of rails or tracks in the same hand and by “crossing” an intersection of two lines of rails or tracks of opposite hands.
  • FIG. 4 is a plan representation of a switch of a switchgear according to the invention, and to FIGS. 5, 6 and 7 which are sections along the lines VV, VI-VI and VII -VII of Figure 4, respectively.
  • a continuous metallic track 1a rectilinear in this case, consisting of a metallic I-beam whose core A is used to serve as the vertical upright of a metal formwork intended to receive concrete.
  • a vertical upright inside this formwork is constituted by a vertical flat iron 11a which is connected to a metal track element such as a plate 10a; the ends on the "toe" side and the "heel" side of the formwork are constituted by vertical bars 111a and 115a respectively.
  • a U-shaped gutter 51a intended to be embedded in the concrete will receive covers constituting a part of the track; this other part of the track is made of steel or concrete.
  • the assembly is placed on plates 10a which allow the mounting of the track frames of the subassembly thus formed on the slab.
  • the plates 10a are preferably made of weldable steel and pierced with holes 101a which make it possible to fix them to the slab using anchor bolts not shown in the drawing. Their spacing corresponds to the length of covers.
  • Track 1a which is continuous, is formed by one of the wings L of an I-beam.
  • the part 30a of track 3a, which is discontinuous, also consists of an I-beam which is stiffened by flat irons 112a, 113a and 114a vertical; a recess 60a provides access to the anchor bolts.
  • the part 31a of the track 3a is itself composite. It includes concrete areas and areas formed by covers (not shown in the drawing) resting in the channels 50a delimited by the gutters 51a.
  • a metal formwork is constructed, one side of which is the core of the I-beam 1a.
  • the opposite side of this formwork is constituted by a vertical flat iron 11a whose height is equal to that of the I-beams of the tracks.
  • This flat iron 11a is assembled, preferably by welding, to a vertical flat iron 111a intended to close this formwork on the "tip" side, and to a vertical flat iron 117a which makes it possible to close this formwork on the core of the part 30a.
  • a vertical flat iron 118a connects the core of the part 30a to the stiffening flat iron 114a which closes this formwork laterally in "heel".
  • a flat iron 115a which connects the core of the track 1a to the stiffening flat iron 114a closes this formwork at the end.
  • a channel 50a consisting of a gutter 51a made for example of a flat iron bent in a U. This channel is preferably assembled by welding, with a tip to the vertical flat iron 111a and in heel at vertical flat iron 115a.
  • Vertical stiffeners 116a link the channel to the vertical flat iron 11a.
  • This channel also comprises housings 52a necessary for fixing the covers constituting the track; these housings also serve, at the right of the plates to which they are welded, to support the channels 50a. These channels also preferably include water drainage holes not shown in the drawing.
  • the right sub-assembly is composed of the continuous track 2a and the discontinuous track which comprises the parts 40a and 41a.
  • the construction technique of the right sub-assembly is identical to that of the left sub-assembly.
  • Flat irons 1111a, 1114a, 1115a, 1117a, 1118a vertical which limit a formwork play the same role as the vertical flat irons 111a, 114a, 115a, 117a, 118a.
  • the various elements which serve to constitute this half switch are fixed to the plates 10a preferably by welding, but can be by any other suitable technique.
  • Track 100a which extends the track la.
  • This track consists of a metallic I-beam and rests on 2001a saddles. In this case, this piece is straight.
  • track 200a which extends track 2a. It consists of a metal I-beam, and rests on the 2001a saddles; in this case, this track is curvilinear. Tracks 100a and 200a play the role of the outer rails of a crossing classic.
  • the continuous metal track 300a curvilinear in this case, follows the track 3a. It consists of an I-beam whose core serves as the vertical upright of a formwork intended to receive concrete.
  • the internal vertical upright of this formwork is constituted by a vertical flat iron which is connected to the core of a metal track element 401a; the ends on the toe side and the heel side of this formwork consist of vertical flat bars.
  • a gutter 500a delimited by a gutter 501a which is intended to be embedded in the concrete, will receive the covers constituting the track in its part 402a; the elements 401a and 403a of the track 400a are metallic; the whole is placed on plates 1001a.
  • the plates 1001a are preferably made of weldable steel and pierced with holes 1011a which make it possible to fix them to the slab using anchor bolts not shown in the drawing.
  • the continuous track 300a is composed of an I-beam. It is stiffened, on the point side, by a vertical flat iron 310a (FIGS. 8 and 9).
  • the part 403a of the runway 400a is composed of an I-beam and is stiffened at its end, tip side, by a vertical flat iron 410a ( Figures 8 and 12).
  • the element and part 401a, 402a form the composite track 400a.
  • a metal track 401a is constituted by the I-beam stiffened by a vertical flat iron 422a and areas of concrete and areas made of covers (not shown in the drawing) resting on the gutter 500a.
  • the inner edge of the formwork is constituted by a vertical flat iron 502a extended in return by a vertical flat iron 503a which closes the formwork on the web of the I-beam 401a, point side, and on the vertical flat iron 424a, heel side , whose weld to the core of the beam 300a completes the heel formwork.
  • a vertical flat iron 423a closes the formwork by connecting the web of the beam 501a to the web of the beam 300a.
  • This gutter is preferably assembled by welding with vertical flat irons 423a and 424a.
  • the channel 500a has holes 522a providing access to the anchor bolts. Tubes delimiting these orifices also constitute, if necessary, supports for the gutter. Hoods, not shown in the drawing, close the channel 500a to form the track.
  • the second phase of prefabrication consists in completing the composite sub-assemblies by pouring concrete into the formwork of appropriate quality.
  • the assembly which constitutes the switchway makes right and left tracks, half-switches, crossing and guidance or rut is positioned on the site at altitude, layout and spacing, in its final position before casting of the slab. proper.
  • the slab is poured down to the lower level of plates.
  • FIG. 13 is a plan view of another embodiment of the invention.
  • a continuous metallic track 1b rectilinear in the case of this figure, consisting of an I-beam whose core serves as the vertical upright outside of a formwork intended to receive concrete to form a track 3b; the formwork of the track is limited on the interior side and at the ends by vertical flat bars, and gutters necessary for the passage of electric cables are provided during the pouring of the concrete of the track; the whole is placed on plates.
  • the plates 10b are preferably of weldable steel and pierced with holes 101b which allow them to be fixed to the concrete slab using anchor bolts, not shown in the drawing.
  • the track 1b which is continuous, is made of an I-beam fixed to the plates 10b preferably by welding, but which can be by bolts or rivets.
  • the concrete runway 3b is contained in a formwork formed, on one side by the core of the beam 1b, on the other side by a vertical flat iron 11b extended by flat bars 12b and 13b; the two ends of this formwork consist of vertical flat bars 111b, toe side, and 115b, heel side.
  • the flat iron 111b is preferably welded to the core of the beam 1b, to the plate 10b and to the flat iron 11b.
  • the flat iron 115b is preferably welded to the core of the beam 1b, to the plate 10b and to the flat iron 13b welded on the other hand to the flat iron 12b, itself welded to the flat iron 11b.
  • the flat iron 11b is welded to the plates 10b; on the other hand, stiffeners 117b welded to the core of the beam 1b and to brackets 116b, themselves welded to the vertical flat iron 11b, ensure the right of the plates 10b a connection between the vertical flat iron 11b and the beam 1b.
  • a recess 60b limited by a U-shaped screen 121b, provides access to the anchor bolts.
  • the right sub-assembly is composed of a metal track 2b.
  • Track 4b is made of concrete poured into a formwork made up of vertical flat bars 211b, 21b, 22b, 23b, 24b, 24b, 215b.
  • the cable channels 50b are made when the concrete is poured.
  • Figure 17 which is a plan view of this crossing
  • Figures 18, 19, 20, 21 which are sections along lines XVIII- XVIII, XIX-XIX, XX-XX and XXI-XXI of Figure 17.
  • FIG. 17 we can observe, on the left outer side of the sub-assembly, a track 100b which extends track 1b, and which consists of a steel I-beam, and rests on saddles 2001b.
  • the track 100b is rectilinear.
  • the track 200b is curvilinear.
  • the beams of tracks 100b and 200b play the role of the outer rails of a conventional crossing.
  • a continuous track 300b curvilinear in the case of this figure, follows the track 3a. It consists of an I-beam whose core serves as the upright of a formwork intended to receive concrete which will constitute the central part 402b of a track 400b, which follows track 4b; it is further composed of elements 401b and 402b.
  • the formwork of the central part 402b is constituted on two sides by vertical flat bars 423b, 424b perpendicular to the core of the beam 300b, and a set of bars connecting the flat bars in question.
  • the assembly is arranged on plates.
  • the plates 1001b are made of weldable steel and pierced with holes 1011b which allow them to be fixed to the slab using anchor bolts not shown in the drawing.
  • the track 300b which is continuous and composed of an I-beam, is stiffened at its end on the tip side by a vertical flat iron 310b.
  • the track 300b is fixed to the plates 1001b preferably by welding, but can be fixed by bolts or rivets.
  • the part 403b of the runway 400b is composed of an I-beam, and stiffened at its end on the tip side. It is fixed to the plates 1001b in the same way as the track 300b.
  • Part 401b of runway 400 is made up of a stiffened I-beam at its side end pointed by a vertical flat iron 422b.
  • the formwork which makes it possible to produce the part 402b of the track 400b consists of a vertical flat iron 424b, of the same height as the I-beam of the track, welded to the core of the beam of the track 300b and to the platinum 1001b on which it rests.
  • This iron constitutes one end of the formwork; the other end of the formwork is constituted by a vertical flat iron 423b of the same height as the I-beam of the track 300b.
  • This flat iron is welded to the core of the beam of the runway 300b and to the plate 1001b on which it rests; it is also welded to the core and the wings of the I-beam constituting the track 401b.
  • the last side of the formwork consists of flat bars 502b, 503b which are welded to flat bars 423b and 424b.
  • a flat iron 417b stiffener also joins the web of the beam of the track 300b to a bracket 416b welded to the flat iron 502b.
  • Channels 50b are made when the concrete of part 402b of runway 400 is poured into its formwork.
  • the mechanical sub-assemblies making it possible to manufacture the right-hand half-point, the left-hand half-point and the actual crossing being thus constructed, the second phase of prefabrication consists in completing the composite sub-assemblies by pouring into the formwork thus made concrete of appropriate quality, and reserving the location of channels 50b.
  • the set consisting of right and left tracks, half-points, crossing and guidance or rut, is positioned on the site at altitude, layout and spacing in its final position.
  • the slab is poured down to the lower level of the plates.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Platform Screen Doors And Railroad Systems (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Escalators And Moving Walkways (AREA)
  • Automobile Manufacture Line, Endless Track Vehicle, Trailer (AREA)
  • Automatic Assembly (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Tires In General (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)
  • Road Signs Or Road Markings (AREA)
EP92400277A 1991-02-05 1992-02-03 Schieneneinrichtung für Eisenbahnfahrzeuge mit Luftreifen und Zentralem Führungsrad, und Verfahren für dessen Herstellung Expired - Lifetime EP0498711B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT92400277T ATE101889T1 (de) 1991-02-05 1992-02-03 Schieneneinrichtung fuer eisenbahnfahrzeuge mit luftreifen und zentralem fuehrungsrad, und verfahren fuer dessen herstellung.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9101277 1991-02-05
FR9101277A FR2672316B1 (fr) 1991-02-05 1991-02-05 Appareil de voie pour vehicules ferroviaires sur pneumatiques a galet de guidage median et procede pour sa fabrication.

Publications (2)

Publication Number Publication Date
EP0498711A1 true EP0498711A1 (de) 1992-08-12
EP0498711B1 EP0498711B1 (de) 1994-02-23

Family

ID=9409363

Family Applications (1)

Application Number Title Priority Date Filing Date
EP92400277A Expired - Lifetime EP0498711B1 (de) 1991-02-05 1992-02-03 Schieneneinrichtung für Eisenbahnfahrzeuge mit Luftreifen und Zentralem Führungsrad, und Verfahren für dessen Herstellung

Country Status (11)

Country Link
US (1) US5224672A (de)
EP (1) EP0498711B1 (de)
JP (1) JPH0551904A (de)
KR (1) KR0154989B1 (de)
AT (1) ATE101889T1 (de)
BR (1) BR9200364A (de)
CA (1) CA2060620C (de)
DE (1) DE69200051T2 (de)
ES (1) ES2051610T3 (de)
FR (1) FR2672316B1 (de)
HU (1) HU215422B (de)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10016015A1 (de) * 2000-03-31 2001-10-04 Butzbacher Weichenbau Gmbh Oberbau-Zungenvorrichtung
CA2387824C (en) * 2002-05-29 2007-08-07 Vae Nortrak North America Inc. Tongue switch
FR2861102B1 (fr) * 2003-10-20 2006-03-17 Lohr Ind Troncon modulaire de voie pour vehicule de transport urbain autoguide sur pneumatiques
US8534613B2 (en) * 2010-09-17 2013-09-17 Terry D. Wurzer Expansion joint for a cable tray apparatus for a people mover system
AT512626B1 (de) * 2012-03-09 2014-05-15 Voestalpine Weichensysteme Gmbh Schienenweiche mit einem Stammgleis und einem Zweiggleis

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR910725A (fr) * 1945-05-14 1946-06-17 Hourdis préfabriqué
US4970962A (en) * 1988-06-27 1990-11-20 Aeg Westinghouse Transportation Systems, Inc. Double turnout rotary guideway switch

Family Cites Families (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE23508C (de) * H. GRENGEL in Berlin Neuerung an Weichenzungen für Strafsenbahnen
US795232A (en) * 1904-03-10 1905-07-18 Lorain Steel Co Slot-switch.
US816308A (en) * 1905-07-21 1906-03-27 Matthew S Farmer Switch.
US816646A (en) * 1905-08-24 1906-04-03 J G White And Company Inc Point or switch for electric tramways working upon the slot-conduit system.
US820406A (en) * 1905-12-09 1906-05-15 James G Flugan Sr Railroad-frog.
US915857A (en) * 1908-08-19 1909-03-23 Patrick Healy Switch-throwing device.
US1009149A (en) * 1911-05-05 1911-11-21 Andrew Johnson Switch-shifting device.
FR445545A (fr) * 1912-02-11 1912-11-13 Societe Autrichienne-Hongroise Priv Des Chemins De Changement de voie à aiguilles flexibles
US1721460A (en) * 1928-04-14 1929-07-16 Frank L Mariman Railway-switch heel block
US1788622A (en) * 1929-07-13 1931-01-13 Bethlehem Steel Corp Railway-track structure
US3019741A (en) * 1956-10-30 1962-02-06 Mechanical Handling Sys Inc Switch structure for conveyor system
US3593668A (en) * 1969-07-24 1971-07-20 Stanray Corp Static switch
JPS50130103A (de) * 1974-04-01 1975-10-15
FR2307689A1 (fr) * 1975-04-14 1976-11-12 Matra Engins Appareil de guidage central de vehicules
US4090452A (en) * 1975-12-11 1978-05-23 Westinghouse Electric Corp. Power rail, control signal rail and guide beam arrangement for a transporting system
DE2649314A1 (de) * 1976-10-29 1978-05-03 Zueblin Ag Fahrstrasse fuer radfahrzeuge mit seitenfuehrung
JPS60214B2 (ja) * 1977-08-31 1985-01-07 松下電工株式会社 合成樹脂の流出量調節装置
DE3736886C1 (de) * 1987-10-30 1989-06-22 Georg Uttscheid Weiche fuer ein Bodentransportersystem
DE58905652D1 (de) * 1988-02-25 1993-10-28 Butzbacher Weichenbau Gmbh Schienenbefestigungsplatte wie Gleitstuhl.
AT390084B (de) * 1988-05-20 1990-03-12 Voest Alpine Maschinenbau Weiche mit einem herzstueck mit beweglicher haupt- und beispitze
DE3902949A1 (de) * 1989-02-01 1990-08-09 Thyssen Industrie Fahrwegtraeger fuer magnetbahnen

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR910725A (fr) * 1945-05-14 1946-06-17 Hourdis préfabriqué
US4970962A (en) * 1988-06-27 1990-11-20 Aeg Westinghouse Transportation Systems, Inc. Double turnout rotary guideway switch

Also Published As

Publication number Publication date
CA2060620A1 (fr) 1992-08-06
US5224672A (en) 1993-07-06
ES2051610T3 (es) 1994-06-16
JPH0551904A (ja) 1993-03-02
HU9200298D0 (en) 1992-04-28
CA2060620C (fr) 1998-08-11
HUT62045A (en) 1993-03-29
DE69200051T2 (de) 1994-06-01
FR2672316A1 (fr) 1992-08-07
DE69200051D1 (de) 1994-03-31
KR0154989B1 (ko) 1998-11-16
EP0498711B1 (de) 1994-02-23
KR920016660A (ko) 1992-09-25
ATE101889T1 (de) 1994-03-15
BR9200364A (pt) 1992-10-13
FR2672316B1 (fr) 1993-05-28
HU215422B (hu) 1998-12-28

Similar Documents

Publication Publication Date Title
EP0637647B1 (de) Element zur Herstellung von langgestreckten zusammengesetzten Strukturen wie Kastenträger, Verfahren zur Anwendung dieses Elements und nach diesem Verfahren hergestellte langgestreckte Struktur
EP1101871B1 (de) Brückenoberbau aus Stahl und Verfahren zur Herstellung einer diesen Oberbau enthaltenden Brücke
EP0498711B1 (de) Schieneneinrichtung für Eisenbahnfahrzeuge mit Luftreifen und Zentralem Führungsrad, und Verfahren für dessen Herstellung
FR2823512A1 (fr) Viaduc pour ligne ferroviaire ou autre
EP0425364B1 (de) Station für eine Eisenbahn oder andere Bahn auf einem Viadukt
EP0085608B1 (de) Verfahren und Vorrichtung zur Erstellung eines Brückenoberbaus und ähnlicher Bauten, sowie auf diese Art und Weise erstellte Bauwerke
FR2546202A1 (fr) Pont a voussoirs prefabiques et a precontrainte exterieure par cables, voussoirs pour ce pont et procedes de fabrication de ces voussoirs
FR2825728A1 (fr) Procede pour assurer la continuite de la protection procuree par un muret dans lequel des interruptions sont pratiquees, et ouvrage obtenu
WO2002086247A1 (fr) Equipement de voirie pret a l'installation et procede d'installation correspondant
EP0459857B1 (de) Weiche für Rillenführungsspur
EP2573268A1 (de) Modulare Metallbrücke, und ihr Herstellungsverfahren
EP0816568A2 (de) Leiterplanken für Fahrbahnen mit temporärem Durchgang
FR2682134A1 (fr) Voie pour systemes ferroviaires a sustentation magnetique, en construction metallique, ainsi que sa fabrication.
FR2693492A1 (fr) Pont haubanné et son procédé de réalisation.
FR2683559A1 (fr) Tirant pour construction composite modulaire, notamment pour structure portante en caisson.
FR2693491A1 (fr) Ensemble constitué par des poutres porteuses et une armature coffrante pour ouvrage mixte acier-béton, et son procédé de réalisation.
CA3219302A1 (fr) Ensemble comportant au moins un rail et un support
FR2656350A1 (fr) Viaduc pour voie de chemin de fer.
EP0514256A1 (de) Verfahren zum Herstellen von Bauwerken wie Brücken und auf diese Weise hergestellte Bauwerke
BE496547A (de)
FR2843985A1 (fr) Longeron de pont prefabrique
FR2843978A1 (fr) Procede de realisation d'un ouvrage de franchissement comportant un conduit interne
FR2910513A1 (fr) Structure multi-etage de parc de stationnement
FR2474083A1 (fr) Poutrelle d'armature prefabriquee, notamment en vue de la realisation de planchers pour renovation
FR2783540A1 (fr) Ouvrage tubulaire

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 19920613

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE ES GB IT LI NL

17Q First examination report despatched

Effective date: 19930218

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE ES GB IT LI NL

REF Corresponds to:

Ref document number: 101889

Country of ref document: AT

Date of ref document: 19940315

Kind code of ref document: T

ITF It: translation for a ep patent filed

Owner name: DR. SSA GIANNA BENEDUCE

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19940218

REF Corresponds to:

Ref document number: 69200051

Country of ref document: DE

Date of ref document: 19940331

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2051610

Country of ref document: ES

Kind code of ref document: T3

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19990118

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 19990119

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19990121

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 19990125

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19990126

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 19990216

Year of fee payment: 8

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 19990323

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20000203

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20000203

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20000204

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20000228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20000229

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20000229

BERE Be: lapsed

Owner name: CIE GENERALE D'INSTALLATIONS FERROVIAIRES COGIFER

Effective date: 20000228

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20000901

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20000203

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

NLV4 Nl: lapsed or anulled due to non-payment of the annual fee

Effective date: 20000901

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20001201

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20010910

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20050203