EP0698143A1 - Superstructure stable pour voie de chemin de fer - Google Patents

Superstructure stable pour voie de chemin de fer

Info

Publication number
EP0698143A1
EP0698143A1 EP94916953A EP94916953A EP0698143A1 EP 0698143 A1 EP0698143 A1 EP 0698143A1 EP 94916953 A EP94916953 A EP 94916953A EP 94916953 A EP94916953 A EP 94916953A EP 0698143 A1 EP0698143 A1 EP 0698143A1
Authority
EP
European Patent Office
Prior art keywords
sleepers
profile
profiles
base layer
threshold
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
EP94916953A
Other languages
German (de)
English (en)
Other versions
EP0698143B1 (fr
Inventor
Klaus Meurer
Guenter Fasterding
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.)
PROJEKTGEMEINSCHAFT FESTE FAHRBAHN SYSTEM SATO GLE
Original Assignee
PROJEKTGEMEINSCHAFT FESTE FAHRBAHN SYSTEM SATO GLEISROST MIT BETON- ODER STAHLSCHWELLEN ASPHALT- ODER BETONFAHRBAHN GmbH
PROJEKTGEMEINSCHAFT FESTE FAHR
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
Priority claimed from DE19934316664 external-priority patent/DE4316664C2/de
Application filed by PROJEKTGEMEINSCHAFT FESTE FAHRBAHN SYSTEM SATO GLEISROST MIT BETON- ODER STAHLSCHWELLEN ASPHALT- ODER BETONFAHRBAHN GmbH, PROJEKTGEMEINSCHAFT FESTE FAHR filed Critical PROJEKTGEMEINSCHAFT FESTE FAHRBAHN SYSTEM SATO GLEISROST MIT BETON- ODER STAHLSCHWELLEN ASPHALT- ODER BETONFAHRBAHN GmbH
Publication of EP0698143A1 publication Critical patent/EP0698143A1/fr
Application granted granted Critical
Publication of EP0698143B1 publication Critical patent/EP0698143B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/16Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from steel
    • E01B3/18Composite sleepers
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/007Ballastless track, e.g. concrete slab trackway, or with asphalt layers with interlocking means to withstand horizontal forces
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/001Track with ballast
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/04Direct mechanical or chemical fixing of sleepers onto underground
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/13Dowels for slabs, sleepers or rail-fixings

Definitions

  • the invention relates to a stable railway superstructure with a solid carriageway and a method for producing such a superstructure.
  • ballast track In railway technology, a distinction is made between ballast track and slab track, which mostly rests on a base made of concrete or asphalt mix.
  • a generic superstructure consisting of multilayer, high-strength asphalt layers and a track arranged thereon with steel sleepers for the rail mounting is shown in the German magazine ETR (28) 5 - 1979, pp. 437-438.
  • a Y-tie is fastened in the substructure made of asphalt base layers by means of anchor bolts welded onto a sheet metal by the height of the sleepers and the rail inclination
  • the joint between the surface of the asphalt base course and the sole of the sleeper or beyond the lower edge of the sleeper is filled with a special pouring compound.
  • An elastic rubber plate is arranged between the rail and the upper side of the sleeper, while an intermediate layer made of plastic is arranged under the rail itself, which is guided in a ribbed plate.
  • the welded-on anchor bolt also has the function of stabilizing the track in the desired position against lateral forces, transverse displacement forces and against forces which result from the rail bending and lift off the sleeper.
  • the Y sleepers can also be bonded to a thermoplastic adhesive on an asphalt base layer on their contact surface on the underside of the sleepers.
  • the sleepers can also consist of steel or wood or plastic and the substructure can also consist of concrete or steel or plastic. Furthermore, it is optionally stated that the sleepers, the elastic intermediate layer and the substructure can, if necessary, be glued together.
  • the lesson for the person skilled in the art from the invention is the arrangement of an elastic intermediate layer, as thick as possible according to the illustration given, between the threshold and substructure for damping the vibrations and noises, the corresponding lateral forces and downward forces only via this elastic layer be transmitted.
  • the invention is based on the problem of compensating not only for the lateral displacement forces acting laterally on the sleepers, but also the lifting shaft, ie forces resulting from the rail deflection which want to lift the sleepers, and an inexpensive, rapid laying method for all types of sleepers , especially for light sleepers made of steel or wood or similar materials, which can be used in such a structure.
  • the problems are solved according to the invention by claims 1 and 8.
  • Advantageous further developments of the invention are specified in the subclaims.
  • the problem is not so serious with concrete sleepers if they are so heavy that the weight forces are higher than the lifting forces.
  • the lifting forces can be, for example, approximately 5 kN when using a UIC 60 rail and a track grate with Y sleepers.
  • this lifting force and the pumping effect largely depend on the type of rail, better its moment of inertia relative to the vertical load, the threshold distance and the threshold weight, the size of the rail support on the threshold, the rollover speed of the threshold and the elasticity of the base layer. This means that different designs of the superstructure have to be provided for the varying circumstances.
  • the present invention now proposes another universally applicable fastening system for the sleepers on a solid base layer, in which profiles are arranged under the sole of the sleepers, which extend into the base layer and are glued to it.
  • the base layer is preferably coated with a tool e.g. a cutter is grooved at the points where the profiles will later lie.
  • the joint is cut larger than the cross-section of the profiles, for example by at least 20 mm wider, in order to obtain a sufficiently large recess for later grouting of the joint.
  • the grooves are preferably milled into asphalt base layers because the stones present in the base layer are cut and these cut surfaces are intended to serve as adhesive surfaces for the adhesive to be applied.
  • an adhesive surface formed from cement or hydraulically bound inorganic materials is generally sufficient for this, so that a concrete base layer could be produced from the outset with a shaped groove.
  • these adhesive surfaces should not be organic, e.g. Vegetable substances or asphalt or bitumen residues are wetted and also as free of water as possible in order to achieve good adhesion.
  • a flat steel profile to be welded under the sleepers is used as the profile.
  • profiles for example T-profiles, in the groove to provide a further positive and to obtain a positive connection after closing the joint with the adhesive.
  • these profiles can preferably be welded onto steel sleepers, but also without being screwed or riveted or glued without leaving the scope of the invention.
  • the only important thing is the firm connection of the threshold with the profile and its sufficient protrusion from the threshold.
  • the profiles can be cast in with appropriate holders during manufacture or using e.g. Push-through screws are firmly screwed to the threshold.
  • profiles can be used which also serve as spacers for the adjacent H-profiles or double-T profiles which form a Y-threshold and which are welded under the sole of the threshold. These also replace spacers which are arranged between the profiles forming the threshold.
  • a pourable, hardening polymer adhesive is preferably used as the adhesive between the profile and the base layer.
  • Such an adhesive is known, for example, under the trade name ICOSIT KC from SIKA-Chemie GmbH, as a potting material, in particular for tram rails.
  • Such a two-component adhesive based on polyurethane or epoxy resin which can be viewed on site and is adjustable by means of appropriate hardening agents, has good adhesion both with steel, for example with the profile made of flat steel, and with the rock of the base layer. In the fresh state it can be foamed by water or other means. For this reason, the cut surfaces of the joints should be free of organic agents and should not be wetted with water.
  • Adhesives that have a high affinity for concrete or bitumen or other chemical binders, for example those that are added to concrete have, can also be used as an adhesive if they also provide sufficient adhesion to steel.
  • the sleepers are not fitted with a profile that covers the entire width of the sleepers, but two or more small pieces that are easier to cast around.
  • the profiles may protrude laterally beyond the threshold. If necessary, the steel and / or the joint side surface is provided with a primer for better adhesion.
  • the superstructure according to the invention can be easily manufactured using essentially the usual techniques for the manufacture of a road, e.g. by applying an asphalt mix or concrete surface. Then powerful milling machines, such as are used commercially in road construction, can cut grooves into the surface of the substructure, into which the prefabricated sleepers are then inserted so that the profiles get their desired position as centrally as possible in the previously cut grooves. The profiles are then cast with the adhesive prepared on site, for example the previously described polymer adhesive, or commercially available prefabricated containers are used for casting the grooves. If necessary, the sleeper compartments can then be filled with ballast or other sound-absorbing agents; At least in the case of an asphalt superstructure, the sun's radiation must be countered by a suitable cover which can also have a sound-absorbing effect.
  • the invention will be explained in more detail with the aid of the schematic sketch.
  • the schematic figure shows half of the track on average.
  • the railway superstructure consists of a base layer 1 made of asphalt mix, into which grooves 8 have been cut by a milling device.
  • a steel sleeper 2 with welded flat steel profiles 7 is placed on the asphalt base layer 1 with the interposition of a thin compensating film 4 so that the profiles 7 are, for example, 10 mm thick in the middle in the approximately 60 mm wide joint. Due to the inserted leveling foil 4, the sole 9 can lie snugly on the asphalt base layer.
  • the joint is cast with polymer adhesive 11, type Sika ICOSIT KC 330-U, so that the threshold is permanently connected to the asphalt base layer 1.
  • the rails 3 can be fastened to the sleepers 2 with commercially available fastening means 5 with the interposition of a base 6 securing the elastic train travel.
  • the sleeper compartments are filled with ballast 10, and to further increase the transverse displacement resistance, ballast can also be arranged in front of the sleepers 2.
  • this ballast 10 arranged in front of the head primarily serves for further sound absorption, the vibrations possibly transmitted from the rails 3 to the threshold 2 and the sun protection of the base layer.

Landscapes

  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Amplifiers (AREA)
  • Signal Processing For Digital Recording And Reproducing (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Ceramic Products (AREA)
  • Ticket-Dispensing Machines (AREA)
  • Control Of Motors That Do Not Use Commutators (AREA)
  • Constitution Of High-Frequency Heating (AREA)
  • Vehicle Body Suspensions (AREA)
  • Braking Arrangements (AREA)
  • Supporting Of Heads In Record-Carrier Devices (AREA)
  • Magnetic Heads (AREA)
  • Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
  • Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)
EP94916953A 1993-05-11 1994-05-11 Superstructure stable pour voie de chemin de fer Expired - Lifetime EP0698143B1 (fr)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE4316664 1993-05-11
DE9308783U DE9308783U1 (de) 1993-05-11 1993-05-11 Lagestabiler Eisenbahnoberbau
DE19934316664 DE4316664C2 (de) 1993-05-11 1993-05-11 Lagestabiler Eisenbahnoberbau
DE9308783U 1993-06-09
PCT/EP1994/001526 WO1994026975A2 (fr) 1993-05-11 1994-05-11 Superstructure stable pour voie de chemin de fer

Publications (2)

Publication Number Publication Date
EP0698143A1 true EP0698143A1 (fr) 1996-02-28
EP0698143B1 EP0698143B1 (fr) 1997-10-15

Family

ID=25926042

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94916953A Expired - Lifetime EP0698143B1 (fr) 1993-05-11 1994-05-11 Superstructure stable pour voie de chemin de fer

Country Status (10)

Country Link
EP (1) EP0698143B1 (fr)
AT (1) ATE159306T1 (fr)
AU (1) AU6843794A (fr)
CZ (1) CZ286773B6 (fr)
DE (3) DE9308783U1 (fr)
ES (1) ES2110240T3 (fr)
HU (1) HU215794B (fr)
PL (1) PL173957B1 (fr)
SK (1) SK284344B6 (fr)
WO (1) WO1994026975A2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107419750A (zh) * 2017-08-31 2017-12-01 上海振华重工(集团)股份有限公司 一种最终接头运输底座及施工方法

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4408399C2 (de) * 1994-03-12 1998-05-20 Zueblin Ag Feste Fahrbahn
KR100942793B1 (ko) * 2008-01-10 2010-02-18 (주)신성엔지니어링 위치고정장치가 설치된 철도궤도단침목
CN107458542B (zh) * 2017-08-31 2023-07-25 上海振华重工(集团)股份有限公司 最终接头运输底座及施工方法
DE102017219514A1 (de) 2017-11-02 2019-05-02 Audi Ag Verbindungssystem
CN111560797A (zh) * 2020-04-29 2020-08-21 中铁二院工程集团有限责任公司 一种利于调整的无砟轨道轨枕与道床

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3517295C2 (de) * 1985-05-14 1993-11-25 Kemna Bau Andreae Gmbh & Co Kg Eisenbahnoberbau mit Y-förmigen Stahlschwellen und einer Asphalttragschicht sowie Verfahren zur Herstellung dieses Eisenbahnoberbaus
DE3722627A1 (de) * 1987-07-09 1989-01-26 Salzgitter Peine Stahlwerke Lagesicherung fuer stahlschwellen

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9426975A2 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107419750A (zh) * 2017-08-31 2017-12-01 上海振华重工(集团)股份有限公司 一种最终接头运输底座及施工方法
CN107419750B (zh) * 2017-08-31 2022-09-16 上海振华重工(集团)股份有限公司 一种最终接头运输底座及施工方法

Also Published As

Publication number Publication date
HU215794B (hu) 1999-02-01
PL311630A1 (en) 1996-03-04
CZ288995A3 (en) 1996-07-17
DE4493043D2 (de) 1997-07-31
ES2110240T3 (es) 1998-02-01
DE59404355D1 (de) 1997-11-20
AU6843794A (en) 1994-12-12
HU9503231D0 (en) 1996-01-29
CZ286773B6 (en) 2000-07-12
EP0698143B1 (fr) 1997-10-15
DE9308783U1 (de) 1993-09-09
SK140395A3 (en) 1996-02-07
ATE159306T1 (de) 1997-11-15
SK284344B6 (sk) 2005-02-04
PL173957B1 (pl) 1998-05-29
WO1994026975A3 (fr) 1995-01-19
WO1994026975A2 (fr) 1994-11-24
HUT76896A (en) 1997-12-29

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