EP3460125A1 - Structure de voie de chemin de fer - Google Patents

Structure de voie de chemin de fer Download PDF

Info

Publication number: EP3460125A1
Authority: EP; European Patent Office
Prior art keywords: track; base plate; construction; plates; filling
Prior art date: 2017-09-26
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

EP18196975.9A

Other languages

German (de)

English (en)

Other versions

EP3460125B1 (fr

Inventor

Joachim Süss

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.)

Individual

Original Assignee

Individual

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.)

2017-09-26

Filing date

2018-09-26

Publication date

2019-03-27

2018-09-26 Application filed by Individual filed Critical Individual

2019-03-27 Publication of EP3460125A1 publication Critical patent/EP3460125A1/fr

2021-05-05 Application granted granted Critical

2021-05-05 Publication of EP3460125B1 publication Critical patent/EP3460125B1/fr

Status Active legal-status Critical Current

2038-09-26 Anticipated expiration legal-status Critical

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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
- E01B21/00—Track superstructure adapted for tramways in paved streets
- 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
- E01C9/04—Pavings for railroad level-crossings

Definitions

the present invention relates to a track construction according to the preamble of claim 1 and to a method for producing a track construction according to the preamble of claim 14.
the invention relates to a track construction which may preferably be used on fixed carriageways with a paved covering, in particular for track crossings and track crossings.
Track structures in crossings and crossings should, from a technical point of view, have the same elastic effect as those in the adjoining track sections in order to rule out any disturbance of the flexible bending shaft of the rails. It can be caused by a change of the rail profile, but in particular by a change from discontinuous individual support for continuous rail support and vice versa and different elastomer elements.
ballast bed which are made by means of plates made of concrete, rubber or plastic elements, with asphalt or monolithic concrete.
the roadway elements are partly directly on the sleepers or rails and carry their loads in the track, which has the advantage that track and street pavement work together and the functionality of the crossbar track is only very slightly influenced by the road construction in terms of its elastic behavior , On the other hand, this also has an increased stress on the track in these areas and thus increased maintenance costs result.
Another track construction for these areas consists in the execution of the track substructure by means of concrete or asphalt layers as a so-called slab track on which the rails are continuously or discreetly elastic or rigidly fixed and thus in practice the rail technical requirements are insufficient or not met ,
the object of the present invention is to provide a track construction which is simpler and less expensive to produce.
at least one of the aforementioned disadvantages should be overcome with the track construction according to the invention.
the track construction according to the invention has at least one track for rail vehicles, wherein the track is arranged by means of at least one track mounting on a base plate, wherein a roadway construction is releasably secured by means of fastening elements on the base plate.
the roadway construction has one or more roadway plates, wherein it is preferably provided that the joints of the base plates and the roadway slabs do not overlap or only cross each other. Then the track construction is easy and durable to build.
the one or more carriageway plates are connected to the base plate by means of screwed connections, preferably comprising dowels, screws and compensating eccentrics.
screwed connections preferably comprising dowels, screws and compensating eccentrics.
the tram structure preferably the one or more deck plates, have recesses for reaching over the track fixtures and / or as undercut running continuously along the track.
the track construction is particularly low maintenance, since the track mounts or the track feet are well protected.
the base plate is arranged by means of spacers at a certain distance from a substrate, wherein there is a filling between the substrate and the base plate.
the filling consists of a lower cast material, which is preferably non-elastic and / or self-leveling. Then, with the filling a solid roadway can be particularly easily generated or can fill the fill particularly easy to bring.
the filling comprises a bituminous material.
the base plate has at least one filling opening for the filling. Then the filling of the filling can be done very easily.
a plurality of base plates are connected to one another at their abutting edges by means of transverse force transmission devices (for example in the form of transverse bolts, groove / pin configuration of the abutting edges or connecting straps).
transverse force transmission devices for example in the form of transverse bolts, groove / pin configuration of the abutting edges or connecting straps.
the between the tram structure, preferably a roadway plate, and a track trained track groove is closed with an elastic profile, which automatically reforms after his driving and deformation through the wheel flange of a wheel, the profile preferably as an elastomer profile is formed, which is fixed in particular frictionally in the track groove.
one or more drainage openings exist in the underground in the area of the track fastening.
a drainage device for example a drainage pipe laid in the substructure, which corresponds to the drainage openings.
the spacer elements are designed as height-adjustable elements, preferably as spindles, which engage in particular in recesses of the base plate and / or in recesses of the side surfaces of the base plate.
the structure is particularly compact.
the base plate and / or the carriageway plate are formed as a plurality of juxtaposed plates. This facilitates storage and transportation of these elements.
At least one tolerance-compensating plate is arranged between the roadway plate and the base plate, with preferably several tolerance-compensating plates being arranged, which are arranged in particular in strip form.
the plates may alternatively or additionally be present over the entire surface over the entire width of the base plate. This results in a particularly good decoupling between the glass and the road.
an elastic element is arranged between base plate and track fixtures. As a result, the decoupling between the track and the roadway is further improved.
the track fastening for the tracks is horizontal, preferably stepless, adjustable. This makes it easy to compensate for tolerances.
Self-contained protection is claimed for the method according to the invention for producing a track construction with at least one track for rail vehicles, wherein the track is arranged by means of a track fastening on a base plate, wherein a roadway construction is releasably secured by means of fastening elements on the base plate.
the base plate limiter preferably on the ground, are provided which prevent the lateral leakage of the filling.
the filling is particularly simple and economical feasible.
the track structure 10 comprises a base plate 12, on the track 14 by means of track fasteners 16 (closer in Fig. 4 shown) are attached.
the base plate 12 with respect to a substrate 18, such as a ballast or concrete substrate, spaced by means of spacers in the form of height adjustable spindles 20 and arranged between the base plate 12 and substrate 18 is a bottom casting as a filling 22.
roadway plates 24 are further arranged, namely in each case a roadway panel 24a outside of the tracks 14 and a deck plate 24b between the tracks 14th
the roadway plates 24a are fully flat on balancing plates in the form of elastomer plates 28.
the middle deck plate 24b is mounted so, however, is in Fig. 2 the variant shown without full-surface edition, which may be advantageous for the Auflagerung the plate.
the height-adjustable spindles 20 are arranged in recesses of the base plate 12 and stand directly on the ground 18.
the track plates 24 are by means of screw 32, the screw anchor 34, threaded rods 36 and nuts 37 and Ausretesexzenter (not shown), fixed on the base plate 12 so that they can be easily assembled and disassembled.
the tracks 14 are arranged on the elastomer plate 28, on a track support plate 42 made of plastic or metal, such as structural steel. Between track 14 and track support plate 42 may be arranged in addition to better decoupling yet another elastomeric plate 44 or another elastic plate member.
the actual track fixtures 18 are formed by clamps 46 which are 48 screwed to the base plate 12, wherein in rail guide plates 50 mounted adjustment eccentric 52 exist to make a high-precision adjustment of the lateral position of the tracks 14 can (see. Fig. 4 ).
closure profiles 56 which are also elastic, in the form of elastomer profiles. These closure profiles 56 prevent the ingress of soiling and damp the passage through rail vehicles (not shown) by first being deformed by the wheel flange of a wheel of the rail vehicle and then recovering again.
the track construction 10 is now constructed as follows: First, the substrate 18 is prepared and leveled in the usual manner. Then, the base plate 12 is placed on the substrate 18, wherein the spindles are already integrated in the base plate 12. Subsequently, the tracks 14 by means of the track fasteners 16 against each other exactly aligned on the ground smoothing 12 with the previously arranged elastomeric plates 28 and the track support plates 42 are attached. Then the height-adjustable spindles 20 in their height, matched to the required rail height, leveled exactly. Subsequently, the limiters 40 are arranged laterally of the base plate 12, which have a height such that the intermediate space 58 between the base plate 12 and the substrate 18 is covered.
the filling 22 is produced in that a pourable bitumen material is introduced through the filling opening 38.
This will automatically distribute evenly in the gap 58 and form a solid, non-elastic connection between the base plate 12 and ground 18, so that forces of the base plate 12 over the entire area evenly registered in the ground 18 without the spacer elements 20 to overstress.
the deck plates 24a, 24b are fixed to the base plate 12 on the elastomer plates 28.
the threaded rods 36 in the screw anchor 34 screwed which are already connected to the base plate 12 fixed in a predetermined grid.
the track plates 24 are placed on the threaded rods 36 and then fixed by means of the nuts 37, wherein the compensation eccentric serve to compensate for tolerances.
the resulting recesses 60 above the nuts 37 are filled with a suitable material, for example, with a Kunststoffvergussmaterial (not shown) potted.
the closure profiles 56 are then inserted into the track grooves 54.
the track construction 10 has a very simple design and can be constructed very easily.
the roadway 62 is completely decoupled from the tracks 14, so that the track construction 10 has a high durability.
the track plates 24 can be easily and quickly removed and re-attached.

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Engineering & Computer Science (AREA)
Architecture (AREA)
Civil Engineering (AREA)
Structural Engineering (AREA)
Road Paving Structures (AREA)

EP18196975.9A 2017-09-26 2018-09-26 Structure de voie de chemin de fer Active EP3460125B1 (fr)

Applications Claiming Priority (1)

Application Number	Priority Date	Filing Date	Title
DE102017122337.1A DE102017122337A1 (de)	2017-09-26	2017-09-26	Gleiskonstruktion

Publications (2)

Publication Number	Publication Date
EP3460125A1 true EP3460125A1 (fr)	2019-03-27
EP3460125B1 EP3460125B1 (fr)	2021-05-05

Family

ID=63685773

Family Applications (1)

Application Number	Title	Priority Date	Filing Date
EP18196975.9A Active EP3460125B1 (fr)	2017-09-26	2018-09-26	Structure de voie de chemin de fer

Country Status (2)

Country	Link
EP (1)	EP3460125B1 (fr)
DE (1)	DE102017122337A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
CN112709113A (zh) *	2019-10-24	2021-04-27	卡特彼勒路面机械公司	具有内部双螺旋花键轴的压实机
RU2834498C1 (ru) *	2024-02-29	2025-02-11	Общество с ограниченной ответственностью Производственно коммерческая фирма "Еврохим Резинотехника"	Конструкция трамвайного пути с верхним покрытием из асфальтобетона

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
EP4273320A1 (fr)	2022-05-02	2023-11-08	Süß, Joachim	Rail doté d'une rainure de rail remplie
DE102022110696A1 (de)	2022-05-02	2023-11-02	Joachim Süss	Schiene mit einer verfüllten Schienenrille
DE102022110698A1 (de)	2022-05-02	2023-11-02	Joachim Süss	Schiene mit einer verfüllten Schienenrille

Citations (5)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
US4641779A (en) *	1984-05-10	1987-02-10	Brien Terrence X O	Concrete grade crossing system
EP1700954A2 (fr) *	2004-12-23	2006-09-13	SEAP Costruzioni Generali S.p.a.	Elément modulaire préfabriqué, voie ferrée permanente pour tramways ou voie souterraine comprenant cet élément, et procédé pour leur pose
EP2284316A1 (fr) *	2009-08-06	2011-02-16	Sonneville International Corporation	Voie sans ballast
DE102009037310A1 (de) *	2009-08-14	2011-02-17	Edilon) (Sedra Gmbh	Schienenlagerung mit Deckkörpern für flexible Bustrasse und Verfahren zur deren Herstellung
WO2015121165A1 (fr) *	2014-02-13	2015-08-20	Porr Bau Gmbh	Fonction de rail de guidage équipé d'un système de plaque de béton modulaire (système de praticabilité)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
US4846401A (en) *	1988-04-01	1989-07-11	Riedel Omni Products, Inc.	Tie-down system for railroad grade crossing
CA2203044A1 (fr) *	1997-04-18	1998-10-18	John K. Martin	Structure de surface pour voie ferree
DE102009026359B3 (de) *	2009-08-10	2011-04-07	Rte Technologie Gmbh	Feste Fahrbahn für schienengebundene Fahrzeuge
DE202010012712U1 (de) *	2010-09-17	2010-11-25	Rail.One Gmbh	Feste Fahrbahn für Schienenfahrzeuge mit einem Rettungsweg

2017
- 2017-09-26 DE DE102017122337.1A patent/DE102017122337A1/de not_active Withdrawn
2018
- 2018-09-26 EP EP18196975.9A patent/EP3460125B1/fr active Active

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
US4641779A (en) *	1984-05-10	1987-02-10	Brien Terrence X O	Concrete grade crossing system
EP1700954A2 (fr) *	2004-12-23	2006-09-13	SEAP Costruzioni Generali S.p.a.	Elément modulaire préfabriqué, voie ferrée permanente pour tramways ou voie souterraine comprenant cet élément, et procédé pour leur pose
EP2284316A1 (fr) *	2009-08-06	2011-02-16	Sonneville International Corporation	Voie sans ballast
DE102009037310A1 (de) *	2009-08-14	2011-02-17	Edilon) (Sedra Gmbh	Schienenlagerung mit Deckkörpern für flexible Bustrasse und Verfahren zur deren Herstellung
WO2015121165A1 (fr) *	2014-02-13	2015-08-20	Porr Bau Gmbh	Fonction de rail de guidage équipé d'un système de plaque de béton modulaire (système de praticabilité)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number	Priority date	Publication date	Assignee	Title
CN112709113A (zh) *	2019-10-24	2021-04-27	卡特彼勒路面机械公司	具有内部双螺旋花键轴的压实机
CN112709113B (zh) *	2019-10-24	2023-11-24	卡特彼勒路面机械公司	用于压实机器的振动系统和操作振动系统的方法
RU2834498C1 (ru) *	2024-02-29	2025-02-11	Общество с ограниченной ответственностью Производственно коммерческая фирма "Еврохим Резинотехника"	Конструкция трамвайного пути с верхним покрытием из асфальтобетона
RU2834497C1 (ru) *	2024-02-29	2025-02-11	Общество с ограниченной ответственностью Производственно коммерческая фирма "Еврохим Резинотехника"	Строение трамвайного пути с остановочной платформой
RU2834496C1 (ru) *	2024-02-29	2025-02-11	Общество с ограниченной ответственностью Производственно-коммерческая фирма "Еврохим Резинотехника"	Конструкция трамвайного пути с верхним покрытием из крупноразмерных плит

Also Published As

Publication number	Publication date
DE102017122337A1 (de)	2019-03-28
EP3460125B1 (fr)	2021-05-05

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