EP1248883B1 - Element de remplissage de cavite muni d'un revetement - Google Patents

Element de remplissage de cavite muni d'un revetement Download PDF

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Publication number
EP1248883B1
EP1248883B1 EP01942691A EP01942691A EP1248883B1 EP 1248883 B1 EP1248883 B1 EP 1248883B1 EP 01942691 A EP01942691 A EP 01942691A EP 01942691 A EP01942691 A EP 01942691A EP 1248883 B1 EP1248883 B1 EP 1248883B1
Authority
EP
European Patent Office
Prior art keywords
rail
filling element
chamber
chamber filling
element according
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
EP01942691A
Other languages
German (de)
English (en)
Other versions
EP1248883A1 (fr
Inventor
Jean Pierre Frottier
Hubert Schwind
Horst Eilmes
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.)
Sedra Asphalt Technik Biebrich GmbH
Original Assignee
Sedra Asphalt Technik Biebrich GmbH
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 Sedra Asphalt Technik Biebrich GmbH filed Critical Sedra Asphalt Technik Biebrich GmbH
Publication of EP1248883A1 publication Critical patent/EP1248883A1/fr
Application granted granted Critical
Publication of EP1248883B1 publication Critical patent/EP1248883B1/fr
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
    • E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E01B19/003—Means for reducing the development or propagation of noise
    • 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
    • E01B21/04—Special fastenings, joint constructions, or tie-rods
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/11—Embedded tracks, using prefab elements or injecting or pouring a curable material

Definitions

  • the invention relates to a prefabricated chamber filling element for rails, especially for trams, for insertion between the rail head and Rail foot in rail comb, consisting essentially of a Body of inorganic material and with a related profile made of elastic insulating material for installation on the rail head and a method for producing such a chamber filling element.
  • Kammer hypoxia is also shown in an in-house "Technical Notice No. 7.4 / 11.92" of the applicant from 1992. It is reported that trams in urban transport in addition to the avoidance of vibration and noise due to appropriate elastic vertical structure of the track bearing, the economy of the horizontal storage, ie the support of the pavement or paths to the superstructure out is taken into account. Therefore, concrete chamber stones of different sizes are traditionally used or the rail combs poured with mortar.
  • the Kammerstein consists of a body or base profile made of concrete, which belongs to the Rail head side added to a head profile made of elastomeric material which in turn is firmly anchored in the base profile, whereby the Can create head profile elastic to the rail head.
  • a mat of one Applied rubber compound and a Schierenfußprofil from a Rubber material arranged on the concrete body of the Kammersteines can be stored.
  • the Kammerstein itself is only in the Rail chamber clamped, the elasticity of the Rail foot covering and the mat in the rail foot area and on the Rail head, the elasticity of the head profile is exploited.
  • the disadvantage here is the multi-part production and assembly of the actual Rail arrangement of the foot profile, the mat and the head profile Factory provided concrete body, the cost of pre-assembly of the Basic profiles with the head profile and the mutual anchoring is also quite high.
  • the invention is the problem underlying, easy to install, compared to the prior art, however much cheaper and easier to produce, insulating To propose chamber filling elements.
  • Under elastic insulating material is a plastic material understood as it previously used in the prior art already for Kammer hypollense Thus, polyolefins, various types of rubbery mixtures to crosslinked polyurethane foams, wherein polyurethane material according to DE-A-40 04 208 is preferred.
  • the insulating material provides electrical insulation and is waterproof.
  • Such a chamber stone or chamber filling element meets all requirements for structure-borne sound insulation, but is cheaper than pure plastic products and will therefore be preferred in practice for economic reasons. He offers a certain structure-borne sound damping compared to the rail and a structure-borne sound insulation against the rail web; These are known to be the parts of the rail that have the greatest sound radiation.
  • the disadvantage of pure Betonhuntsteine can be avoided, namely the lack of stray current isolation, the poor fit in the rail chamber and the lack of waterproofing, which can also lead to crumbling or icing to rupture of concrete blocks.
  • Another advantage is the factory production of Kammer hypollettis, which can be installed immediately in situ and can be supplemented by adjacent Kammer circulllmaschine to endless strands.
  • the body of the Kammer loungellenses may have on the rail web side facing a recess, as is already known in order to have room for the attachment of fittings, tie rod ends and the like.
  • the rail head and the rail foot facing sides of the enclosure of the body are provided with rail head and rail complementary oblique surfaces which are adapted to be clamped in the rail chamber, so that the entire Kammer spallelement remains without sticking in the rail chamber.
  • the sheath is produced in a thickness of about 5 to 25 mm, but preferably only about 8 to 12 mm in thickness. This thickness is sufficient to produce sufficient elasticity for pinching, but on the other hand to prevent mechanical damage to the concrete body and thus a future water leakage and to cause electrical insulation.
  • filler of inorganic material preferably material is used from a group comprising concrete, bound clay bodies, pumice, Natural stone, stoneware or the like, with concrete or a corresponding Mortar mixture is preferred.
  • This concrete or the mortar mixture can also be provided with a special binder, which in turn the Increased elasticity of the concrete body, so that this vibration or other attack on the body not destroyed or his Life is increased.
  • binders are, for example, polymers, which in practice already for the production of polymer concrete sleepers Find use. With the binder is also a good one Processability of the concrete or mortar given.
  • a base body of inorganic material may be applied by application of polyolefin material on three sides and / or additionally on the end sides of Body e.g. by hot forming and / or gluing the Urncited with be provided a sheath.
  • an adhesive can be a two-component adhesive Serve as a contact adhesive or heat-activatable adhesive, which is a sufficient Adhesion between inorganic and organic substances causes.
  • the Icosit® material known from practice (trademark of Company Sika-Chemie GmbH, Stuttgart, DE) based on polyurethane use Find.
  • the finished element can then as pffefertiges chamber filling for Construction site to be brought.
  • FIG. 1 shows in Teitisme by a track suitable for a tram with bar 1, 3 rail and the headboards 2, 4, the latter with the groove for the wheel flange of the tram.
  • the space between rail head, rail bridge and rail foot forms the rail chamber or tab chamber. Since the rail foot is usually wider than the rail head, the chamber filler is chosen to simplify the track construction larger than the actual chamber chamber.
  • This rail is installed in a surrounding pavement 12, wherein the surface of the rail head at approximately the same height 11 as the environment lies in the left part of a generally provided with the reference numeral 6 Kammer hypollelement is arranged, which is a sheath 7 made of elastic insulating material, here polyurethane-bonded rubber.
  • the concrete body 5 includes a recess 9 as a space for attaching tabs or fittings on the rail web, as are common, for example, for tie rods.
  • a concrete body 5 'of a Kammer loungellenses 6' is shown with just such shell 7 '.
  • the chamber filling element is supported on the outer surface of the rail head on the contact surface 13 and on the other hand on the rail foot on the contact surface 14.
  • the Kammer loungellelement has been clamped in this position by pressing.
  • the contact surface 13 'on the rail head can be seen in the right-hand sub-image and the contact surface 14' on the rail foot.
  • the remaining remaining joint 10 and 10 ' has been filled with a potting compound, for example made of polyurethane.
  • a potting compound for example made of polyurethane.
  • the monolithically illustrated shell may also have been assembled from several parts, for example by fusing.
  • the shell can also be designed so that the area of the gap 10 to be cast is formed as part of the shell 7, 7 '.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Cold Air Circulating Systems And Constructional Details In Refrigerators (AREA)
  • Connector Housings Or Holding Contact Members (AREA)
  • Compressor (AREA)
  • Telephone Function (AREA)
  • Socks And Pantyhose (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Cable Accessories (AREA)
  • Road Signs Or Road Markings (AREA)

Claims (11)

  1. Elément de remplissage de cavité (6) préfabriqué pour rails, notamment pour routes, destiné à être inséré entre le champignon du rail et le patin du rail, constitué sensiblement d'un corps (5) en matériau anorganique et doté d'un profilé relié à celui-ci en matière élastique isolante, destiné à être en appui contre le champignon du rail, caractérisé en ce que l'élément de remplissage de cavité (6, 6'), à l'exception du côté tourné vers l'âme du rail (1), est pourvu d'une enveloppe (7, 7') en matière élastique isolante et est conçu en une seule pièce.
  2. Elément de remplissage de cavité selon la revendication 1, caractérisé en ce que les côtés (13, 13' et/ ou 14, 14') tournés vers le champignon du rail (2, 4) et le patin du rail (3) sont conçus avec une surface complémentaire appropriée pour être serrée dans la cavité du rail.
  3. Elément de remplissage de cavité selon la revendication 1 ou 2, caractérisé en ce que le corps comprend sur le côté tourné vers l'âme du rail un repoussé (9).
  4. Elément de remplissage de cavité selon l'une quelconque des revendications précédentes, caractérisé en ce que l'enveloppe est constituée sensiblement d'un matériau en polyoléfine.
  5. Elément de remplissage de cavité selon l'une quelconque des revendications précédentes, caractérisé en ce que l'enveloppe est constituée d'un matériau caoutchouteux lié à du polyuréthane.
  6. Elément de remplissage de cavité selon l'une quelconque des revendications précédentes, caractérisé en ce que l'enveloppe au niveau des surfaces de contact par rapport au rail présente une épaisseur d'approximativement 5 à 25 mm, de préférence d'approximativement 8 à 12 mm.
  7. Elément de remplissage de cavité selon l'une quelconque des revendications précédentes, caractérisé en ce que le corps est constitué de matériau, sélectionné parmi le groupe comprenant le béton, les grains d'argile liés, la pierre isoamylique, la pierre naturelle, le grès.
  8. Elément de remplissage de cavité selon l'une quelconque des revendications précédentes, caractérisé en ce qu'il est fabriqué en longueurs d'approximativement 200 à 2000 mm et ne comprend aucune enveloppe sur les deux surfaces d'extrémité pour un contact avec d'autres éléments de remplissage de cavité.
  9. Procédé de fabrication d'un élément de remplissage de cavité en une seule pièce pour des rails, notamment des routes selon l'une quelconque des revendications 1 à 8, comprenant les étapes de procédé essentielles suivantes :
    fabrication d'une enveloppe comme gouttière en forme de U dans un moule en matière élastique isolante appropriée pour être insérée par serrage dans une cavité du rail,
    remplissage de la gouttière avec un corps en matériau anorganique jusqu'à l'arête supérieure de la gouttière.
  10. Procédé selon la revendication 9, caractérisé en ce qu'on utilise comme matériau anorganique du béton ou un mortier, lequel est mélangé à un liant organique.
  11. Procédé selon la revendication 9 ou 10, caractérisé en ce qu'après le remplissage de la gouttière, le matériau anorganique est pourvu d'un repoussé.
EP01942691A 2000-01-17 2001-01-17 Element de remplissage de cavite muni d'un revetement Expired - Lifetime EP1248883B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE10001605A DE10001605C1 (de) 2000-01-17 2000-01-17 Kammerfüllelement mit Umkleidung
DE10001605 2000-01-17
PCT/EP2001/000501 WO2001053606A1 (fr) 2000-01-17 2001-01-17 Element de remplissage de cavite muni d'un revetement

Publications (2)

Publication Number Publication Date
EP1248883A1 EP1248883A1 (fr) 2002-10-16
EP1248883B1 true EP1248883B1 (fr) 2005-11-30

Family

ID=7627696

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01942691A Expired - Lifetime EP1248883B1 (fr) 2000-01-17 2001-01-17 Element de remplissage de cavite muni d'un revetement

Country Status (5)

Country Link
EP (1) EP1248883B1 (fr)
AT (1) ATE311497T1 (fr)
AU (1) AU2847401A (fr)
DE (2) DE10001605C1 (fr)
WO (1) WO2001053606A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10303318B4 (de) * 2002-01-28 2009-11-26 Martin Steinbrecher Gmbh Gleisanlageteil zum Anlegen an ein Bauteil eines Gleises für ein gleisspurgeführtes Fahrzeug
NL1026468C2 (nl) * 2003-06-30 2005-04-28 Heijmans Infrastructuur Bv Spoorwegconstructie.
DE102006003698A1 (de) * 2006-01-26 2007-08-02 Phoenix Dichtungstechnik Gmbh Schienenanordnung
DE102007027574B3 (de) * 2007-06-12 2009-02-26 Regum Gmbh Eingebettete Schiene für Schienenfahrzeuge sowie Verfahren zur Montage derselben
WO2023022678A1 (fr) * 2021-08-18 2023-02-23 Rayba Yapi Proje Ve Danişmanlik Li̇mi̇ted Şi̇rketi̇ Système de fixation de rail en caoutchouc pour isolation élevée

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1771078A (en) 1926-01-06 1930-07-22 Carey Philip Mfg Co Rail-expansion sound deadener
DE3439252A1 (de) 1984-10-26 1986-05-07 Lothar 8700 Würzburg Eisner Material zum einbau von schienen
DE3711190C2 (de) 1987-04-02 1994-12-08 Lothar Eisner Verfahren zum Befestigen einer Körperschalldämmung und eine Körperschalldämmung an Schienen für schienengebundene Fahrzeuge
AT387996B (de) * 1987-09-25 1989-04-10 Getzner Chemie Gmbh & Co Einrichtung zur elastischen lagerung von rillenschienen
DE4004208C2 (de) 1990-02-12 1994-02-17 Sedra Asphalt Technik Biebrich Schalldämmvorrichtung an Straßenbahnschienen
FR2664309B1 (fr) * 1990-07-05 1992-10-16 Alveo Ag Profile de remplissage lateral de rail de tramway ou similaire.
DE4204802A1 (de) * 1992-02-18 1993-09-02 D D C Gmbh Beton Bohren U Saeg Stabilisierte fugenverfuellung zwischen strassendecke und schiene
NL1006483C2 (nl) * 1997-07-04 1999-01-05 Tno Spoorbaan met verbeterde trillingsdemping en geluidsreductie.
EP1071852B1 (fr) * 1998-04-15 2003-03-05 Phoenix Aktiengesellschaft Ensemble rail

Also Published As

Publication number Publication date
DE10001605C1 (de) 2001-09-27
ATE311497T1 (de) 2005-12-15
DE50108236D1 (de) 2006-01-05
WO2001053606A1 (fr) 2001-07-26
EP1248883A1 (fr) 2002-10-16
AU2847401A (en) 2001-07-31

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