EP0441811A1 - Procede de coffrage pour voies ferrees. - Google Patents

Procede de coffrage pour voies ferrees.

Info

Publication number
EP0441811A1
EP0441811A1 EP89911817A EP89911817A EP0441811A1 EP 0441811 A1 EP0441811 A1 EP 0441811A1 EP 89911817 A EP89911817 A EP 89911817A EP 89911817 A EP89911817 A EP 89911817A EP 0441811 A1 EP0441811 A1 EP 0441811A1
Authority
EP
European Patent Office
Prior art keywords
ballast
tires
vehicle tires
layer
sleepers
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
EP89911817A
Other languages
German (de)
English (en)
Other versions
EP0441811B1 (fr
Inventor
Guenter Frohn
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.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AT89911817T priority Critical patent/ATE83812T1/de
Publication of EP0441811A1 publication Critical patent/EP0441811A1/fr
Application granted granted Critical
Publication of EP0441811B1 publication Critical patent/EP0441811B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/001—Track with ballast
    • 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
    • E01B2204/02—Ballast bags

Definitions

  • the rails fastened to sleepers are generally laid on a track body on a layer of granular gravel which is laterally removed with sufficient clearance from the ends of the sleepers. It has been shown in practice that these embankments are under the pressure of the
  • Such a method of filling out a track system obviously requires a special round bulkhead, which is supposed to prevent sharp edges of the ballast material from destroying the sacks.
  • a disadvantage of such a method is the fact that the usual compaction of the ballast in the bags cannot be achieved. It also does not appear possible to store such sack-like reinforcement elements in a granular-gravel layer and to compact them with it.
  • the object of the invention is to propose a method according to the preamble of the patent claim with reinforcement elements which can be introduced together with the usual granular ballast layer for track systems and which enable the subsequent consolidation of the ballast layer.
  • vehicle tires preferably used tires
  • vehicle tires are arranged concentrically directly below the sleepers, each at the point of intersection between the rail and the sleepers.
  • the usual granulate gravel layer is filled out with the tires completely filled. Thereafter, the necessary compression can take place, whereby the vehicle tires are filled, but not destroyed, due to their elasticity.
  • the reinforcement elements form a permanent store in the compacted granulate ballast layer and thus prevent the granulate from escaping into the side slope after a long period of driving.
  • the proposed reinforcement elements absorb pressure shock loads in an excellent way and thus guarantee a long service life of the entire lining.
  • Figure 1 shows a cross section through a track system constructed according to the inventive method
  • FIG. 2 shows a top view of the illustration in FIG. 1.
  • a ballast layer 4 is applied in sufficient width, which supports the track 1 formed from sleepers 2 and rails 1 fastened thereon with clamps.
  • vehicle tires 3 made of rubber are preferably embedded on both sides at the intersection of rail 1 and sleeper 2, on both sides directly below the sleeper *, which protrude outside the sleeper 2 into a slope region 4a of the gravel layer 4. It is It is advisable to arrange the stored vehicle tires, especially old tires, so that they are close to each other on one side of the rail. With appropriately dimensioned vehicle tires and the specified distance between the sleepers 2, you can choose between two old tires that are listed under * Another vehicle tire can be arranged half the intersection of rail 1 and threshold 2.

Landscapes

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

Abstract

Selon ce procédé, on pose des pneus de véhicules (3), de préférence des pneus usagés, entièrement remplis de ballast, sous chacune des traverses (2), dans une couche de ballast (4); la partie extérieure de ces pneus forme le talus latéral (4a). Ces pneus de véhicules (3) ainsi posés forment un élément de retenue pour la couche de ballast (4) dans la région du talus (4a), ce qui empêche le ballast de sortir par les côtés dans cette région. Ce procédé permet en outre d'utiliser une très grande quantité de pneus usagés de véhicules automobiles.
EP89911817A 1988-11-05 1989-10-24 Procede de coffrage pour voies ferrees Expired - Lifetime EP0441811B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89911817T ATE83812T1 (de) 1988-11-05 1989-10-24 Verfahren zur auskofferung einer gleisanlage.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3837681A DE3837681A1 (de) 1988-11-05 1988-11-05 Verfahren zur auskofferung einer gleisanlage
DE3837681 1988-11-05

Publications (2)

Publication Number Publication Date
EP0441811A1 true EP0441811A1 (fr) 1991-08-21
EP0441811B1 EP0441811B1 (fr) 1992-12-23

Family

ID=6366623

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89911817A Expired - Lifetime EP0441811B1 (fr) 1988-11-05 1989-10-24 Procede de coffrage pour voies ferrees

Country Status (5)

Country Link
US (1) US5172858A (fr)
EP (1) EP0441811B1 (fr)
AU (1) AU4429289A (fr)
DE (1) DE3837681A1 (fr)
WO (1) WO1990005212A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5605282A (en) * 1994-01-31 1997-02-25 Snead; William B. Tire railroad ties
US5846021A (en) * 1995-08-02 1998-12-08 Bailey; Denzil C. Road base matrix
US6708896B2 (en) 2002-07-30 2004-03-23 Timothy P. Robinson Method and apparatus for a railroad crosstie made from used tires
WO2018141024A1 (fr) * 2017-02-06 2018-08-09 University Of Wollongong Fondations de voie

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7032409U (de) * 1970-08-31 1971-03-25 Bock Dipl Ing Manfred Vorgefertigtes netzwerk zur stabilisierung von boeschungen.
EP0105560B1 (fr) * 1982-10-06 1986-04-23 Akzo N.V. Structure de voie de chemin de fer et méthode de construction d'une telle structure
FR2587051B1 (fr) * 1985-09-06 1988-03-04 Perrin Jacques Procede de realisation d'un massif de construction leger, souple et isolant et massif obtenu
DE3627795A1 (de) * 1986-08-16 1988-02-18 Frank Flemming Vorrichtung zur verfestigung der oberen bodenschicht durch ansiedlung von vegetation

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9005212A1 *

Also Published As

Publication number Publication date
WO1990005212A1 (fr) 1990-05-17
AU4429289A (en) 1990-05-28
DE3837681A1 (de) 1990-05-10
US5172858A (en) 1992-12-22
EP0441811B1 (fr) 1992-12-23
DE3837681C2 (fr) 1990-08-23

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