EP0441811B1 - Verfahren zur auskofferung einer gleisanlage - Google Patents

Verfahren zur auskofferung einer gleisanlage Download PDF

Info

Publication number
EP0441811B1
EP0441811B1 EP89911817A EP89911817A EP0441811B1 EP 0441811 B1 EP0441811 B1 EP 0441811B1 EP 89911817 A EP89911817 A EP 89911817A EP 89911817 A EP89911817 A EP 89911817A EP 0441811 B1 EP0441811 B1 EP 0441811B1
Authority
EP
European Patent Office
Prior art keywords
ballast
layer
tyres
supporting
track installation
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
EP89911817A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0441811A1 (de
Inventor
Günter 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/de
Application granted granted Critical
Publication of EP0441811B1 publication Critical patent/EP0441811B1/de
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
    • 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 usually laid on a track body on a layer of gravel, which is laterally removed with sufficient clearance from the ends of the sleepers. It has been shown in practice that these embankments move outwards under the pressure of train traffic, so that there is a risk that the ballast layer under the sleepers will no longer ensure adequate support. For this reason, the embankments on such track systems are serviced at certain intervals with the corresponding special machines that can be moved on the tracks. The gravel material that has migrated to the outside is used again to form the sufficient slope at a certain angle of inclination. Such maintenance work is complex and therefore causes considerable costs.
  • the object of the invention is to propose a method in which the reinforcement elements can be introduced together with the usual ballast layer for track systems and these reinforcement elements enable the subsequent consolidation of the ballast layer.
  • vehicle tires made of rubber, preferably old tires, are used as reinforcement elements directly under the sleepers, concentrically below the crossing points between the rail and the sleepers.
  • the usual track ballast layer is filled out with the tires completely filled. The necessary compaction can then be carried out, the track ballast being compressed within the vehicle tires on account of their elasticity.
  • the reinforcement elements form a permanent storage in the compacted track ballast layer and thus prevent the track ball from escaping into the side slope even after a long period of operation.
  • the reinforcement elements used absorb pressure loads in an excellent way and thus guarantee a long service life of the entire lining.
  • 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.
  • this layer of gravel at the intersection of rail 1 and threshold 2, vehicle tires 3 made of rubber are embedded on both sides directly below the thresholds 2, which project outside the thresholds 2 into a slope region 4a of the ballast layer 4.
  • the stored vehicle tires especially used tires, to be arranged so that they are close to each other on one side of the rail.
  • a further vehicle tire can be arranged between two old tires which are arranged below the crossing points 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)
EP89911817A 1988-11-05 1989-10-24 Verfahren zur auskofferung einer gleisanlage Expired - Lifetime EP0441811B1 (de)

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 EP0441811A1 (de) 1991-08-21
EP0441811B1 true EP0441811B1 (de) 1992-12-23

Family

ID=6366623

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89911817A Expired - Lifetime EP0441811B1 (de) 1988-11-05 1989-10-24 Verfahren zur auskofferung einer gleisanlage

Country Status (5)

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

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 (en) * 2017-02-06 2018-08-09 University Of Wollongong Track foundation

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 (en) * 1982-10-06 1986-04-23 Akzo N.V. Railway track structure, and a method of building such 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

Also Published As

Publication number Publication date
WO1990005212A1 (de) 1990-05-17
DE3837681A1 (de) 1990-05-10
EP0441811A1 (de) 1991-08-21
DE3837681C2 (enrdf_load_stackoverflow) 1990-08-23
AU4429289A (en) 1990-05-28
US5172858A (en) 1992-12-22

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