EP0334862A1 - Cast iron sleeper with built-in rail anchors. - Google Patents

Cast iron sleeper with built-in rail anchors.

Info

Publication number
EP0334862A1
EP0334862A1 EP87907625A EP87907625A EP0334862A1 EP 0334862 A1 EP0334862 A1 EP 0334862A1 EP 87907625 A EP87907625 A EP 87907625A EP 87907625 A EP87907625 A EP 87907625A EP 0334862 A1 EP0334862 A1 EP 0334862A1
Authority
EP
European Patent Office
Prior art keywords
sleeper
previous
fact
built
anchorages
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
EP87907625A
Other languages
German (de)
French (fr)
Other versions
EP0334862B1 (en
Inventor
Fulvio De Carli
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.)
ALTI FORNI E FERRIERE DI SERVOLA SpA
Original Assignee
ATTIVITA INDUSTRIALI TRIESTINE SpA
ATTIVITA IND TRIESTINE SpA
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 ATTIVITA INDUSTRIALI TRIESTINE SpA, ATTIVITA IND TRIESTINE SpA filed Critical ATTIVITA INDUSTRIALI TRIESTINE SpA
Priority to AT87907625T priority Critical patent/ATE67539T1/en
Publication of EP0334862A1 publication Critical patent/EP0334862A1/en
Application granted granted Critical
Publication of EP0334862B1 publication Critical patent/EP0334862B1/en
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
    • E01B3/44Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from other materials only if the material is essential

Definitions

  • This invention has, as a subject, a cast iron sleeper with built in anchorages (hooks) for rail track. It is known that - at present - the most used rail sleeper is in wood, of the most different kinds, suitably treated and processed, on which the track linking items are set.
  • the average life of the wood sleeper ranges between 15-20 years.
  • Said pre-compressed reinforced concrete sleeper has replaced wood in its function of stress distributor, but it has kept the need to separately arrange anchorages, prior to a preparation, seasoning, impregnation, and bituminization work on the sleeper; all this is definitely expensive.
  • the subject invention - obtained by casting - allows to obtain a rail sleeper 1 with well-defined mechanical characteristics, able to meet - in a very optimal way - the necessary principles of strenght and resistance of the track to the pressure specific stresses, distributing them on a wide surface, and allowing - by using anchorages 2 obtained by casting (in a single piece, with the rail track 1 casting) - the track locking by the classical dogs and plate system.
  • the cast iron rail sleeper 1 of the subject has a practically unlimited life, it does not need to be imported; thanks to its structure and shape, it optimally distributes stresses; it lends the track a strenght suitable to heavy and very fast traffic; it does not require the plates anchorages arrangement, since they already are obtained by casting.
  • the liquid cast iron - thanks to analyses suitable to the cast required mechanical characteristics - is poured in the mould, which - once the hardening process is finished - is shaken out and deburred. If necessary, a mechanical process is carried out to give anchorages (hooks) the precise required geometry in the coupling with fastening dogs.
  • said sleeper 1 can have any section (if anticipated cast anchorages (hooks) are built in).
  • said sleeper 1 can totally be hollow, with different thicknesses, and completely filled up with inert material (for example: sand), in order to dampen vibrations, and so obviously obtaining a lighter cast.
  • inert material for example: sand
  • Table 1 Figure 1 shows the sleeper 1 front view; Figure 2 shows a sleeper 1 cross section; Figure 3 shows the sleeper 1 upper view. Thickness, shape, length, sections - as shown in the drawing - represent one of the best solutions with respect to the functionality, the optimal shape, and also with respect to the overall weight.

Landscapes

  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Ropes Or Cables (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
  • Braking Arrangements (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Earth Drilling (AREA)
  • Medicines That Contain Protein Lipid Enzymes And Other Medicines (AREA)
  • Railway Tracks (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Reciprocating, Oscillating Or Vibrating Motors (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Orthopedics, Nursing, And Contraception (AREA)
  • Basic Packing Technique (AREA)
  • Clamps And Clips (AREA)
  • Connection Of Plates (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Traverse de rail (1) réalisée directement en fonte, avec des ancrages intégrés (crochets) (2) destinés à être utilisés pour le verrouillage sur les rails. Ces ancrages (crochets) (2) coulés, intégrés à la traverse (1), garantissent le blocage sans recourir à des plaques mobiles de fixation, tout en assurant l'écartement prévu déjà au stade de la coulée. Le matériau choisi garantit la résistance et l'absence d'usure à long terme.Rail sleeper (1) made directly of cast iron, with integrated anchors (hooks) (2) intended to be used for locking on the rails. These cast anchors (hooks) (2), integrated into the crossmember (1), guarantee locking without resorting to movable fixing plates, while ensuring the spacing provided already at the casting stage. The material chosen guarantees resistance and the absence of long-term wear.

Description

Cast iron sleeper with built-in rail anchors.
This invention has, as a subject, a cast iron sleeper with built in anchorages (hooks) for rail track. It is known that - at present - the most used rail sleeper is in wood, of the most different kinds, suitably treated and processed, on which the track linking items are set.
The average life of the wood sleeper ranges between 15-20 years.
The continuous increases in costs, and the procurement difficulty - to a very large extent, it is import wood - required to replace this typical part of the track.
Futhermore, there also exists the sleeper made up of pre-compressed reinforced concrete - with built in wooden wedges - to fix - by screwing up the dowels - the anchoring plates on which the track shall be locked.
Said pre-compressed reinforced concrete sleeper has replaced wood in its function of stress distributor, but it has kept the need to separately arrange anchorages, prior to a preparation, seasoning, impregnation, and bituminization work on the sleeper; all this is definitely expensive.
There exists, even though it is going to be finally neglected, the steel sleeper, obtained by hot forging and holed for the fitting of locking items; it is not widely used both for the high cost, and for the packing of sleepers difficulty, since this type of sleeper discharges stresses on the short edges of the same, and does not totally lay on the ballast.
The subject invention - obtained by casting - allows to obtain a rail sleeper 1 with well-defined mechanical characteristics, able to meet - in a very optimal way - the necessary principles of strenght and resistance of the track to the pressure specific stresses, distributing them on a wide surface, and allowing - by using anchorages 2 obtained by casting (in a single piece, with the rail track 1 casting) - the track locking by the classical dogs and plate system.
As for the intrinsic characteristics of the material, the cast iron rail sleeper 1 of the subject has a practically unlimited life, it does not need to be imported; thanks to its structure and shape, it optimally distributes stresses; it lends the track a strenght suitable to heavy and very fast traffic; it does not require the plates anchorages arrangement, since they already are obtained by casting.
Furthermore, it has further and important advantages, with respect to the traditional types of sleepers. Already during the casting, the anticipated gauge is obtained, the anchoring (hook), being a casting product, does not shift (on the contrary to what happens with all used types: possible shifting of bolts, dowels, etc., due to vibrations and material wear); the gauge is fix and set; mainte nance is practically unnecessary; safety is maximum. We wish to state - as an example - that the shape relative to casting of the cast iron sleeper is prepared with the moulding in stop block of a sand + resin mixture. The model is removed, and the cores relative to the cast brackets are inserted. Cores vary in accordance to the anchorages (hooks) geometry, able to meet the supply required variables. The mould is painted and, after the hardening of the forming mixture, is prepared for the pouring stage.
The liquid cast iron - thanks to analyses suitable to the cast required mechanical characteristics - is poured in the mould, which - once the hardening process is finished - is shaken out and deburred. If necessary, a mechanical process is carried out to give anchorages (hooks) the precise required geometry in the coupling with fastening dogs.
It is then so obtained a cast iron sleeper 1 with built in anchorages (hooks) for rail track.
It can be added, that said sleeper 1 can have any section (if anticipated cast anchorages (hooks) are built in).
Moreover, said sleeper 1 can totally be hollow, with different thicknesses, and completely filled up with inert material (for example: sand), in order to dampen vibrations, and so obviously obtaining a lighter cast. The invention shall be better understood following the enclosed drawing, which shows a practical and schematic example of manufacture of the invention itself. Table 1: Figure 1 shows the sleeper 1 front view; Figure 2 shows a sleeper 1 cross section; Figure 3 shows the sleeper 1 upper view. Thickness, shape, length, sections - as shown in the drawing - represent one of the best solutions with respect to the functionality, the optimal shape, and also with respect to the overall weight.
We therefore point out that what described and shown in Table 1 is a practical and schematic example of the invention, since its shapes, dimensions, manufacturing and material details can vary, without forgetting the inspiring and building principle of the invention itself.

Claims

Claims
1) Cast iron sleeper with built in anchorages (hooks) for rail track, characterized by the fact of being made up of a rail sleeper (1), and of anchorages (2); the whole is cast obtained and therefore forming a single piece.
2) According to the previous claim, the sleeper is characterized by the fact of having long term well-defined mechanical characteristics meeting the necessary, constant principles of strength and resistance. 3) According to the previous claims, the sleeper is characterized by the fact of having a seemingly unlimited life.
4) According to the previous claims, the sleeper is characterized by the fact that - thanks to its very homogeneous structure - it optimally distributes stresses. 5) According to the previous claims, the sleeper is characterized by the fact it gives the track a strength suitable to heavy and very fast traffic.
6) According to the previous claims, the sleeper is characterized by the fact that it does not need the arrangement of anchoring plates (2), these being already cast built.
7) According to the previous claims, the sleeper is characterized by the fact that - already at the casting stage - the anticipated gauge is obtained.
8) According to the previous claims, the sleeper is characterized by the fact that anchorages (2) - being manufactured by casting - do not shift, and the gauge is set and fixed.
9) According to the previous claims, the sleeper totally corresponds to what described and shown in the enclosed drawing.
EP87907625A 1986-11-17 1987-11-13 Cast iron sleeper with built-in rail anchors Expired - Lifetime EP0334862B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT87907625T ATE67539T1 (en) 1986-11-17 1987-11-13 CAST IRON THRESHOLD WITH BUILT-IN RAIL ANCHORS.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT828187 1986-11-17
IT8682818A IT8682818A0 (en) 1986-11-17 1986-11-17 CAST IRON CROSSPIECE WITH INCORPORATED HOOKS FOR RAILWAY TRACK.

Publications (2)

Publication Number Publication Date
EP0334862A1 true EP0334862A1 (en) 1989-10-04
EP0334862B1 EP0334862B1 (en) 1991-09-18

Family

ID=11319501

Family Applications (1)

Application Number Title Priority Date Filing Date
EP87907625A Expired - Lifetime EP0334862B1 (en) 1986-11-17 1987-11-13 Cast iron sleeper with built-in rail anchors

Country Status (23)

Country Link
EP (1) EP0334862B1 (en)
JP (1) JPH02500921A (en)
KR (1) KR890700182A (en)
CN (1) CN1013975B (en)
AT (1) ATE67539T1 (en)
AU (1) AU609434B2 (en)
BG (1) BG50052A3 (en)
DD (1) DD275084A5 (en)
DE (1) DE3773215D1 (en)
DK (1) DK387988A (en)
ES (1) ES2005698A6 (en)
FI (1) FI892171A0 (en)
GR (1) GR871737B (en)
HU (1) HUT54218A (en)
IN (1) IN168978B (en)
IT (1) IT8682818A0 (en)
NO (1) NO883101D0 (en)
PL (1) PL268838A1 (en)
PT (1) PT86152B (en)
TR (1) TR23522A (en)
WO (1) WO1988003973A1 (en)
YU (1) YU207887A (en)
ZA (1) ZA878599B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09327524A (en) * 1996-06-13 1997-12-22 Hamamatsu Photonics Kk Bed

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1626082A (en) * 1926-12-14 1927-04-26 William R Halferty Railway tie
US1671877A (en) * 1927-07-02 1928-05-29 Frank J Strzyzewski Rail tie
BE770637A (en) * 1971-07-29 1971-12-01 Schmitz Charles J E N IMPROVEMENTS AT CROSSINGS FOR RAILWAY TRACKS.
DE2410433A1 (en) * 1974-03-05 1975-09-18 Klaus Dipl Ing Dr Hack Railway sleeper for single or double track traffic - is made of composite, elastic material and has indentations for insertion of rails
GB1504670A (en) * 1976-10-20 1978-03-22 Andersson J Sleeper

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8803973A1 *

Also Published As

Publication number Publication date
EP0334862B1 (en) 1991-09-18
BG50052A3 (en) 1992-04-15
WO1988003973A1 (en) 1988-06-02
ES2005698A6 (en) 1989-03-16
FI892171A (en) 1989-05-05
DE3773215D1 (en) 1991-10-24
IN168978B (en) 1991-08-03
FI892171A0 (en) 1989-05-05
PL268838A1 (en) 1988-07-21
ATE67539T1 (en) 1991-10-15
GR871737B (en) 1988-03-17
HUT54218A (en) 1991-01-28
AU8236987A (en) 1988-06-16
DK387988D0 (en) 1988-07-12
NO883101L (en) 1988-07-12
AU609434B2 (en) 1991-05-02
CN87107900A (en) 1988-06-15
YU207887A (en) 1991-02-28
DK387988A (en) 1988-07-12
NO883101D0 (en) 1988-07-12
DD275084A5 (en) 1990-01-10
ZA878599B (en) 1988-05-11
PT86152B (en) 1994-09-30
TR23522A (en) 1990-03-01
KR890700182A (en) 1989-03-10
JPH02500921A (en) 1990-03-29
PT86152A (en) 1988-12-15
CN1013975B (en) 1991-09-18
IT8682818A0 (en) 1986-11-17

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