EP0751257B1 - Improved pan for railway line double-block sleepers - Google Patents

Improved pan for railway line double-block sleepers Download PDF

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Publication number
EP0751257B1
EP0751257B1 EP96500063A EP96500063A EP0751257B1 EP 0751257 B1 EP0751257 B1 EP 0751257B1 EP 96500063 A EP96500063 A EP 96500063A EP 96500063 A EP96500063 A EP 96500063A EP 0751257 B1 EP0751257 B1 EP 0751257B1
Authority
EP
European Patent Office
Prior art keywords
pan
block
ridges
embossments
interspaces
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
EP96500063A
Other languages
German (de)
French (fr)
Other versions
EP0751257A3 (en
EP0751257A2 (en
Inventor
Juan Ventosa Dunjo
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.)
TRANSFORMADOS DEL NORTE SA
Original Assignee
TRANSFORMADOS DEL NORTE SA
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 TRANSFORMADOS DEL NORTE SA filed Critical TRANSFORMADOS DEL NORTE SA
Publication of EP0751257A2 publication Critical patent/EP0751257A2/en
Publication of EP0751257A3 publication Critical patent/EP0751257A3/en
Application granted granted Critical
Publication of EP0751257B1 publication Critical patent/EP0751257B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/005Ballastless track, e.g. concrete slab trackway, or with asphalt layers with sleeper shoes
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/01Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete

Definitions

  • the present patent application relates to an improved pan for a block of a railway line double-block sleeper according to the preamble of claim 1 which, in addition to the function for which it was designed, affords a number of advantages discussed hereinafter, and others that are inherent in its organisation and construction.
  • STEDEF type lines without ballast is known since the year 1963, based upon the principle of mounting a sleeper comprising two concrete blocks with a modified base in which a rubber pan is housed including symmetrical ridges on its sides, and having a foam mattress on the bottom end to prevent transmission of vibrations.
  • This double-block sleeper is provided with a steel spacing bar which is primarily designed to maintain the gauge upon mounting, and further to absorb the lateral stresses originating in the wheel-rail interaction.
  • a conventional pan of this type is shown in Fig. 1 and 2, discussed later.
  • the conventional pan is of the kind comprising a rubber part, generally designated -1-, as shown in figures 1 and 2, provided with symmetrical ridges -2- and having a foam mattress -3- located on the lower inner base, which pan is designed to be housed in the modified base of a sleeper comprising two concrete blocks -4- connected by means of a steel spacing bar -5- and which is designed to avoid the transmission of vibrations.
  • the spacing bar -5- is designed to maintain the gauge upon mounting and absorb the lateral stresses F3 resulting from the wheel-rail interaction, to avoid gauge widenings of the rails and prevent derailments. If the spacing bar -5- is removed, for the reasons aforesaid, and the sleeper is made as illustrated in figure 2, the force F 2 , when acting upon the running rail, generates a turning torque that is transferred to the block -4-, compressing the rubber ridges -2a- and decompressing the ridges -2b- which, because of their very elastic nature, yield generating very dangerous gauge widenings.
  • the improvements lie in configuring an asymmetrical pan with its side walls having a variable rigidity that lies in a greater rubber mass at areas that are placed under a greater compression due to the lateral stresses under a passing train.
  • the asymmetrical pan which is the subject-matter of the present invention, has varying rigidities on its sides, directly in proportion to the stresses applied by the concrete block due to the wheel-rail interaction.
  • the improved pan provides the advantages described above as well as others that will follow easily from the description of embodiments described hereinafter in detail with reference to the drawings.
  • the invention lies particularly in improvements made in rubber pans of this kind, and is based upon varying the rigidities of the rubber side walls asymmetrically, as shown in figures 3 to 7, which illustrate embodiments of the invention.
  • the pan which is the subject-matter of the invention is designated -6- to distinguish it from the conventional pan -1- aforesaid.
  • This pan -6- is provided with an asymmetry on the structure of its sides.
  • the ridges designated -7- have less interspaces -8- and there is therefore a far greater resistance to expansion of the rubber due to compression, thereby lowering the chances of the block -4- pitching.
  • the ridges designated -7a- however, have a larger number of interspaces -8a-, for they are subjected to a discharge of lateral compression.
  • Figures 6 and 7 illustrate an alternative embodiment of the invention, in which the asymmetrical variation of the rigidities on the side walls is achieved through other means, such as by forming circular embossments -9- of large diameter at areas placed under a greater compression, and embossments -10- of lesser diameter on the surfaces subjected to a discharge of the side compression.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
  • Orthopedics, Nursing, And Contraception (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
  • Refinement Of Pig-Iron, Manufacture Of Cast Iron, And Steel Manufacture Other Than In Revolving Furnaces (AREA)

Abstract

The rubber Pan (6) has an asymmetry that varies the rigidities on the sides directly in proportion to the stresses applied by the concrete block (4) due to the wheel-rail interaction. The asymmetrical variation can be achieved by decreasing the number of interspaces (8) between the ridges (7). The pan subject of the invention is applicable to double-block sleepers without a spacing bar in order to prevent pitching of the concrete block (4) and therefore gage widening of rails. <IMAGE> <IMAGE>

Description

The present patent application relates to an improved pan for a block of a railway line double-block sleeper according to the preamble of claim 1 which, in addition to the function for which it was designed, affords a number of advantages discussed hereinafter, and others that are inherent in its organisation and construction.
The use of STEDEF type lines without ballast is known since the year 1963, based upon the principle of mounting a sleeper comprising two concrete blocks with a modified base in which a rubber pan is housed including symmetrical ridges on its sides, and having a foam mattress on the bottom end to prevent transmission of vibrations. This double-block sleeper is provided with a steel spacing bar which is primarily designed to maintain the gauge upon mounting, and further to absorb the lateral stresses originating in the wheel-rail interaction. A conventional pan of this type is shown in Fig. 1 and 2, discussed later.
The reason why such stresses need to be absorbed is to avoid gauge widenings of the rails and thereby prevent derailment from occurring; the presence of the current spacing bar is, however, in practice a hindrance which makes it difficult for people to walk between the rails in the line, which circumstance poses a major problem when passengers must be evacuated due to a breakdown or otherwise, for they must walk between the rails and risk being injured by the spacing bars that form an integral part of current double-block sleepers.
The elimination of spacing bars in order to solve the foregoing problem is currently not possible, since a force acting sideways on the running rail, originating when the train is running, particularly at a bend, generates a turning torque that is transferred to the concrete block, compressing the rubber ridges on one side of the pan and decompressing the ridges on the opposite side of said pan, the very elastic nature of the ridges causing them to yield, which results in very dangerous gauge widenings.
With reference to Fig. 1 and 2, the conventional pan is of the kind comprising a rubber part, generally designated -1-, as shown in figures 1 and 2, provided with symmetrical ridges -2- and having a foam mattress -3- located on the lower inner base, which pan is designed to be housed in the modified base of a sleeper comprising two concrete blocks -4- connected by means of a steel spacing bar -5- and which is designed to avoid the transmission of vibrations.
As noted hereinabove, the spacing bar -5-is designed to maintain the gauge upon mounting and absorb the lateral stresses F3 resulting from the wheel-rail interaction, to avoid gauge widenings of the rails and prevent derailments. If the spacing bar -5- is removed, for the reasons aforesaid, and the sleeper is made as illustrated in figure 2, the force F2, when acting upon the running rail, generates a turning torque that is transferred to the block -4-, compressing the rubber ridges -2a- and decompressing the ridges -2b- which, because of their very elastic nature, yield generating very dangerous gauge widenings.
Now, therefore, no double-block sleeper without a spacing bar is known in the current state of the art which suitably reacts to the overturning torque derived from the lateral stresses caused by a train running upon the sleeper, which results in the gauge widenings of the rails.
It is the object of the present invention to provide improvements for rubber pans of the kind located at the modified base of a double-block sleeper, with which a wholly different performance is achieved with regard to the turning torque resulting from the lateral stresses referred to in the above section, whereby the spacing bar can be removed without risking derailment.
This object is achieved by a pan according to claim 1.
Further developments of the invention are given in the dependent claims.
The improvements lie in configuring an asymmetrical pan with its side walls having a variable rigidity that lies in a greater rubber mass at areas that are placed under a greater compression due to the lateral stresses under a passing train.
Now, therefore, the asymmetrical pan which is the subject-matter of the present invention, has varying rigidities on its sides, directly in proportion to the stresses applied by the concrete block due to the wheel-rail interaction.
The improved pan provides the advantages described above as well as others that will follow easily from the description of embodiments described hereinafter in detail with reference to the drawings.
In the drawings:
  • Figures 1 and 2 show conventional pans of the prior art, and respectively illustrate the performance of a double-block sleeper with a spacing bar and the performance of the block of a sleeper of the same kind, albeit without a spacing bar, when a train is running thereon;
  • Figure 3 is a longitudinal section of an asymmetrical pan in accordance with an embodiment of the invention;
  • Figures 4 and 5 show two cross sections along A-A and B-B in figure 3; and
  • Figures 6 and 7 are sections equivalent to the above of an asymmetrical pan in accordance with a further embodiment of the invention, which figures respectively illustrate the outer front and inner front of the pan.
  • The invention lies particularly in improvements made in rubber pans of this kind, and is based upon varying the rigidities of the rubber side walls asymmetrically, as shown in figures 3 to 7, which illustrate embodiments of the invention.
    In said figures, the pan which is the subject-matter of the invention is designated -6- to distinguish it from the conventional pan -1- aforesaid. This pan -6- is provided with an asymmetry on the structure of its sides. As shown in figures 3 to 5, the ridges designated -7- have less interspaces -8- and there is therefore a far greater resistance to expansion of the rubber due to compression, thereby lowering the chances of the block -4- pitching. The ridges designated -7a-, however, have a larger number of interspaces -8a-, for they are subjected to a discharge of lateral compression.
    Figures 6 and 7 illustrate an alternative embodiment of the invention, in which the asymmetrical variation of the rigidities on the side walls is achieved through other means, such as by forming circular embossments -9- of large diameter at areas placed under a greater compression, and embossments -10- of lesser diameter on the surfaces subjected to a discharge of the side compression.

    Claims (4)

    1. An improved pan for a block of a railway line double-block sleeper, the pan being of the kind comprising a single rubber body, with ridges or embossments on the side walls and a foam mattress on the bottom end, the pan being designed to be housed in the modified base of a double-block sleeper without a spacing bar, characterised by having an asymmetry with respect to the arrangement of said ridges or embossments on the sidewalls, affecting the top and bottom area thereof, which provides varying rigidities in such areas, directly in proportion to the stresses applied by the block due to the wheel-rail interaction, in order to avoid pitching thereof and gauge widening of the rails.
    2. The pan as in claim 1, characterised in that the asymmetry of the sides is configured by the presence of first ridges (7) in a first area of a sidewall, provided with less interspaces (8) than the interspaces (8a) existing between second ridges (7a) of a second area of a sidewall.
    3. The pan as in claim 1, characterised in that the asymmetry of the sides is configured by the presence of first embossments (9) having a greater surface area than second embossments (10), between which interspaces of greater surface area are provided.
    4. The pan of one of claims 1 to 3, wherein the block of the railway line double-block sleeper is made of concrete.
    EP96500063A 1995-05-18 1996-05-17 Improved pan for railway line double-block sleepers Expired - Lifetime EP0751257B1 (en)

    Applications Claiming Priority (2)

    Application Number Priority Date Filing Date Title
    ES9500946 1995-05-18
    ES09500946A ES2119633B1 (en) 1995-05-18 1995-05-18 PERFECTED POT FOR CROSSROAD BIBLOCK OF VIA FERREA.

    Publications (3)

    Publication Number Publication Date
    EP0751257A2 EP0751257A2 (en) 1997-01-02
    EP0751257A3 EP0751257A3 (en) 1997-03-26
    EP0751257B1 true EP0751257B1 (en) 2001-08-29

    Family

    ID=8290385

    Family Applications (1)

    Application Number Title Priority Date Filing Date
    EP96500063A Expired - Lifetime EP0751257B1 (en) 1995-05-18 1996-05-17 Improved pan for railway line double-block sleepers

    Country Status (4)

    Country Link
    EP (1) EP0751257B1 (en)
    AT (1) ATE204938T1 (en)
    DE (1) DE69614781D1 (en)
    ES (1) ES2119633B1 (en)

    Families Citing this family (4)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    DK1017906T3 (en) * 1997-09-26 2004-03-01 Phoenix Ag rail Facilities
    DE202012006937U1 (en) * 2012-07-18 2013-10-21 Imes-Icore Gmbh Linear feed unit
    CN112626931B (en) * 2020-12-22 2021-10-15 中国铁路设计集团有限公司 Vibration-damping roadbed with periodic cushion layer for spot paving
    CN113106791A (en) * 2021-04-19 2021-07-13 晟建科技集团有限公司 Shape tuning steel rail vibration absorber

    Family Cites Families (5)

    * Cited by examiner, † Cited by third party
    Publication number Priority date Publication date Assignee Title
    FR2097231A6 (en) * 1970-06-08 1972-03-03 Ferroviaires Soc
    JPS59641B2 (en) * 1975-08-04 1984-01-07 コウワカセイ カブシキガイシヤ Boushinkidou Kouzou
    FR2648489B1 (en) * 1989-06-19 1991-09-27 Allevard Ind Sa BALLAST-FREE RAILWAY SYSTEM
    DE4220799A1 (en) * 1992-02-28 1993-09-02 Hilti Ag DEVICE FOR STORING RAILS
    IT1256209B (en) * 1992-12-21 1995-11-29 Coopsette Scrl ARMING GROUP WITH RAIL SUPPORT BLOCKS TRANSVERSALLY HOUSED IN LONGITUDINAL CONTAINERS WITH INTERPOSITION OF ELASTIC ELEMENTS

    Also Published As

    Publication number Publication date
    ES2119633A1 (en) 1998-10-01
    ATE204938T1 (en) 2001-09-15
    DE69614781D1 (en) 2001-10-04
    EP0751257A3 (en) 1997-03-26
    EP0751257A2 (en) 1997-01-02
    ES2119633B1 (en) 1999-05-16

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