EP1186709A2 - Concrete sleeper sole for high speed rail track - Google Patents

Concrete sleeper sole for high speed rail track Download PDF

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Publication number
EP1186709A2
EP1186709A2 EP01500219A EP01500219A EP1186709A2 EP 1186709 A2 EP1186709 A2 EP 1186709A2 EP 01500219 A EP01500219 A EP 01500219A EP 01500219 A EP01500219 A EP 01500219A EP 1186709 A2 EP1186709 A2 EP 1186709A2
Authority
EP
European Patent Office
Prior art keywords
sole
sleeper
concrete
underside
high speed
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
EP01500219A
Other languages
German (de)
French (fr)
Other versions
EP1186709B1 (en
EP1186709A3 (en
Inventor
Juan Enrique Plast. Mondragon S.A. Hercules Vila
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.)
Plasticos Mondragon SL
Original Assignee
Plasticos Mondragon SL
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Filing date
Publication date
Application filed by Plasticos Mondragon SL filed Critical Plasticos Mondragon SL
Publication of EP1186709A2 publication Critical patent/EP1186709A2/en
Publication of EP1186709A3 publication Critical patent/EP1186709A3/en
Application granted granted Critical
Publication of EP1186709B1 publication Critical patent/EP1186709B1/en
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
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/46—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from different materials
    • 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
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/42—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone combined with inserts of wood or other material
    • 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
    • E01B2204/01—Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete

Definitions

  • the present invention is related with a sole under concrete sleeper for high speed track, prepared to be located on the underside of the concrete sleepers which are employed in railway lines, the location being carried out during the vibration operation of the concrete of which the sleeper is going to consist, being fixed to the fresh concrete itself, employing for the fixing some particular means which for part of the sole itself.
  • the object of the invention is to provide the sleepers of the railway lines with a flexible support, deformable and elastic in order to reduce the friction in the ballast and the disorder from vibration therein.
  • the concrete sleepers are fitted with, on their underside or seating, with a polyurethane sole, incorporated on each sleeper in the moulding operation thereof.
  • the objective of the invention which constitutes the object of this Patent, consists in determining the formal and functional characteristics of the means of fixing a sole of de visco-elastic (flexible, deformable, elastic) material to the underside of a concrete sleeper for high speed railway lines, in such a manner that it satisfies simultaneously the particular provisions applicable thereto, established by the G.I.F., and the detachment test recommended by said Public Body.
  • La application of the sole on the underside of the sleeper is carried out with the latter in the inverted position with respect to that of emplacement on the line, in order that the fixing means can penetrate into the fresh concrete by applying to the outside face of the sole the appropriate pressure.
  • the means of fixing the sole to the sleeper consists in a series of linear, continuous, parallel and equidistant projections, arranged longitudinally on the underside of the sole which is applied to the base of the sleeper, in such a way that their respective centre planes are orthogonal to said underside of the sole, and their transversal sections is in the form of a double harpoon which prevents the detachment of the sole, the edges of which are separated from the rims of the base of the sleeper.
  • the sole is of the type of those of visco-elastic material (flexible, deformable, elastic), which is applied during or after the vibrating of the concrete of the sleeper, by embedding in the fresh concrete.
  • the means of fixing the sole (1) to the sleeper (2) comprise a series of linear, continuous, parallel and equidistant projections (3), arranged longitudinally on the underside (4) of the sole (1) which is applied on the base (5) of the sleeper (2), in such a manner that their respective centre planes are orthogonal to said underside (4), and, their transversal sections (6) take the form of a double harpoon which prevents the detachment of the sole (1), the edges (7) of which are separated from the rims (8) of the base of the sleeper (2).

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Golf Clubs (AREA)
  • Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
  • Road Paving Structures (AREA)

Abstract

The sole is fixed to the concrete sleeper (2) by means of a series of linear, continuous, parallel and equidistant projections (3), arranged longitudinally on the underside (4) of the sole (1) which is applied on the base (5) of the sleeper (2). The respective centre planes of said projections (3) for fixing are orthogonal to said underside (4), and, their transversal sections (6) take the form of a double harpoon which prevents the detachment of the sole (1), with respect to the sleeper (2), with the particularity that the edges (7) or outermost projections (3) are separated from the rims (8) of the base of the sleeper (2). Said sole constitutes a supporting bed for the concrete sleepers (2) employed in high speed railway lines, said supporting bed proving effective for reducing the settlement and the friction of the ballast, and also the disorder from vibration in the latter and the and the deterioration of the geometry of the line.

Description

    OBJECT OF THE INVENTION
  • The present invention is related with a sole under concrete sleeper for high speed track, prepared to be located on the underside of the concrete sleepers which are employed in railway lines, the location being carried out during the vibration operation of the concrete of which the sleeper is going to consist, being fixed to the fresh concrete itself, employing for the fixing some particular means which for part of the sole itself.
  • The object of the invention is to provide the sleepers of the railway lines with a flexible support, deformable and elastic in order to reduce the friction in the ballast and the disorder from vibration therein.
    • BACKGROUND OF THE INVENTION
  • For the purposes of controlling and enhancing the comfort of passengers in high-speed railway trains, special attention has to be placed upon the so-called "sensitive" or "singular points" of the track, since when passing over these perturbations can occur. Said points, which are necessarily present on every line, are, for example, the transitions between platforms having a different modulus of elasticity (viaducts, tunnels), the line gear (switches, expansions), etc.
  • Maintenance of the metallic superstructure of the line is relatively straightforward; but this is not so much the case both with the concrete sleepers and with the line gear.
  • To shorten the maintenance operations at the sensitive points, the concrete sleepers are fitted with, on their underside or seating, with a polyurethane sole, incorporated on each sleeper in the moulding operation thereof.
  • The support of the sleeper on the bedding which said sole constitutes, which is flexible in nature, deformable and elastic, has been shown to be effective in reducing the settlement and the friction of the ballast, the disorder from vibration therein and the deterioration of the geometry of the line.
  • For all these considerations, the Public Body Administrator of Railway Infrastructure (G.I.F.) has drawn up a document on "Particular Provisions applicable to sleepers fitted with polyurethane soles", in which are set out, among other technical conditioning factors in order that said sleepers be acceptable, those relative to the "collocation of the polyurethane sole on the underside of the sleeper", stipulating that:
  • a) - "The spacing layer between the polyurethane sole and the base of the sleeper, shall be assured with crushed gravel, or similarly treated, spread during the fabrication of the soles".
  • b) - "The soles shall be collocated during or after the vibrating of the concrete, by embedding in the fresh concrete".
  • c) - "The position of the polyurethane sole, shall be set back at the edges of the sleeper, in order to prevent any pulling off of polyurethane by the tamping machinery in the line maintenance operations employing mechanical tamping".
  • The official provisions regarding the collocation of the polyurethane sole on the underside of the sleeper, stipulates the "when" of said collocation ("during or after the vibrating of the concrete") and the "how" thereof ("by embedding in the fresh concrete"), but leaves the manufacturer free to choose the inherent characteristics of the means of fixing the sole to the sleeper, though these must pass the "detachment test" foreseen by the aforementioned Public Body for acceptance of the sleepers.
    • DESCRIPTION OF THE INVENTION
  • The objective of the invention which constitutes the object of this Patent, consists in determining the formal and functional characteristics of the means of fixing a sole of de visco-elastic (flexible, deformable, elastic) material to the underside of a concrete sleeper for high speed railway lines, in such a manner that it satisfies simultaneously the particular provisions applicable thereto, established by the G.I.F., and the detachment test recommended by said Public Body.
  • La application of the sole on the underside of the sleeper is carried out with the latter in the inverted position with respect to that of emplacement on the line, in order that the fixing means can penetrate into the fresh concrete by applying to the outside face of the sole the appropriate pressure.
  • In accordance with the invention, the means of fixing the sole to the sleeper consists in a series of linear, continuous, parallel and equidistant projections, arranged longitudinally on the underside of the sole which is applied to the base of the sleeper, in such a way that their respective centre planes are orthogonal to said underside of the sole, and their transversal sections is in the form of a double harpoon which prevents the detachment of the sole, the edges of which are separated from the rims of the base of the sleeper.
    • DESCRIPTION OF THE DRAWINGS
  • To complete the description being made and for the purpose of assisting in a better understanding of the characteristics of the invention, in accordance with a preferred example of practical embodiment thereof, and as an integral part of said description, a set of drawings is appended wherein, by way of illustration and not restrictively, the following is shown:
    • Figure 1 shows, viewed from below, the relative position of the sole with respect to the configuration of the sleeper.
    • Figure 2 is a transversal section of the sleeper with the sole applied and in the reversed position in which it is formed, vibrated and has the projections of the sole embedded therein, cut along a plane represented in Figure 1 by the line A-A.
    PREFERRED EMBODIMENT OF THE INVENTION
  • To demonstrate clearly the nature and the scope of advantageous application of the "Sole under concrete sleeper for high speed rail track" which constitutes the object of the invention, a description is provided hereunder of the structure and the disposition of the means of fixing thereof, making reference to the drawings which, by showing a preferred embodiment of said object, informative in nature, are to be taken in the broadest sense and not as limitations of the application and the content of the invention claimed.
  • The sole is of the type of those of visco-elastic material (flexible, deformable, elastic), which is applied during or after the vibrating of the concrete of the sleeper, by embedding in the fresh concrete.
  • The means of fixing the sole (1) to the sleeper (2) comprise a series of linear, continuous, parallel and equidistant projections (3), arranged longitudinally on the underside (4) of the sole (1) which is applied on the base (5) of the sleeper (2), in such a manner that their respective centre planes are orthogonal to said underside (4), and, their transversal sections (6) take the form of a double harpoon which prevents the detachment of the sole (1), the edges (7) of which are separated from the rims (8) of the base of the sleeper (2).

Claims (1)

  1. Sole under concrete sleeper for high speed rail track, of the type of those of flexible, deformable and elastic material which is collocated during or after the vibrating of the concrete of the sleeper, by embedding in the fresh concrete, characterised in that the means of fixing the sole (1) to the sleeper (2) comprise a series of linear, continuous, parallel and equidistant projections (3), arranged longitudinally on the underside (4) of the sole (1) which is applied on the base (5) of the sleeper (2), in such a manner that their respective centre planes are orthogonal to said underside (4), and, their transversal sections (6) take the form of a double harpoon which prevents the detachment of the sole (1), the edges (7) of which are separated from the rims (8) of the base of the sleeper (2).
EP01500219A 2000-09-12 2001-08-24 Concrete sleeper sole for high speed rail track Expired - Lifetime EP1186709B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES200002236A ES2166732B2 (en) 2000-09-12 2000-09-12 SOIL UNDER CONCRETE CONCRETE FOR HIGH SPEED ROADS.
ES200002236 2000-09-12

Publications (3)

Publication Number Publication Date
EP1186709A2 true EP1186709A2 (en) 2002-03-13
EP1186709A3 EP1186709A3 (en) 2002-07-03
EP1186709B1 EP1186709B1 (en) 2003-09-24

Family

ID=8494922

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01500219A Expired - Lifetime EP1186709B1 (en) 2000-09-12 2001-08-24 Concrete sleeper sole for high speed rail track

Country Status (4)

Country Link
EP (1) EP1186709B1 (en)
AT (1) ATE250689T1 (en)
DE (1) DE60100836D1 (en)
ES (1) ES2166732B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1767696A1 (en) * 2005-09-21 2007-03-28 Creabeton Matériaux AG/SA Railway sleeper
WO2008122066A1 (en) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Sleeper sole
FR2935399A1 (en) * 2008-09-02 2010-03-05 Sateba Systeme Vagneux Tie plate for connecting concrete block of monoblock or double-block crossbar of railway track rail and ballast, has cords drowned inside concrete block, and strip whose lower face is placed against cords, where lower face has hardness
WO2011020467A1 (en) * 2009-08-21 2011-02-24 Peter Plica Elastic footing for concrete ties
WO2012040798A1 (en) * 2010-09-27 2012-04-05 Cdm N.V. Elastic pad for concrete elements on which rails of a railway rest
FR2983876A1 (en) * 2011-12-12 2013-06-14 Fimor SOLE UNDER TRAVERSE AND TRAVERSE TO WHICH IS SOLIDARIZED SUCH SOLE.

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004011610A1 (en) * 2004-03-10 2005-09-29 Spreepolymer Gleistechnik Gmbh Formation of secure connection between surface of concrete beam and spray-cast high molecular weight polymer coating involves production of undercut grooves in concrete
FR2943076B1 (en) * 2009-03-11 2013-03-29 Arkema France SUPPORT SOLE FOR RAILWAY TRAVERSE COMPRISING A PVC RESIN.
BE1020135A3 (en) 2011-03-15 2013-05-07 Cdm Nv RECYCLED ELASTIC SOLE FOR CONCRETE ELEMENTS UNDER RAIL RAILS OF A RAILWAY AND METHOD OF CONFIRMING THIS SOLE.
DE102016110173A1 (en) * 2016-06-02 2017-12-07 Semperit Ag Holding sleeper
RU206455U1 (en) * 2020-12-17 2021-09-13 Общество с ограниченной ответственностью "Индустриальный центр" Sleeper pad
RU209419U1 (en) * 2021-10-22 2022-03-16 Акционерное общество "БетЭлТранс" Reinforced concrete sleeper with elastic sleeper pad

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1245564B (en) * 1961-06-27 1967-07-27 Gordon L Brechin Sealing strip for joints between components
US3363383A (en) * 1965-03-08 1968-01-16 Aluminum Co Of America Joint structures
EP0465390B1 (en) * 1990-07-06 1995-10-18 Societe Pour L'etancheite, Les Revetements Et Les Protections Railway track
EP0569867B1 (en) * 1992-05-09 1996-10-16 Phoenix Aktiengesellschaft Rail construction
EP0833008A1 (en) * 1996-09-30 1998-04-01 Societe Pour L'etancheite, Les Revetements Et Les Protections Pad underneath a sleeper for protection to ballast
EP0733738B1 (en) * 1995-03-20 2000-06-28 Societe Anonyme De Traverses En Beton Arme Systeme Vagneux Method of manufacture of a rail support and support obtained according to this method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1458257A (en) * 1974-03-07 1976-12-15 Westhoff H Floor or prefabricated floor element
US4592674A (en) * 1978-03-23 1986-06-03 Baliva Michael G Concrete manhole
DE29706642U1 (en) * 1997-04-14 1997-08-28 Spreepolymer Gummiwerke Gmbh Compound system for highly polymeric elastic sheet material and fresh, unbound concrete, especially for vibration isolation and for accident protection

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1245564B (en) * 1961-06-27 1967-07-27 Gordon L Brechin Sealing strip for joints between components
US3363383A (en) * 1965-03-08 1968-01-16 Aluminum Co Of America Joint structures
EP0465390B1 (en) * 1990-07-06 1995-10-18 Societe Pour L'etancheite, Les Revetements Et Les Protections Railway track
EP0569867B1 (en) * 1992-05-09 1996-10-16 Phoenix Aktiengesellschaft Rail construction
EP0733738B1 (en) * 1995-03-20 2000-06-28 Societe Anonyme De Traverses En Beton Arme Systeme Vagneux Method of manufacture of a rail support and support obtained according to this method
EP0833008A1 (en) * 1996-09-30 1998-04-01 Societe Pour L'etancheite, Les Revetements Et Les Protections Pad underneath a sleeper for protection to ballast

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1767696A1 (en) * 2005-09-21 2007-03-28 Creabeton Matériaux AG/SA Railway sleeper
WO2008122066A1 (en) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Sleeper sole
FR2935399A1 (en) * 2008-09-02 2010-03-05 Sateba Systeme Vagneux Tie plate for connecting concrete block of monoblock or double-block crossbar of railway track rail and ballast, has cords drowned inside concrete block, and strip whose lower face is placed against cords, where lower face has hardness
WO2011020467A1 (en) * 2009-08-21 2011-02-24 Peter Plica Elastic footing for concrete ties
WO2012040798A1 (en) * 2010-09-27 2012-04-05 Cdm N.V. Elastic pad for concrete elements on which rails of a railway rest
BE1019520A5 (en) * 2010-09-27 2012-08-07 Cdm Nv ELASTIC SOLE FOR CONCRETE ELEMENTS UNDER RAILWAYS OF A RAILWAY AND METHOD FOR CONFIRMING THIS SOLE.
US9127410B2 (en) 2010-09-27 2015-09-08 Pandrol Cdm Track N.V. Elastic pad for concrete elements on which rails of a railway rest
FR2983876A1 (en) * 2011-12-12 2013-06-14 Fimor SOLE UNDER TRAVERSE AND TRAVERSE TO WHICH IS SOLIDARIZED SUCH SOLE.
FR2983875A1 (en) * 2011-12-12 2013-06-14 Fimor SOLAR SOIL UNDER TRAFFIC SOLIDARIZABLE TO A CONCRETE BETWEEN CONCRETE OR SIMILAR AND TRAVERSE IN CONCRETE OR SIMILAR TO WHICH IS SOLIDARIZED SUCH SOLE UNDER TRAVERSE.
WO2013088073A1 (en) * 2011-12-12 2013-06-20 Fimor Crosspiece sole plate and crosspiece having such a sole plate secured thereto
WO2013088072A1 (en) * 2011-12-12 2013-06-20 Fimor Crosspiece sole plate that can be secured to a crosspiece made of concrete or the like, crosspiece having such a sole plate secured thereto, and corresponding manufacture methods and molding means

Also Published As

Publication number Publication date
EP1186709B1 (en) 2003-09-24
ATE250689T1 (en) 2003-10-15
ES2166732A1 (en) 2002-04-16
EP1186709A3 (en) 2002-07-03
ES2166732B2 (en) 2003-07-01
DE60100836D1 (en) 2003-10-30

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