DE20014999U1 - Concrete sleeper for track construction - Google Patents

Concrete sleeper for track construction

Info

Publication number
DE20014999U1
DE20014999U1 DE20014999U DE20014999U DE20014999U1 DE 20014999 U1 DE20014999 U1 DE 20014999U1 DE 20014999 U DE20014999 U DE 20014999U DE 20014999 U DE20014999 U DE 20014999U DE 20014999 U1 DE20014999 U1 DE 20014999U1
Authority
DE
Germany
Prior art keywords
concrete sleeper
knobs
sleeper according
concrete
plate material
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
DE20014999U
Other languages
German (de)
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.)
Bilfinger Berger Umwelttechnik GmbH
Original Assignee
GFI Gesellschaft fur Industrieausrustung mbH
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 GFI Gesellschaft fur Industrieausrustung mbH filed Critical GFI Gesellschaft fur Industrieausrustung mbH
Priority to DE20014999U priority Critical patent/DE20014999U1/en
Publication of DE20014999U1 publication Critical patent/DE20014999U1/en
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
    • 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
    • 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
    • E01B2201/00—Fastening or restraining methods
    • E01B2201/10—Fastening or restraining methods in alternative ways, e.g. glueing, welding, form-fits
    • 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

Landscapes

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

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (11)

1. Betonschwelle für den Gleisbau,
bei der ein Betonkörper (6) und ein aus einem hochpolymeren Material beste­ hendes elastisches Plattenmaterial (1) aneinanderliegen und miteinander ver­ bunden sind,
bei der das Plattenmaterial mittels einer geometrischen Oberflächenmodifizie­ rung in den Betonkörper formschlüssig eingreift und
bei der die geometrische Oberflächenmodifizierung vorspringende Noppen (3) bildet.1. Concrete sleeper for track construction,
in which a concrete body ( 6 ) and an existing of a high polymer material existing elastic plate material ( 1 ) lie against each other and are connected to each other,
in which the plate material engages in a form-fitting manner in the concrete body by means of a geometric surface modification and
in which the geometric surface modification forms protruding knobs ( 3 ). 2. Betonschwelle nach Anspruch 1, dadurch gekennzeichnet, daß die Oberflä­ chenmodifizierung nur von vorspringenden Noppen (3) gebildet ist und die Noppen im wesentlichen gleich gestaltet sind.2. Concrete sleeper according to claim 1, characterized in that the surface modification is only formed by protruding knobs ( 3 ) and the knobs are designed essentially the same. 3. Betonschwelle nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß sämtliche Noppen (3) in den Außenabmessungen über die Höhe im wesentlichen gleich­ bleibend sind.3. Concrete sleeper according to claim 1 or 2, characterized in that all the knobs ( 3 ) in the outer dimensions over the height are substantially constant. 4. Betonschwelle nach Anspruch 1, 2 oder 3, dadurch gekennzeichnet, daß bei den Noppen (3) das Verhältnis Durchmesse : Höhe 2-6, insbesondere ca. 4 ist.4. Concrete sleeper according to claim 1, 2 or 3, characterized in that in the knobs ( 3 ) the ratio diameter: height 2-6 , in particular about 4. 5. Betonschwelle nach einem der vorhergehenden Ansprüche, dadurch gekenn­ zeichnet, daß der Freiraum bzw. die Lücke zwischen zwei benachbarten Nop­ pen (3) jeweils kleiner als der Durchmesser der Noppen ist.5. Concrete sleeper according to one of the preceding claims, characterized in that the free space or the gap between two adjacent knobs ( 3 ) is in each case smaller than the diameter of the knobs. 6. Betonschwelle nach einem der vorhergehenden Ansprüche, dadurch gekenn­ zeichnet, daß der Freiraum bzw. die Lücke zwischen zwei benachbarten Nop­ pen jeweils das 2-6-fache, insbesondere ca. das 3-fache der Höhe der Noppen ist.6. Concrete sleeper according to one of the preceding claims, characterized records that the free space or the gap between two adjacent nop pen each 2-6 times, especially approx. 3 times the height of the knobs is. 7. Betonschwelle nach einem der vorhergehenden Ansprüche, dadurch gekenn­ zeichnet, daß das Plattenmaterial (1) auf der dem Betonkörper (6) zugewende­ ten, die Noppen (3) umfassenden Fläche flächig mit grobkörnigem Hartgranu­ lat-Einstreu (5) mittels eines Klebers (4) beklebt ist.7. Concrete sleeper according to one of the preceding claims, characterized in that the plate material ( 1 ) on the concrete body ( 6 ) facing th, the knobs ( 3 ) comprising surface area with coarse-grained hard granulate latitter ( 5 ) by means of an adhesive ( 4 ) is pasted. 8. Betonschwelle nach Anspruch 7, dadurch gekennzeichnet, daß der grobkörnige Einstreu (5) eine Körnung 1,0-10,0 mm hat. 8. Concrete sleeper according to claim 7, characterized in that the coarse-grained bedding ( 5 ) has a grain size of 1.0-10.0 mm. 9. Betonschwelle nach Anspruch 7 oder 8, dadurch gekennzeichnet, daß der grob­ körnige Einstreu (5) mit 1,0-2,5 kg/m2 vorgesehen ist.9. Concrete sleeper according to claim 7 or 8, characterized in that the coarse granular litter ( 5 ) is provided with 1.0-2.5 kg / m 2 . 10. Betonschwelle nach Anspruch 7, 8 oder 9, dadurch gekennzeichnet, daß der Kunststoff-Kleber (4) mit 100-400 g/m2 vorgesehen ist.10. Concrete sleeper according to claim 7, 8 or 9, characterized in that the plastic adhesive ( 4 ) is provided with 100-400 g / m 2 . 11. Betonschwelle nach einem der Ansprüche 7 bis 10, dadurch gekennzeichnet, daß das Plattenmaterial (1) vor dem Aufbringen des Klebers (4) mit einer Oberflä­ chenaktivierung versehen ist.11. Concrete sleeper according to one of claims 7 to 10, characterized in that the plate material ( 1 ) is provided with a surface activation prior to the application of the adhesive ( 4 ).
DE20014999U 2000-08-30 2000-08-30 Concrete sleeper for track construction Expired - Lifetime DE20014999U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20014999U DE20014999U1 (en) 2000-08-30 2000-08-30 Concrete sleeper for track construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE20014999U DE20014999U1 (en) 2000-08-30 2000-08-30 Concrete sleeper for track construction

Publications (1)

Publication Number Publication Date
DE20014999U1 true DE20014999U1 (en) 2002-01-24

Family

ID=7945852

Family Applications (1)

Application Number Title Priority Date Filing Date
DE20014999U Expired - Lifetime DE20014999U1 (en) 2000-08-30 2000-08-30 Concrete sleeper for track construction

Country Status (1)

Country Link
DE (1) DE20014999U1 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008122065A1 (en) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Coating material for direct connection to a concrete structure
AT505117B1 (en) * 2007-04-06 2009-05-15 Semperit Ag Holding sleeper
ES2337644A1 (en) * 2007-07-23 2010-04-27 Iberofon Plasticos, S.L. Sole for conviction travies for railways (Machine-translation by Google Translate, not legally binding)
DE102009019683A1 (en) 2009-04-30 2010-11-04 Pahnke, Ulf, Dr.-Ing. Ballast track, has equalizing layer structured in surface that is turned toward ballast bed such that broken stones are totally or partially taken up and that layer is not plastically and elastically deformable when loaded by rail vehicles
FR2983876A1 (en) * 2011-12-12 2013-06-14 Fimor SOLE UNDER TRAVERSE AND TRAVERSE TO WHICH IS SOLIDARIZED SUCH SOLE.
DE102015106924A1 (en) * 2015-05-04 2016-11-10 Rail.One Gmbh Arrangement for supporting a rail track and associated rail track
CN110468629A (en) * 2019-08-28 2019-11-19 吴永芳 For assembled track viscoplasticity bed course manufacturing method and equipment, viscoplasticity bed course
WO2022166343A1 (en) * 2021-02-03 2022-08-11 李武军 Plastic sleeper and plastic sleeper assembly

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4439816A1 (en) * 1994-11-08 1996-05-30 Clouth Gummiwerke Ag Process for the production of an elastically mountable track support plate

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4439816A1 (en) * 1994-11-08 1996-05-30 Clouth Gummiwerke Ag Process for the production of an elastically mountable track support plate

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
JP 10183503 A.,In: Patent Abstracts of Japan *

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008122065A1 (en) * 2007-04-06 2008-10-16 Semperit Aktiengesellschaft Holding Coating material for direct connection to a concrete structure
AT505180B1 (en) * 2007-04-06 2009-03-15 Semperit Ag Holding COATING MATERIAL FOR DIRECT CONNECTION TO A CONCRETE COMPONENT
AT505117B1 (en) * 2007-04-06 2009-05-15 Semperit Ag Holding sleeper
ES2337644A1 (en) * 2007-07-23 2010-04-27 Iberofon Plasticos, S.L. Sole for conviction travies for railways (Machine-translation by Google Translate, not legally binding)
DE102009019683A1 (en) 2009-04-30 2010-11-04 Pahnke, Ulf, Dr.-Ing. Ballast track, has equalizing layer structured in surface that is turned toward ballast bed such that broken stones are totally or partially taken up and that layer is not plastically and elastically deformable when loaded by rail vehicles
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
DE102015106924A1 (en) * 2015-05-04 2016-11-10 Rail.One Gmbh Arrangement for supporting a rail track and associated rail track
DE102015106924B4 (en) * 2015-05-04 2020-09-24 Rail.One Gmbh Arrangement for mounting a rail track and associated rail track
CN110468629A (en) * 2019-08-28 2019-11-19 吴永芳 For assembled track viscoplasticity bed course manufacturing method and equipment, viscoplasticity bed course
WO2022166343A1 (en) * 2021-02-03 2022-08-11 李武军 Plastic sleeper and plastic sleeper assembly

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Legal Events

Date Code Title Description
R163 Identified publications notified
R207 Utility model specification

Effective date: 20020228

R150 Term of protection extended to 6 years

Effective date: 20031030

R157 Lapse of ip right after 6 years

Effective date: 20070301