EP1831467B1 - Poutre en beton et procede de production associe - Google Patents

Poutre en beton et procede de production associe Download PDF

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Publication number
EP1831467B1
EP1831467B1 EP05804984.2A EP05804984A EP1831467B1 EP 1831467 B1 EP1831467 B1 EP 1831467B1 EP 05804984 A EP05804984 A EP 05804984A EP 1831467 B1 EP1831467 B1 EP 1831467B1
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EP
European Patent Office
Prior art keywords
concrete
sleeper
mould
sleeper mould
concrete layer
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.)
Active
Application number
EP05804984.2A
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German (de)
English (en)
Other versions
EP1831467A1 (fr
Inventor
Stephan Freudenstein
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.)
Rail One GmbH
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Rail One GmbH
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Filing date
Publication date
Application filed by Rail One GmbH filed Critical Rail One GmbH
Publication of EP1831467A1 publication Critical patent/EP1831467A1/fr
Application granted granted Critical
Publication of EP1831467B1 publication Critical patent/EP1831467B1/fr
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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00—Producing shaped prefabricated articles from the material
    • B28B1/008—Producing shaped prefabricated articles from the material made from two or more materials having different characteristics or properties
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/005—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects with anchoring or fastening elements for the shaped articles
    • 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

Definitions

  • the invention relates to a method for producing a concrete sleeper for high dynamic loads in a sleeper form.
  • the document GB-A-2231902 proposes a concrete sleeper having an abrasion resistant layer forming a rail support surface.
  • the abrasion resistant layer comprises particles of alumina which are part of a cement mixture.
  • the JP-A-402229301 discloses a concrete sleeper with rail support surfaces and a lower sole region consisting of a standard concrete, wherein the rail support surfaces and the lower sole region are made of a more wear-resistant material than the rest of the threshold.
  • the invention has for its object to provide a method for producing a concrete sleeper of the type mentioned, which counteracts these wear properties with little effort.
  • the invention relates to a concrete sleeper, which is produced by a method according to the invention.
  • the abrasion, wear or tensile material is wet-wet bonded to the standard concrete in a sleeper mold and cured by first depending on the nature of the placement in the threshold, the abrasion, wear or tensile material as special concrete in introduced the sleeper mold and then the standard concrete is filled.
  • the different plastic concrete materials wet-on-wet the standard concrete and the special concrete by shaking or vibrating in the border area can be mixed together so that they form a monolithic body, but over its height on the desired different bending tensile strength or abrasion resistance.
  • a preferably prefabricated plate made of plastic is used, the plate preferably in liquid or even plastic form in the concrete form is introduced and in this state enters into a connection with the concrete.
  • a sleeper mold 1 which has mold areas for forming rail support surfaces 2.
  • steel angle 3 are introduced before filling the threshold concrete, or it is inventively applied a first concrete layer 3 'of an abrasion and wear-resistant material, as in Fig. 1 is shown on the left.
  • a standard concrete 4 as is in Fig. 2 is shown.
  • a prefabricated component in the present case, the steel angle 3, incorporated into the pressure-resistant standard concrete 4 or it is achieved by shaking and vibrating left mixing of the two types of concrete in the border area, so that forms a monolithic body, but over its height has the desired different abrasion and wear resistance.
  • the method of producing a threshold with high abrasion and wear resistance in the lower sole region is shown.
  • first of all the standard concrete 4 is introduced into the sleeper mold 1 with the exception of a low layer thickness which remains uncovered, and then a layer of a wear-resistant and / or wear-resistant special concrete 3 "is applied even in the wet state of the standard concrete 4.
  • FIGS. 5 and 6 show an embodiment in which a concrete sleeper, as shown in FIGS. 5 and 6 is prepared in the event that it rests in the middle, with the result that on the top in the middle additional tensile loads can occur.
  • a concrete sleeper as shown in FIGS. 5 and 6 is prepared in the event that it rests in the middle, with the result that on the top in the middle additional tensile loads can occur.
  • first in the threshold form 1 in the middle of a tensile concrete layer 3 "" applied as the first concrete layer then introduced the normal standard concrete 4 in the sleeper mold 1 and then analogous to the FIGS. 5 and 6 the tension-resistant special concrete 3 '"filled in as additional concrete layer.
  • the invention defined by the claims is not limited to the illustrated embodiments. Because of the different use of abrasion or wear-resistant special concrete types As well as tensile concrete in different threshold ranges, for example, the tensile strength-increasing variant according to the Fig. 5 to 9 with the variant, in which a high abrasion resistance is achieved, as it is in the Fig. 1 to 4 is shown combined.

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  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Laminated Bodies (AREA)
  • Producing Shaped Articles From Materials (AREA)

Claims (4)

  1. Procédé de fabrication d'une traverse en béton pour des charges dynamiques élevées dans un moule de traverse (1), avec des régions de moule pour la formation de surfaces d'appui de rail (2), comprenant les étapes suivantes :
    - introduction d'une première couche de béton (3') constituée d'un matériau résistant à l'usure et à la friction dans le moule de traverse (1) uniquement dans la région des régions de moule pour la formation des surfaces d'appui de rail (2) ;
    - remplissage subséquent du moule de traverse (1) avec un béton standard (4) hautement résistant recevant des forces de pression élevées ;
    - la première couche de béton (3') étant liée au béton standard (4) humide sur humide dans le moule de traverse (1) et étant durcie.
  2. Procédé de fabrication d'une traverse en béton pour des charges dynamiques élevées dans un moule de traverse (1), comprenant les étapes suivantes :
    - introduction d'une première couche de béton (3'''') constituée d'un matériau résistant à la traction au centre du moule de traverse (1) ;
    - remplissage subséquent du moule de traverse (1) avec un béton standard (4) hautement résistant recevant des forces de pression élevées ;
    - introduction d'un béton spécial résistant à la traction (3''') en tant que couche de béton supplémentaire dans le moule de traverse (1) ;
    - la première couche de béton (3'''') et le béton spécial résistant à l'usure (3''') en tant que couche de béton supplémentaire étant liés au béton standard (4) humide sur humide dans le moule de traverse (1) et étant durcis.
  3. Procédé selon la revendication 1 ou 2, caractérisé en ce que les différents types de béton introduits les uns après les autres dans le moule de traverse (1) sont mélangés dans la région limite par secouage ou vibrations afin de former un corps monolithique.
  4. Traverse en béton pour des charges dynamiques élevées, caractérisée en ce qu'elle est fabriquée selon un procédé selon l'une quelconque des revendications 1 à 3.
EP05804984.2A 2004-12-31 2005-11-25 Poutre en beton et procede de production associe Active EP1831467B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102004063636A DE102004063636A1 (de) 2004-12-31 2004-12-31 Betonschwelle für hohe dynamische Lasten
PCT/DE2005/002131 WO2006069553A1 (fr) 2004-12-31 2005-11-25 Poutre en beton et procede de production associe

Publications (2)

Publication Number Publication Date
EP1831467A1 EP1831467A1 (fr) 2007-09-12
EP1831467B1 true EP1831467B1 (fr) 2015-11-04

Family

ID=36097251

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05804984.2A Active EP1831467B1 (fr) 2004-12-31 2005-11-25 Poutre en beton et procede de production associe

Country Status (19)

Country Link
EP (1) EP1831467B1 (fr)
JP (1) JP2008527201A (fr)
KR (1) KR20070087585A (fr)
CN (1) CN101094957A (fr)
AR (1) AR056634A1 (fr)
AU (1) AU2005321663B2 (fr)
BR (1) BRPI0518986A2 (fr)
CA (1) CA2589943A1 (fr)
DE (1) DE102004063636A1 (fr)
ES (1) ES2558868T3 (fr)
HU (1) HUE026656T2 (fr)
IL (1) IL184102A0 (fr)
MA (1) MA29162B1 (fr)
MX (1) MX2007007814A (fr)
RU (1) RU2007129153A (fr)
TW (1) TW200624634A (fr)
UA (1) UA89508C2 (fr)
WO (1) WO2006069553A1 (fr)
ZA (1) ZA200706361B (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102009049411A1 (de) * 2009-10-14 2011-04-21 Db Netz Ag Spannbetonschwelle sowie Verfahren zum Transport und Einbau einer Weiche mit Spannbetonschwellen
EP2545219B1 (fr) * 2010-03-12 2014-11-05 RST-Rail Systems and Technologies GmbH Élément en béton doté d'une semelle en plastique
DE102010035675A1 (de) 2010-08-27 2012-03-01 Db Netz Ag Klappbare Weiche
DE102011109122A1 (de) * 2011-08-01 2013-02-07 B.T. Innovation Gmbh Mehrschichtiges Bauelement
WO2016130637A1 (fr) * 2015-02-11 2016-08-18 The Regents Of The University Of Michigan Traverse durable de voie ferrée

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2133115C3 (de) * 1970-07-06 1978-11-30 Neumann & Co Gmbh, Theresienfeld (Oesterreich) Schwelle für Eisenbahnschienen
NL7903569A (nl) * 1979-05-07 1980-11-11 Everts & Van Der Weyden Nv Bevestigingshuis voor een railklem en werkwijze ter vervaardiging van een betonnen dwarsligger met bevestigingshuis.
GB2207693A (en) * 1987-08-06 1989-02-08 Costain Concrete Company Limit Concrete railway sleepers
JPH02229301A (ja) * 1989-03-01 1990-09-12 Tetsudo Kizai Kogyo Kk 複合コンクリート製まくらぎ
CA2014562A1 (fr) * 1989-05-12 1990-11-12 Hartley F. Young Assise resistante a l'abrasion, pour rail de chemin de fer
SE9302118L (sv) * 1993-06-18 1994-11-21 Delcon Ab Concrete Dev Sätt att tillverka betongkonstruktioner med ett ytskydd och betongkonstruktion framställd enligt sättet
FR2753998B1 (fr) * 1996-09-30 1998-12-18 Etancheite Les Revetements Et Semelle sous traverse pour protection du ballast
JP2001254302A (ja) * 2000-03-08 2001-09-21 Taiheiyo Cement Corp 鉄道線路用枕木
DE10030998A1 (de) * 2000-06-30 2002-01-10 Schenck Process Gmbh Schwelle zur Auflage von Eisenbahnschienen
DE20013125U1 (de) * 2000-07-29 2002-01-03 Dyckerhoff & Widmann Ag Vorrichtung zum temporären Fixieren von Einbauteilen für Schienenbefestigungen bei der Herstellung von Betonschwellen

Also Published As

Publication number Publication date
TW200624634A (en) 2006-07-16
ZA200706361B (en) 2008-08-27
ES2558868T3 (es) 2016-02-09
AU2005321663B2 (en) 2009-06-25
BRPI0518986A2 (pt) 2008-12-16
AU2005321663A1 (en) 2006-07-06
RU2007129153A (ru) 2009-02-10
HUE026656T2 (en) 2016-07-28
AR056634A1 (es) 2007-10-17
UA89508C2 (uk) 2010-02-10
WO2006069553A1 (fr) 2006-07-06
EP1831467A1 (fr) 2007-09-12
JP2008527201A (ja) 2008-07-24
CA2589943A1 (fr) 2006-07-06
MX2007007814A (es) 2007-10-18
CN101094957A (zh) 2007-12-26
DE102004063636A1 (de) 2006-07-13
MA29162B1 (fr) 2008-01-02
KR20070087585A (ko) 2007-08-28
IL184102A0 (en) 2007-10-31

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