EP1831467A1 - Poutre en beton et procede de production associe - Google Patents

Poutre en beton et procede de production associe

Info

Publication number
EP1831467A1
EP1831467A1 EP05804984A EP05804984A EP1831467A1 EP 1831467 A1 EP1831467 A1 EP 1831467A1 EP 05804984 A EP05804984 A EP 05804984A EP 05804984 A EP05804984 A EP 05804984A EP 1831467 A1 EP1831467 A1 EP 1831467A1
Authority
EP
European Patent Office
Prior art keywords
concrete
sleeper
wear
abrasion
producing
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
EP05804984A
Other languages
German (de)
English (en)
Other versions
EP1831467B1 (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
Original Assignee
Rail One GmbH
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 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
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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 concrete sleeper for high dynamic loads with rail support surfaces and a lower rail area, consisting of a high compressive high-strength standard concrete.
  • the invention is therefore an object of the invention to provide a concrete sleeper of the type mentioned, which counteracts these wear properties with little effort.
  • the invention provides that rail support surfaces and / or the lower sole region consists of a wear-resistant, abrasion-resistant or tensile material or consist.
  • the invention relates to a method for producing a concrete sleeper of the type described.
  • the wear, abrasion or tensile material is inserted as a prefabricated plate or profile in a sleeper form under or on the standard concrete and connects with its curing with him.
  • the abrasion-, wear- or tensile-resistant material can be a metal angle inserted.
  • the abrasion-, wear- or tensile-resistant material is wet-wet bonded to the standard concrete in a sleeper mold and cured, depending on the type of placement in the threshold first the abrasion- , wear-resistant or tensile material introduced as a special concrete material in the sleeper mold and then filled the standard concrete or conversely first the standard concrete is filled and then the special concrete material is introduced as the top layer in the sleeper mold to form the wear and abrasion resistant sole.
  • the standard concrete and the special concrete material can be mixed by shaking or vibrating in the border area to form a monolithic body, but over its height has the desired different bending tensile strength or abrasion resistance.
  • FIG. 2 shows a section through a sleeper mold for producing a concrete sleeper according to the invention with abrasion-resistant rail support surfaces, different variants being shown on the left and right, FIG.
  • Fig. 3 u. 4 shows a longitudinal section through a sleeper mold in two different filling stages for producing a concrete sleeper according to the invention with abrasion and / or wear-resistant material in the lower sole region of the concrete sleeper,
  • FIG. 5 u. 6 longitudinal sections through a sleeper mold in the manufacture of a concrete sleeper according to the invention with high tensile strength in the lower sole region
  • Figures 7 to 9 are sections through a sleeper mold at the various stages of making a concrete sleeper subjected to high tensile stresses in the center of the top.
  • a sleeper mold 1 is shown, the mold areas for the formation of rail support surfaces 2 has.
  • steel angles 3 can be introduced before filling the threshold concrete, as shown on the right in FIG. 1, or else
  • a first concrete layer 3 'of an abrasion and wear-resistant material can be applied, as shown on the left in FIG.
  • a standard emerging concrete 4 as shown in Fig. 2.
  • Figs. 3 and 4 there is shown the method of manufacturing a high abrasion and wear resistance threshold in the lower sole region.
  • the standard concrete 4 is first introduced into the sleeper mold 1, with the exception of a small layer thickness which remains uncovered, and then, in the wet state of the standard concrete 4, a layer of a wear-resistant and / or wear-resistant special concrete 3 "is applied.
  • the embodiment according to FIGS. 5 and 6 involves the production of a threshold for railroad tracks in which high tensile forces occur in the lower region of the concrete sleepers.
  • the standard concrete 4 is again introduced with high compressive strength to about half of the threshold height and then filled a special concrete 3 '"with high tensile strength, again realized by compacting and vibrating in the interfaces a monolithic compound of the two types of concrete becomes.
  • FIGS. 7 to 9 show an embodiment in which a concrete sleeper, as has been produced in FIGS. 5 and 6, is prepared in the event that it rests in the middle, with the result that on the upper side in the middle additional tensile loads can occur.
  • a tensile concrete layer 3 "" is first applied as the first layer of concrete in the threshold form 1 in the middle, then introduced the normal standard concrete 4 in the sleeper mold 1 and then analogous to FIGS. 5 and 6 of the tensile solid concrete 3 ' "filled as another concrete layer.
  • the invention is not limited to the illustrated embodiments. Because of the different use of abrasion or wear-resistant special concrete types and tensile concrete in different threshold ranges, for example, the tensile strength-increasing variant according to FIG. 5 to 9 with the variant in which a high abrasion resistance is achieved, as shown for example in Figs. 1 to 4, are combined.

Landscapes

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

Abstract

L'invention concerne une poutre en béton pour des grandes charges dynamiques comprenant des portées à rails (2) et une partie base inférieure, comprenant du béton standard (4) à haute rigidité, recevant des forces de pression élevées, les portées à rails (2) et/ou la partie base inférieure comprenant un matériau résistant à l'usure, au frottement ou à la traction.
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 true EP1831467A1 (fr) 2007-09-12
EP1831467B1 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
WO2011110669A1 (fr) * 2010-03-12 2011-09-15 Rst-Rail Systems And Technologies Gmbh Traverse en béton et procédé de fabrication correspondant
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
CN107407058B (zh) * 2015-02-11 2020-12-25 密歇根大学董事会 耐久性铁路轨枕

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
SE501129C2 (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

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2006069553A1 *

Also Published As

Publication number Publication date
KR20070087585A (ko) 2007-08-28
AU2005321663A1 (en) 2006-07-06
RU2007129153A (ru) 2009-02-10
TW200624634A (en) 2006-07-16
EP1831467B1 (fr) 2015-11-04
ZA200706361B (en) 2008-08-27
ES2558868T3 (es) 2016-02-09
IL184102A0 (en) 2007-10-31
CN101094957A (zh) 2007-12-26
WO2006069553A1 (fr) 2006-07-06
AR056634A1 (es) 2007-10-17
HUE026656T2 (en) 2016-07-28
MA29162B1 (fr) 2008-01-02
JP2008527201A (ja) 2008-07-24
AU2005321663B2 (en) 2009-06-25
BRPI0518986A2 (pt) 2008-12-16
MX2007007814A (es) 2007-10-18
CA2589943A1 (fr) 2006-07-06
UA89508C2 (uk) 2010-02-10
DE102004063636A1 (de) 2006-07-13

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