HUE026656T2 - Concrete sleeper and method for the production thereof - Google Patents
Concrete sleeper and method for the production thereof Download PDFInfo
- Publication number
- HUE026656T2 HUE026656T2 HUE05804984A HUE05804984A HUE026656T2 HU E026656 T2 HUE026656 T2 HU E026656T2 HU E05804984 A HUE05804984 A HU E05804984A HU E05804984 A HUE05804984 A HU E05804984A HU E026656 T2 HUE026656 T2 HU E026656T2
- Authority
- HU
- Hungary
- Prior art keywords
- concrete
- sleeper
- eljárás
- egy
- nagy
- Prior art date
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
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)
- Machines For Laying And Maintaining Railways (AREA)
- Producing Shaped Articles From Materials (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Laminated Bodies (AREA)
Description
CONCRETE SLEEPER AmpETTO> Wm IpE PRODUCTION THEREOF
The toveßdo» relates to j method f«» ptófacteÉng a concrete steeper $$:..fai^a dyntmùe iéa#: I s steeper mmià, A vMm® Äüjper is ktmWttt Írom the ifeiMtó OS-A~492Sd§4 its which east steel plates are «sad I order to form bearing apiaees on which so insert of plasties material Is arranged on which the rails ars positioned. He wear tessdhhch is to be inereased la this way,
Ihf document GB-A-223Í9Ö2 proposes a concrete sleeper which has m alaaic^nssistsot::layer which ihpsa rail bearing nœfâm tbs aheasioreresistent layer «sapis particles of Éumininm oxide which are a eohSihisht parr of a casneni mistere, 1¾¾ JF-A-40222§||í áiseíósss a concrete sleeper with rail bearing srs&ees soda lower bed region, conslretng of a standard coacep#toeHAie rail hearing surfaces arid |e lewer Íred region constat of a mors- venr-resisiant material than the remaining region erf the sleeper, ta rhe e vent of high dynamic loads wear andter abrasion often occurs in the rail support point regions as well as on the underneath side of the concreto sleepers. Tinte wear occurs through the compression of plastics layers which are insetted between the rail ttssti the concocts body of the cottcrcte sleeper, or through shifts irt le granules· of the ballast bed underneath the concrete sleeper. Such abrasions appear for example also during the braking of rhe enormously long trains in rhe USA and Australia wherein the welded rails cm be displaced hy some tmrpteea millimetres, which naturally leads to a corresponding abrasion impinging, on the concrete sleepers.
In the event of a. pulsating vertical load la plasdes layers are also «atepied add coteracted in the horizontal direction and consequently mb on the concrete surihee of the concrete sleepers, The ballast partíciós again mb on tin? concrete body on tbe ustdemeath of the cohgtete sleepers. This la.:o^tóp.:^tRg'.retepved at the rail support points tard on Ere underneath, of Ere conerem sleeper. As a result of this Ele geometry -and load bearing; capacity of Ere concrete sleepers Is affect# ever tine so Erst these are no longer capable of being safe and srahle support elernenss.
The object of the invention is therefore to provide a method lor manufacturing a concrete sleeper of the type mentioned at the beginning which ooaoieteetethose wear prepretire ar a low cost.
This is álneved: aecsmihg to the kvenEon by providing & method with the method steps according to claim 1, As an alternative this is also achieved by a method having the method steps according to claim 2, & addition ihe invention relates to a concrete sleeper witch: Is manafmhtrëd by a melhod according to the Invention. IE sceordMce with Ere mverelop it is proposed thar rhe ahmsiom, wear- or tenslouuresistsnt material is conuseted wet on we? with the standard concrete in a sleeper mould and A cured, it Ihre, depending; on the posttiop hi; the sleeper, first the abrasion-, wear- or torsion-resistant material. is Itetedoeed: Os special cteterete into Etc steeper mould and then the standard concrete is ft! led in,
Accordfeg ttr île iaveotkm, wfâtgjglft mailed, % simáiéiig the different plmtiekesnetete mafedais immediately ose sifiôr feeoïfeer wet m wet île SíSí^sMíeöeeí^íg Iád ÉfespectaJ concrete ae#:jÉked:*Éfe om mother through aglaiö» or vtbtaiss. is 'Ée. bouafeuy region m feat they form a muimifefe body v(àfeb:'fe.:Sô^^-iey«i !s hfeguttle desired dâÂèsi leadmg resistance or abrasion resistance, Àîtcroativeiy,: la a ferfeer development of fee method aecording to fee: invention it: sen be proposed feat: a jmsf««tj||y $p$tbrfated plate of plasties is used, wherein île piste is snîtpdoeei: psefeiiljiy in the Hűid or fell pfesfies iorm Ä#«Ä motdd end loading oeeers wish és eoMrsfe id ills state,
Farther advss^ges sM details of tie iavaatkrn at« apparent la fee Mlowing description of some exemplary embodiments as well as from île itrawùîgs, in which;
Figs, f end 2 show a séPido&l view through a slipper mootd 1er ammsllctntmg a concrete: fefeper aecordutg to île Invention wife abrssionwesislaot ralf leasing sorfecess wherein a sMi: which is not according to île invention is shewn on fee effet;
Ftp, 3 and 4 slow a kugptadinai sMtlonai view ferough a steeper mould in two different tiding stages for manufacturing a concrete steeper, whiel is nor according to fee invention, with abrasion-and/or wear-resistant matériái in dminwp entterete sieeper;
Ftp S and b slow longitudinal seetfenai views fertmgl d siegper bmdtd daring fee manatactore of a concrete sieeper, which is not according to the invention, with high tension resistance in tie tower bed region, and
Figs,:·? top slow: cross -sections] views tltongb a: Sleeper fepuidife die vfeloos: stages:: of manufacturing a codcrete sleeper according to fee Irvemion which Is: exposed; id high tensile stresses in the middle pf fee upper sister
Flgnre ! slows a sleeper amt# I which baa msmlding .regions for lobbiig rad Ifearingddriaces 2, In orderidthe event of ligl) dvrtamic, where applicable pulsaiing vertical, stresses tst achieve an inereased abrasion* andwogt-teisinnes in the region of these rail Ifeaflig surfaces 2 which serve p Sirpport learidgs, either steal: Ingles: 3 ate Itifedsteed print to filling in fee sleeper conpete, as shown os the right in Figure I, or however in aeoetdapes: wife tie inversion a first concrete layer 3* of an abrasion- ami weanresistam ntaierial is applied, as la slowl On fee lett is Figure I, A sfendpd concrafe 4 Is Ism 'introduced, as shown in Figure |, A prefabriMted eomtmneah in fee present case tie steel angle 3, Is thereby bonded into tie pressure-resistant standard concrete 4 Or intimate: mixing of tie two types of oonemte is achieved by vibration and agitation on tim kl in the femndáry region, so feat a monolithic body is lomfed which las however over ;|s height tie desifed difierent alrasron- and wear-resistance.
Tie method tántarntfectormg a sleeper with high abrasion- and iwear-rptstMce in fee lower bed melon is shown is Figures 3 and 4. To this anti fa st fee standard concrete 4 is introduced into fee sleeper mould 1 except lor a slight Isyor thickness which remains lee at fee top, shdffen a lapa of an témám- apd/or wearmtsistant special eonetele 3” is applied still in fee wet state of fee standard concrete 4,
Claims (4)
1. Eljárás nagy dinamikus terhelések felvételire alkalmas vasiul betnsalj előállítására egy betonalJÁtmlbas (I), amely ftumstarföményokkdl rendelkezik stsMíekvésí felületek (2j kialakilásáhös, aoiely eljárás s következő lépeseket farfalntaxxa; P égy súrlódás- es kopásálló anyagból levő első betonréteget f3’| játtafbnk be a bemnnlj tonnába pj esak a slpíéllekvééi felületek (2) kialafeitására; szolgáld fbrmsisrtümáoyok: ferületdnt ~ ezt kóyetöeo egy nagy nyornóeróket felvevő nagyszilárdságú szabványos befont iß) Idillink be a hetooaljformába (I); «* ahol m elad betonréteget £Γ>5»$tes«*»ö«#iáfeen' módon a betonaljfbrmábaa ff) bsszéliipk a sgabványos befonna! (4) és kikérné styígük.
2, Elf áfás nagy dinamikus ferhélésék felvitelére alkalmas vasút! bstonalj előáll kására egy betoneyibríuáháu (% amely eljárás a követkézé leplséket tartalmazza; - egy húzásnak ellenálld anyagból levő első betonréteget juttatunk he a beiortaljíónna (1) kSzepéhet ” ezt követően nagy nyomóerőket felvevő nagyszilárdságú szabványos betont (4) töltünk be a betonalj lorntáha {% " tmm hrnnm^m«gyMsäsoÄMr8^ges:-fee«>bt p*">JÄmafe-U & fteto»iiuft*ift»feft im ··· mê m első hmmmmm Ο"'} û. a Mïàawk Ânàiié ktilôsieses befont <3~') mißt ïovâbbs betoarétëgsi B^ves-a*»«ivs«te miig» fl^^szekÔtjôK a szabványom betonnal (Ό «s kîkmè^ipk.
3. Al 1. w,r * igâypœ striai tLwrts. *wf .<***». « *«»»»*«, «Km* »«» * bttoHijfcmifa 0) btatBW, tata-,,,«»< mtm* mer *«»«*«! » vta, Ss^kew?m, feôgy «i#y «noanlillkns tessef ktfpeaaönk.
4, e*i s»«,ii «,» «Mfta ***** «z«**”*”· ** “ '-3· WW*** mii «IMlifiva,
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102004063636A DE102004063636A1 (en) | 2004-12-31 | 2004-12-31 | Concrete sleepers for high dynamic loads |
Publications (1)
Publication Number | Publication Date |
---|---|
HUE026656T2 true HUE026656T2 (en) | 2016-07-28 |
Family
ID=36097251
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
HUE05804984A HUE026656T2 (en) | 2004-12-31 | 2005-11-25 | Concrete sleeper and method for the production thereof |
Country Status (19)
Country | Link |
---|---|
EP (1) | EP1831467B1 (en) |
JP (1) | JP2008527201A (en) |
KR (1) | KR20070087585A (en) |
CN (1) | CN101094957A (en) |
AR (1) | AR056634A1 (en) |
AU (1) | AU2005321663B2 (en) |
BR (1) | BRPI0518986A2 (en) |
CA (1) | CA2589943A1 (en) |
DE (1) | DE102004063636A1 (en) |
ES (1) | ES2558868T3 (en) |
HU (1) | HUE026656T2 (en) |
IL (1) | IL184102A0 (en) |
MA (1) | MA29162B1 (en) |
MX (1) | MX2007007814A (en) |
RU (1) | RU2007129153A (en) |
TW (1) | TW200624634A (en) |
UA (1) | UA89508C2 (en) |
WO (1) | WO2006069553A1 (en) |
ZA (1) | ZA200706361B (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102009049411A1 (en) * | 2009-10-14 | 2011-04-21 | Db Netz Ag | Prestressed concrete sleeper and method for transporting and installing a turnout with prestressed concrete sleepers |
RS53765B1 (en) * | 2010-03-12 | 2015-06-30 | Rst-Rail Systems And Technologies Gmbh | Concrete element with an underside plastic sole |
DE102010035675A1 (en) * | 2010-08-27 | 2012-03-01 | Db Netz Ag | Foldable switch |
DE102011109122A1 (en) * | 2011-08-01 | 2013-02-07 | B.T. Innovation Gmbh | Multilayer component |
CN107407058B (en) * | 2015-02-11 | 2020-12-25 | 密歇根大学董事会 | Durable railroad sleeper |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2133115C3 (en) * | 1970-07-06 | 1978-11-30 | Neumann & Co Gmbh, Theresienfeld (Oesterreich) | Threshold for railroad tracks |
NL7903569A (en) * | 1979-05-07 | 1980-11-11 | Everts & Van Der Weyden Nv | RAIL CLAMP MOUNTING HOUSING AND METHOD FOR MANUFACTURING A CONCRETE CROSS-BEAM WITH A MOUNTING HOUSING. |
GB2207693A (en) * | 1987-08-06 | 1989-02-08 | Costain Concrete Company Limit | Concrete railway sleepers |
JPH02229301A (en) * | 1989-03-01 | 1990-09-12 | Tetsudo Kizai Kogyo Kk | Spacing timber made of compound concrete |
CA2014562A1 (en) * | 1989-05-12 | 1990-11-12 | Hartley F. Young | Abrasion resistant rail seat |
SE9302118L (en) * | 1993-06-18 | 1994-11-21 | Delcon Ab Concrete Dev | Methods of manufacturing concrete structures with a surface protection and concrete structure prepared according to the method |
FR2753998B1 (en) * | 1996-09-30 | 1998-12-18 | Etancheite Les Revetements Et | UNDER-CROSS SOLE FOR BALLAST PROTECTION |
JP2001254302A (en) * | 2000-03-08 | 2001-09-21 | Taiheiyo Cement Corp | Sleeper for railway line |
DE10030998A1 (en) * | 2000-06-30 | 2002-01-10 | Schenck Process Gmbh | Threshold for the support of railroad tracks |
DE20013125U1 (en) * | 2000-07-29 | 2002-01-03 | Dyckerhoff & Widmann Ag | Device for temporarily fixing built-in parts for rail fastenings in the manufacture of concrete sleepers |
-
2004
- 2004-12-31 DE DE102004063636A patent/DE102004063636A1/en not_active Ceased
-
2005
- 2005-11-25 HU HUE05804984A patent/HUE026656T2/en unknown
- 2005-11-25 UA UAA200705554A patent/UA89508C2/en unknown
- 2005-11-25 JP JP2007548681A patent/JP2008527201A/en active Pending
- 2005-11-25 CA CA002589943A patent/CA2589943A1/en not_active Abandoned
- 2005-11-25 AU AU2005321663A patent/AU2005321663B2/en not_active Ceased
- 2005-11-25 ES ES05804984.2T patent/ES2558868T3/en active Active
- 2005-11-25 MX MX2007007814A patent/MX2007007814A/en not_active Application Discontinuation
- 2005-11-25 KR KR1020077012760A patent/KR20070087585A/en not_active Application Discontinuation
- 2005-11-25 WO PCT/DE2005/002131 patent/WO2006069553A1/en active Application Filing
- 2005-11-25 RU RU2007129153/11A patent/RU2007129153A/en unknown
- 2005-11-25 TW TW094141414A patent/TW200624634A/en unknown
- 2005-11-25 BR BRPI0518986-1A patent/BRPI0518986A2/en active Search and Examination
- 2005-11-25 EP EP05804984.2A patent/EP1831467B1/en active Active
- 2005-11-25 CN CNA200580045454XA patent/CN101094957A/en active Pending
- 2005-12-21 AR ARP050105444A patent/AR056634A1/en unknown
-
2007
- 2007-06-21 IL IL184102A patent/IL184102A0/en unknown
- 2007-07-23 MA MA30093A patent/MA29162B1/en unknown
- 2007-07-31 ZA ZA200706361A patent/ZA200706361B/en unknown
Also Published As
Publication number | Publication date |
---|---|
KR20070087585A (en) | 2007-08-28 |
UA89508C2 (en) | 2010-02-10 |
AU2005321663A1 (en) | 2006-07-06 |
JP2008527201A (en) | 2008-07-24 |
AU2005321663B2 (en) | 2009-06-25 |
ZA200706361B (en) | 2008-08-27 |
MX2007007814A (en) | 2007-10-18 |
DE102004063636A1 (en) | 2006-07-13 |
BRPI0518986A2 (en) | 2008-12-16 |
CA2589943A1 (en) | 2006-07-06 |
CN101094957A (en) | 2007-12-26 |
MA29162B1 (en) | 2008-01-02 |
IL184102A0 (en) | 2007-10-31 |
TW200624634A (en) | 2006-07-16 |
RU2007129153A (en) | 2009-02-10 |
EP1831467A1 (en) | 2007-09-12 |
ES2558868T3 (en) | 2016-02-09 |
AR056634A1 (en) | 2007-10-17 |
EP1831467B1 (en) | 2015-11-04 |
WO2006069553A1 (en) | 2006-07-06 |
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