DK2591185T3 - Sleepers Ability Reorganization - Google Patents

Sleepers Ability Reorganization Download PDF

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Publication number
DK2591185T3
DK2591185T3 DK11730876T DK11730876T DK2591185T3 DK 2591185 T3 DK2591185 T3 DK 2591185T3 DK 11730876 T DK11730876 T DK 11730876T DK 11730876 T DK11730876 T DK 11730876T DK 2591185 T3 DK2591185 T3 DK 2591185T3
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DK
Denmark
Prior art keywords
resin binder
quartz sand
mixture
epoxide resin
epoxy resin
Prior art date
Application number
DK11730876T
Other languages
Danish (da)
Inventor
Enno Falk
Original Assignee
Sersa Group Ag Schweiz
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 Sersa Group Ag Schweiz filed Critical Sersa Group Ag Schweiz
Application granted granted Critical
Publication of DK2591185T3 publication Critical patent/DK2591185T3/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B31/00Working rails, sleepers, baseplates, or the like, in or on the line; Machines, tools, or auxiliary devices specially designed therefor
    • E01B31/20Working or treating non-metal sleepers in or on the line, e.g. marking, creosoting
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0203Arrangements for filling cracks or cavities in building constructions
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0203Arrangements for filling cracks or cavities in building constructions
    • E04G23/0211Arrangements for filling cracks or cavities in building constructions using injection

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Sealing Material Composition (AREA)
  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Description

TECHNICAL FIELD
The present invention relates to a method and a sealing agent for closing cracks in concrete crossties.
PRIOR ART
Railway crossties are subjected to severe loads. They must therefore be replaced regularly. This is relatively cost-intensive and in addition leads to relatively long interruptions in the use of the railway track. In particular, in the case of what are called "ballastless railway tracks", in which the crossties are cast, an alternative solution for remediation of the crossties is necessary.
It is known to use Icosit®, a 2-component epoxy resin binder, in the form of pourable mortar for fixing bolts and for grouting adhesive joints having a width of more than 1 cm. Stable epoxy resin mortar is used for sealing rail base plates, bridge bearings and machine foundations. Icosit® is offered by Sika. JP 2007 255039 discloses a method for the remediation of such crossties, in which the crack is first casted with epoxy resin alone. Subsequently, a cement based on silica sand is applied to the area above and around the crack. DE 101 48 533 discloses a mixture of silica sand and epoxy resin for the sealing of stone and constructions. The mixture is pressed into the cracks and cavities. The particle size of the solid matter is adjusted to the dimension of the crack.
DESCRIPTION OF THE INVENTION
It is an object of the invention to provide a simple, inexpensive and rapid method and a means for remediation of concrete crossties of a railway track.
This object is achieved by a method having the features of claim 1, and a sealing agent having the features of claim 9.
According to the invention, cracks in the concrete crosstie are filled with a sealing agent which consists of a pourable epoxy resin mortar. In this case the mortar is formed from a mixture of an epoxy resin binder with quartz sand. According to the invention, the quartz sand has a grain size from 0.1 mm to 1 mm. Preferably, the grain size is 0.2 mm to 0.7 mm, and more preferably 0.4 mm to 0.7 mm.
The sand used preferably has grains of diameters in the total stated grain size range. It is, however, also possible that a sand is selected, the grains of which only have diameters in a range smaller than the stated one. Examples thereof are ranges from 0.1 mm to 0.3 mm, 0.2 mm to 0.7 mm and 0.5 mm to 1 mm.
It has surprisingly been found that this pourable mortar is suitable for sealing very small cracks in concrete crossties. It has surprisingly been found that use of a finer grain size does not lead to a better result. The mortar is astonishingly also suitable for cracks, the width of which is no greater, or insignificantly greater than, the quartz sand grain size used. For instance, cracks of a width of equal to or less than 1 mm, in particular of 0.3 mm, 0.5 mm and 1 mm, may be filled and sealed.
As a result, in particular concrete crossties in ballastless railway tracks may be promptly remediated and need not be removed from the track.
Good results were achieved, when, apart from the binder and the quartz sand, no further component was added. Preferably, the epoxy resin binder and quartz sand are used in a mixinq ratio of 1:1 weight percent.
Preferably, the epoxy resin binder is a 2-component agent. In particular, Icosit® from Sika has proved itself. Good results were achieved with Icosit® KC 220/60 TX.
In the method according to the invention, the crack that is to be sealed is preferably dried before it is filled with the mixture. For example, a propane thawing apparatus is suitable for the drying. Preferably, the pourable mortar is applied with a spatula onto and thereby into the crack, wherein it is spread along the crack .
Further embodiments and variants of the method are given in the dependent claims.
DESCRIPTION OF PREFERRED EMBODIMENTS
Icosit® KC 220/60 TX was mixed with quartz sand of the following grain sizes: a) 0.1 mm to 0.3 mm b) 0.2 mm to 0.7 mm c) 0.5 mm to 1.0 mm d)
The mixing ratio was in each case 1:1 weight percent.
Cracks of 0.3 mm, 0.5 mm and 1.0 mm were filled.
The depth of penetration of the pourable mortar thus mixed was always about 10 mm. No significant differences were determined.
When the cracks were sealed, the following procedure was followed: a) the cracks to be filled are marked b) the construction site is set up c) the cracks are, if need be, cleaned and dried using a propane thawing apparatus d) the mortar according to the invention is poured by hand into the cracks, at an external temperature of +5°C to +35°C, or applied with a spatula, and e) the sealing compound is reworked, in particular spread with a spatula. The reworking proceeds immediately after application of the mortar.
The sealing compound is cured approximately 33 h after processing. The filled crossties can, however, be used for traffic immediately after completion of the remediation .

Claims (15)

1. Fremgangsmåde til lukning af revner i betonsveller af en jernbaneskinne, især i betonsveller af et spor uden ballast, hvor revnerne har en bredde på lig med eller mindre end 1 mm, kendetegnet ved, at der til lukning anvendes en blanding af et epoxidharpiksbindemiddel med kvartssand, der som blanding støbes ind i revnen eller anbringes på eller i revnen, hvor kvartssandet har en kornstørrelse fra 0,1 mm til 1 mm.A method of closing cracks in concrete sleepers of a rail track, especially in concrete sleepers of a track without ballast, the cracks having a width equal to or less than 1 mm, characterized in that a mixture of an epoxy resin binder with quartz sand cast as a mixture into the crack or placed on or in the crack, where the quartz sand has a grain size of 0.1 mm to 1 mm. 2. Fremgangsmåde ifølge krav 1, hvorved der anvendes en kornstørrelse fra 0,2 mm til 0,7 mm, især fra 0,4 mm til 0,7 mm.The method of claim 1, using a grain size of 0.2 mm to 0.7 mm, in particular from 0.4 mm to 0.7 mm. 3. Fremgangsmåde ifølge et af kravene 1 til 2, hvorved der anvendes epoxidharpiksbindemiddel og kvartssand i et blandingsforhold på 1:1 vægtprocent.A method according to any one of claims 1 to 2, using epoxy resin binder and quartz sand in a 1: 1 wt% blend ratio. 4. Fremgangsmåde ifølge et af kravene 1 til 3, hvorved der anvendes et 2-komponentmiddel som epoxidharpiksbindemiddel.A method according to any one of claims 1 to 3, using a 2-component agent as epoxide resin binder. 5. Fremgangsmåde ifølge et af kravene 1 til 4, hvorved der anvendes Inosit® som epoxidharpiksbindemiddel.A method according to any one of claims 1 to 4, using Inosit® as an epoxide resin binder. 6. Fremgangsmåde ifølge krav 5, hvorved der anvendes Icosit® KC 220/60 TX som epoxidharpiksbindemiddel.The method of claim 5, using Icosit® KC 220/60 TX as epoxy resin binder. 7. Fremgangsmåde ifølge et af kravene 1 til 6, hvorved en revne, der skal lukkes, tørres, inden den indstøbes med blandingen.A method according to any one of claims 1 to 6, wherein a crack to be closed is dried before being poured into the mixture. 8. Fremgangsmåde ifølge krav 7, hvorved der anvendes en propan-optøningsindretning til tørring.The method of claim 7, using a propane thawing device for drying. 9. Støbemiddel til anvendelse i fremgangsmåden ifølge et af kravene 1 til 8, kendetegnet ved, at støbemidlet består af en blanding af et epoxidharpiksbindemiddel med kvartssand, hvor kvartssandet har en kornstørrelse fra 0,1 mm til 1 mm.Casting for use in the method according to one of claims 1 to 8, characterized in that the casting consists of a mixture of an epoxide resin binder with quartz sand, wherein the quartz sand has a grain size of 0.1 mm to 1 mm. 10. Støbemiddel ifølge krav 9, hvor kvartssandet har en kornstørrelse fra 0,2 mm til 0,7 mm, især fra 0,4 mm til 0,7 mm.Molding according to claim 9, wherein the quartz sand has a grain size of 0.2 mm to 0.7 mm, especially from 0.4 mm to 0.7 mm. 11. Støbemiddel ifølge et af kravene 9 til 10, hvor epoxidharpiksbindemiddel og kvartssand findes i et blandingsforhold på 1:1 vægtprocent.The molding agent of any one of claims 9 to 10, wherein the epoxide resin binder and quartz sand are present in a blend ratio of 1: 1% by weight. 12. Støbemiddel ifølge et af kravene 9 til 11, hvor epoxidharpiksbindemidlet er et 2-komponentmiddel.The molding agent of any one of claims 9 to 11, wherein the epoxide resin binder is a 2-component agent. 13. Støbemiddel ifølge et af kravene 9 til 12, hvor epoxidharpiksbindemidlet er Icosit®.The molding agent of any one of claims 9 to 12, wherein the epoxide resin binder is Icosit®. 14. Støbemiddel ifølge krav 13, hvor epoxidharpiksbindemidlet er Inosit® KC 220/60 TX.The molding of claim 13, wherein the epoxide resin binder is Inosit® KC 220/60 TX. 15. Støbemiddel ifølge krav 9, hvor blandingen udelukkende består af kvartssandet og epoxidharpiksbindemidlet.The molding agent of claim 9, wherein the mixture consists solely of the quartz sand and epoxy resin binder.
DK11730876T 2010-07-09 2011-06-30 Sleepers Ability Reorganization DK2591185T3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP10405133A EP2405080A1 (en) 2010-07-09 2010-07-09 Arrangement for filling cracks in railway sleepers
PCT/CH2011/000156 WO2012003594A1 (en) 2010-07-09 2011-06-30 Remediation of crosstie cracks

Publications (1)

Publication Number Publication Date
DK2591185T3 true DK2591185T3 (en) 2015-04-13

Family

ID=43299334

Family Applications (1)

Application Number Title Priority Date Filing Date
DK11730876T DK2591185T3 (en) 2010-07-09 2011-06-30 Sleepers Ability Reorganization

Country Status (8)

Country Link
US (1) US20130147075A1 (en)
EP (2) EP2405080A1 (en)
AU (1) AU2011276931A1 (en)
CA (1) CA2803648A1 (en)
DK (1) DK2591185T3 (en)
EA (1) EA021221B1 (en)
ES (1) ES2531045T3 (en)
WO (1) WO2012003594A1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202012001306U1 (en) * 2012-02-10 2013-05-13 Bennert Ingenieurbau Gmbh Apparatus for post-consolidation of a rail in a ballastless installation
DE202012001307U1 (en) * 2012-02-10 2013-05-13 Bennert Ingenieurbau Gmbh Apparatus for post-consolidation of a rail in a ballastless installation
EP2690218B2 (en) 2012-07-22 2020-04-29 GETEK Holding GmbH Method for crack repair on concrete sleepers for railway tracks
CN103761401B (en) * 2014-02-14 2016-07-06 中铁第一勘察设计院集团有限公司 CRTS III type non-fragment orbit fabric swatch and construction integrated data processing method
RU2669718C1 (en) * 2018-02-08 2018-10-15 Ханлар Шахлар оглы Бабаханов Polymeric composition for rails repair

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1171459B (en) * 1962-09-07 1964-06-04 Henkel & Cie Gmbh Procedure for reattaching loosened sleeper bolts
CA2031649A1 (en) * 1989-12-08 1991-06-09 Jude O. Igwemezie Attenuating pad for concrete railway ties
GB2265901B (en) * 1992-04-06 1996-04-10 Paul Douglas Bailey Epoxy resin
US5771557A (en) * 1996-11-21 1998-06-30 Contrasto; Sam Concrete internal metal stitching
JP2002332604A (en) * 2001-05-07 2002-11-22 Sekisui Chem Co Ltd Method for re-driving screw spike to composite sleeper
DE10148533A1 (en) * 2001-10-01 2003-04-10 Zueblin Ag Method for sealing cracks in rocks or in man-made structures involves application of a mixture of an inorganic solid and a molten bonding agent through boreholes
JP2007126844A (en) * 2005-11-02 2007-05-24 Asahi Kasei Chemicals Corp Method and fixing agent for repairing sleeper
JP4226015B2 (en) * 2006-03-23 2009-02-18 住友大阪セメント株式会社 How to repair concrete sleepers

Also Published As

Publication number Publication date
CA2803648A1 (en) 2012-01-12
EA201291478A1 (en) 2013-06-28
EP2591185A1 (en) 2013-05-15
AU2011276931A1 (en) 2013-01-17
ES2531045T3 (en) 2015-03-10
US20130147075A1 (en) 2013-06-13
WO2012003594A1 (en) 2012-01-12
EP2405080A1 (en) 2012-01-11
EA021221B1 (en) 2015-04-30
EP2591185B1 (en) 2015-01-14

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