EP2405080A1 - Comblement des lézardes dans une traverse de chemin de fer - Google Patents

Comblement des lézardes dans une traverse de chemin de fer Download PDF

Info

Publication number
EP2405080A1
EP2405080A1 EP10405133A EP10405133A EP2405080A1 EP 2405080 A1 EP2405080 A1 EP 2405080A1 EP 10405133 A EP10405133 A EP 10405133A EP 10405133 A EP10405133 A EP 10405133A EP 2405080 A1 EP2405080 A1 EP 2405080A1
Authority
EP
European Patent Office
Prior art keywords
epoxy resin
quartz sand
cracks
resin binder
icosit
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.)
Withdrawn
Application number
EP10405133A
Other languages
German (de)
English (en)
Inventor
Enno Falk
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.)
SERSA GROUP AG (SCHWEIZ)
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)
Priority to EP10405133A priority Critical patent/EP2405080A1/fr
Priority to AU2011276931A priority patent/AU2011276931A1/en
Priority to CA2803648A priority patent/CA2803648A1/fr
Priority to US13/809,005 priority patent/US20130147075A1/en
Priority to EA201291478A priority patent/EA021221B1/ru
Priority to EP11730876.7A priority patent/EP2591185B1/fr
Priority to ES11730876T priority patent/ES2531045T3/es
Priority to DK11730876T priority patent/DK2591185T3/en
Priority to PCT/CH2011/000156 priority patent/WO2012003594A1/fr
Publication of EP2405080A1 publication Critical patent/EP2405080A1/fr
Withdrawn legal-status Critical Current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
    • E01B31/00—Working rails, sleepers, baseplates, or the like, in or on the line; Machines, tools, or auxiliary devices specially designed therefor
    • E01B31/20—Working or treating non-metal sleepers in or on the line, e.g. marking, creosoting
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0203—Arrangements for filling cracks or cavities in building constructions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0203—Arrangements for filling cracks or cavities in building constructions
    • E04G23/0211—Arrangements for filling cracks or cavities in building constructions using injection

Definitions

  • the present invention relates to a method and a grout for closing cracks in concrete sleepers.
  • Icosit® ® It is known Icosit® ® to use in the form of pourable mortars for bonding of bolts and for pouring of adhesive joints with a width of more than 1 cm, a 2-component epoxy resin binder. Resistant epoxy resin mortar is used for relining track pads, bridge bearings and machine foundations. Icosit ® is offered by Sika.
  • cracks in the concrete sleeper are cast with a casting agent which consists of a castable epoxy resin mortar.
  • the mortar is formed from a mixture of a Epoxidharzbindeschs with quartz sand.
  • the quartz sand has a grain size of 0.1 mm to 1 mm.
  • 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 with diameters in the total specified range of grain sizes. However, it is also possible that a sand is selected whose grains have only diameters in a smaller than the specified range. Examples are ranges of 0.1 mm to 0.3 mm, 0.2 mm to 0.7 mm and 0.5 mm to 1 mm.
  • this pourable mortar is suitable for closing very small cracks in concrete sleepers. It has surprisingly been found that use of a finer grain size does not lead to a better result.
  • the mortar is surprisingly suitable for cracks whose width is not or slightly greater than the grain size of the quartz sand used. Thus, cracks of a width equal to or smaller than 1 mm, in particular of 0.3 mm, 0.5 mm and 1 mm can be cast and closed.
  • the epoxy resin binder and silica sand are used in a mixing ratio of 1: 1 weight percent.
  • the epoxy resin binder is a 2-component agent.
  • Icosit ® Sika has proven useful in particular Icosit ® Sika. Good results were achieved with Icosit ® KC 220/60 TX.
  • the crack to be closed is preferably dried before it is cast with the mixture.
  • a propane thawing device is suitable for drying.
  • the pourable mortar is applied with a spatula and thus into the crack, whereby it is passed along the crack.
  • the mixing ratio was 1: 1 1 wt% each.
  • the penetration depth of the thus-mixed pourable mortar was always about 10 mm. There were no significant differences.
  • the potting compound is cured about 33 hours after processing.
  • the potted sleepers can be used immediately after completion of the renovation.

Landscapes

  • 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)
  • Machines For Laying And Maintaining Railways (AREA)
  • Railway Tracks (AREA)
EP10405133A 2010-07-09 2010-07-09 Comblement des lézardes dans une traverse de chemin de fer Withdrawn EP2405080A1 (fr)

Priority Applications (9)

Application Number Priority Date Filing Date Title
EP10405133A EP2405080A1 (fr) 2010-07-09 2010-07-09 Comblement des lézardes dans une traverse de chemin de fer
AU2011276931A AU2011276931A1 (en) 2010-07-09 2011-06-30 Remediation of crosstie cracks
CA2803648A CA2803648A1 (fr) 2010-07-09 2011-06-30 Assainissement de lezardes dans des traverses
US13/809,005 US20130147075A1 (en) 2010-07-09 2011-06-30 Remediation of crosstie cracks
EA201291478A EA021221B1 (ru) 2010-07-09 2011-06-30 Способ устранения трещин в шпалах и заливочный раствор для этого способа
EP11730876.7A EP2591185B1 (fr) 2010-07-09 2011-06-30 Assainissement de lézardes dans des traverses
ES11730876T ES2531045T3 (es) 2010-07-09 2011-06-30 Saneamiento de grietas en traviesas
DK11730876T DK2591185T3 (en) 2010-07-09 2011-06-30 Sleepers Ability Reorganization
PCT/CH2011/000156 WO2012003594A1 (fr) 2010-07-09 2011-06-30 Assainissement de lézardes dans des traverses

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP10405133A EP2405080A1 (fr) 2010-07-09 2010-07-09 Comblement des lézardes dans une traverse de chemin de fer

Publications (1)

Publication Number Publication Date
EP2405080A1 true EP2405080A1 (fr) 2012-01-11

Family

ID=43299334

Family Applications (2)

Application Number Title Priority Date Filing Date
EP10405133A Withdrawn EP2405080A1 (fr) 2010-07-09 2010-07-09 Comblement des lézardes dans une traverse de chemin de fer
EP11730876.7A Active EP2591185B1 (fr) 2010-07-09 2011-06-30 Assainissement de lézardes dans des traverses

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP11730876.7A Active EP2591185B1 (fr) 2010-07-09 2011-06-30 Assainissement de lézardes dans des traverses

Country Status (8)

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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2626466A3 (fr) * 2012-02-10 2015-09-16 Bennert Ingenieurbau GmbH Dispositif et procédé destinés à la fixation ultérieure d'un rail dans une pose sans ballast
EP2626467A3 (fr) * 2012-02-10 2015-12-02 Bennert Ingenieurbau GmbH Dispositif et procédé destinés à la fixation ultérieure d'un rail dans une pose sans ballast
EP2690218B1 (fr) 2012-07-22 2016-11-23 GETEK Holding GmbH Procédé de rénovation de fissures sur des seuils en béton d'installations de voie ferrée

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103761401B (zh) * 2014-02-14 2016-07-06 中铁第一勘察设计院集团有限公司 Crtsⅲ型无砟轨道布板与施工一体化的数据处理方法
RU2669718C1 (ru) * 2018-02-08 2018-10-15 Ханлар Шахлар оглы Бабаханов Полимерная композиция для ремонта шпал

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1171459B (de) * 1962-09-07 1964-06-04 Henkel & Cie Gmbh Verfahren zur Wiederbefestigung locker gewordener Schwellenschrauben
GB2265901A (en) * 1992-04-06 1993-10-13 Paul Douglas Bailey Epoxy resin
JP2002332604A (ja) * 2001-05-07 2002-11-22 Sekisui Chem Co Ltd 合成枕木へのネジ釘の打ち直し方法
DE10148533A1 (de) * 2001-10-01 2003-04-10 Zueblin Ag Abdichtung von Spalten in Gestein oder Bauwerken
JP2007126844A (ja) * 2005-11-02 2007-05-24 Asahi Kasei Chemicals Corp 枕木の補修方法および枕木補修用固着剤
JP2007255039A (ja) * 2006-03-23 2007-10-04 Sumitomo Osaka Cement Co Ltd コンクリート製枕木の補修方法

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2031649A1 (fr) * 1989-12-08 1991-06-09 Jude O. Igwemezie Amortisseurs pour traverses de plates-formes ferroviaires
US5771557A (en) * 1996-11-21 1998-06-30 Contrasto; Sam Concrete internal metal stitching

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1171459B (de) * 1962-09-07 1964-06-04 Henkel & Cie Gmbh Verfahren zur Wiederbefestigung locker gewordener Schwellenschrauben
GB2265901A (en) * 1992-04-06 1993-10-13 Paul Douglas Bailey Epoxy resin
JP2002332604A (ja) * 2001-05-07 2002-11-22 Sekisui Chem Co Ltd 合成枕木へのネジ釘の打ち直し方法
DE10148533A1 (de) * 2001-10-01 2003-04-10 Zueblin Ag Abdichtung von Spalten in Gestein oder Bauwerken
JP2007126844A (ja) * 2005-11-02 2007-05-24 Asahi Kasei Chemicals Corp 枕木の補修方法および枕木補修用固着剤
JP2007255039A (ja) * 2006-03-23 2007-10-04 Sumitomo Osaka Cement Co Ltd コンクリート製枕木の補修方法

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2626466A3 (fr) * 2012-02-10 2015-09-16 Bennert Ingenieurbau GmbH Dispositif et procédé destinés à la fixation ultérieure d'un rail dans une pose sans ballast
EP2626467A3 (fr) * 2012-02-10 2015-12-02 Bennert Ingenieurbau GmbH Dispositif et procédé destinés à la fixation ultérieure d'un rail dans une pose sans ballast
EP2690218B1 (fr) 2012-07-22 2016-11-23 GETEK Holding GmbH Procédé de rénovation de fissures sur des seuils en béton d'installations de voie ferrée
EP3269878A1 (fr) * 2012-07-22 2018-01-17 GETEK Holding GmbH Procédé de rénovation de fissures sur des seuils en béton d'installations de voie ferrée
EP2690218B2 (fr) † 2012-07-22 2020-04-29 GETEK Holding GmbH Procédé de rénovation de fissures sur des seuils en béton d'installations de voie ferrée

Also Published As

Publication number Publication date
AU2011276931A1 (en) 2013-01-17
DK2591185T3 (en) 2015-04-13
ES2531045T3 (es) 2015-03-10
EA201291478A1 (ru) 2013-06-28
EP2591185B1 (fr) 2015-01-14
US20130147075A1 (en) 2013-06-13
CA2803648A1 (fr) 2012-01-12
WO2012003594A1 (fr) 2012-01-12
EP2591185A1 (fr) 2013-05-15
EA021221B1 (ru) 2015-04-30

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