EP0054983A1 - Verfahren zum Herstellen von Eisenbahnbetonschwellen und für seine Durchführung angewendete Elemente - Google Patents

Verfahren zum Herstellen von Eisenbahnbetonschwellen und für seine Durchführung angewendete Elemente Download PDF

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Publication number
EP0054983A1
EP0054983A1 EP81201202A EP81201202A EP0054983A1 EP 0054983 A1 EP0054983 A1 EP 0054983A1 EP 81201202 A EP81201202 A EP 81201202A EP 81201202 A EP81201202 A EP 81201202A EP 0054983 A1 EP0054983 A1 EP 0054983A1
Authority
EP
European Patent Office
Prior art keywords
mold
elements
concrete
supports
upper frame
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
EP81201202A
Other languages
English (en)
French (fr)
Other versions
EP0054983B1 (de
Inventor
Frans Matthynssens
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.)
Pvba Betonkonstruktie Vd Hemiksem Personenve
Original Assignee
HEMIKSEM BETONKONST PVBA
Pvba Betonkonstruktie Vd Hemiksem PVBA
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
Priority claimed from BE2/59402A external-priority patent/BE890644R/nl
Application filed by HEMIKSEM BETONKONST PVBA, Pvba Betonkonstruktie Vd Hemiksem PVBA filed Critical HEMIKSEM BETONKONST PVBA
Priority to AT81201202T priority Critical patent/ATE10599T1/de
Publication of EP0054983A1 publication Critical patent/EP0054983A1/de
Application granted granted Critical
Publication of EP0054983B1 publication Critical patent/EP0054983B1/de
Expired legal-status Critical Current

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Classifications

    • 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
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/36—Composite sleepers
    • 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
    • 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
    • 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
    • B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members

Definitions

  • the present invention relates to a method for manufacturing railway sleepers in reinforced concrete, as well as to elements employed in the implementation of this process, and, in particular, to a process for manufacturing concrete sleepers. , in which is incorporated during concreting part of a combined clamping device for fixing rails, such as for example the device described in Belgian patent 882,165 of the Applicant, hereinafter called rail clamps.
  • the present invention relates to a method and a device for its implementation which lend themselves to eliminating the drawbacks of known methods or devices.
  • the solution according to the invention consists for this purpose essentially in mounting, through openings provided in the bottom of the mold, two parts or elements of a rail clamp which support the upper frame of the cross member; immobilization of these elements outside the mold; if necessary, the provision of an intermediate frame on the upper frame; the introduction of a connecting rod through an opening in the wall of the mold; and filling the concrete mold, the lower reinforcement being incorporated at the right time in the usual manner and the assembly being finally compacted by vibration.
  • the elements used during the implementation of the method according to the invention sketched in the preceding lines and being essentially in the form of said fixed parts of the rail clamp proper incorporated in the concrete, are elements of steel or cast iron, so that, in the first alternative, at least the upper reinforcement is suitably fixed, for example by welding, to these elements, while, in the second alternative, these elements are provided with at least two supports for the upper reinforcement of the crosspiece.
  • FIG. 1 represents a mold 1, provided at the bottom with openings 2 and 3, in which the parts 4, normally projecting from the cross-member, can be suitably arranged.
  • lower elements 5 of a rail clamp are provided with a collar 6 used to ensure, as simply and effectively as possible, their immobility in said openings 2 and 3.
  • Each element 5 according to the invention has not only the aforesaid supports 8 and 9, but also additional internal supports 10 and 11.
  • These supports that is to say either the supports 8 and 9 as in the example shown here , or the additional supports 10 and 11, serve to support a frame respectively according to the nature of the cross member or according to that of the frame used, possibly essential.
  • a helical frame or the like 12 through which is inserted a connecting rod 13 introduced by an opening 14 of the relevant wall of the mold 1 and serving to connect two parts made in the mold 1 and mutually distant of the desired value.
  • the mold 1 is now ready for concreting.
  • the concrete poured into it is duly vibrated; after which a lower frame 15 may, if necessary, be embedded therein.
  • this not only provides a method of manufacturing railway sleepers in particularly simple and effective reinforced concrete, but also a very simple and practical concreting mold, in which the upper reinforcement 7 is duly immobilized, without the slightest risk of displacement and in optimal circumstances, at the desired distance from the bottom of the mold 1 using elements integral with the rail clamp and provided with appropriate supports serving to support the frame.
  • Figures 5 and 6 show a preferred embodiment of the elements 5. It can be seen that the supports 8, 9, 10 and 11 are in the form of notches 16, 17, 18 and 19 respectively, in which the corresponding parts take of the reinforcement, which is thus not only duly supported ,; house at the same time well immobilized and blocked against any risk of displacement whatever the circumstances.
  • FIGS. 7 and 8 show by way of example a railway sleeper manufactured by the method and using elements according to the invention, that is to say in particular using the elements shown in Figures 5 and 6.
  • said elements 5 are generally pieces of cast iron.
  • the supports 8, 9, 10 and 11 or 16, 17, 18 and 19, can be eliminated, since the reinforcement 7 is fixed to the elements 5, by example by spot welding. before the introduction of these elements into the mold.
  • the fixing of the armature by spot welding to the elements 5 outside the mold 1 is carried out simply by placing these elements in a temporary support next to supports carrying the armature to the required height with respect to the elements. during spot welding.
  • the elements 5 thus joined by the armature 7, are then introduced as such into the mold 1, so that the manufacturing process continue as described

Landscapes

  • 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)
  • Moulds, Cores, Or Mandrels (AREA)
  • Railway Tracks (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
EP81201202A 1980-12-24 1981-10-29 Verfahren zum Herstellen von Eisenbahnbetonschwellen und für seine Durchführung angewendete Elemente Expired EP0054983B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81201202T ATE10599T1 (de) 1980-12-24 1981-10-29 Verfahren zum herstellen von eisenbahnbetonschwellen und fuer seine durchfuehrung angewendete elemente.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
BE2058926 1980-12-24
BE2058926 1980-12-24
BE2059402 1981-10-06
BE2/59402A BE890644R (nl) 1981-10-06 1981-10-06 Werkwijze voor het verwezenlijken van betonnen dwarsliggers voor spoorwegen en elementen gebruikt bij deze werkwijze

Publications (2)

Publication Number Publication Date
EP0054983A1 true EP0054983A1 (de) 1982-06-30
EP0054983B1 EP0054983B1 (de) 1984-12-05

Family

ID=25661755

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81201202A Expired EP0054983B1 (de) 1980-12-24 1981-10-29 Verfahren zum Herstellen von Eisenbahnbetonschwellen und für seine Durchführung angewendete Elemente

Country Status (12)

Country Link
US (1) US4737333A (de)
EP (1) EP0054983B1 (de)
AU (1) AU546264B2 (de)
DE (1) DE3167654D1 (de)
DK (1) DK152099C (de)
FI (1) FI73919C (de)
HU (1) HU185500B (de)
MX (1) MX159730A (de)
NO (1) NO830080L (de)
OA (1) OA07303A (de)
RO (1) RO87730A (de)
WO (1) WO1982002167A1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2648490A1 (fr) * 1989-06-20 1990-12-21 Bertrand Baptiste Procede de moulage de traverses de chemin de fer et moule pour la mise en oeuvre du procede
EP0499598A1 (de) * 1991-02-14 1992-08-19 Cuykx, Hildegarde Juliana Eugenie Eisenbahnschwelle und Verfahren für ihre Herstellung
BE1009251A3 (fr) * 1995-03-23 1997-01-07 Cuykx Hildegarde Juliana Eugen Traverse de chemin de fer et etrier pour sa realisation.

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2670238B1 (fr) * 1990-12-11 1996-06-28 Michel Baret Procede de fabrication de poteaux en beton arme et moyens pour la mise en óoeuvre.
US5126095A (en) * 1991-07-24 1992-06-30 Trusco Tank, Inc. Method for encasing a storage tank in concrete
FR2752251B1 (fr) * 1996-08-07 1998-09-11 Yves Laget Moules pour la realisation d'elements prefabriques ondules pour la construction de decrottoirs pour engins chenilles ou chars
DE20018176U1 (de) * 2000-10-24 2001-02-08 GSG Knape Gleissanierung GmbH, 85737 Ismaning Spindelvorrichtung zum Hochspindeln von Betonschwellen, Betonschwelle mit einer solchen Spindelvorrichtung und Vorrichtung zum Herstellen einer solchen Spindelvorrichtung
KR100463989B1 (ko) * 2002-04-18 2004-12-30 주식회사 삼성산업 콘크리트 침목 제조용 몰드
CA2830976C (en) * 2012-10-24 2019-02-12 Certainteed Corporation System, method and apparatus for manufactured building panel
USD809671S1 (en) 2013-10-22 2018-02-06 Certainteed Corporation Manufactured siding panel with frame
FR3067045B1 (fr) * 2017-06-01 2019-07-26 Alstom Transport Technologies Procede de fabrication d'un support de voie ferree, support de voie ferree et installation ferroviaire associes

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1047105A (fr) * 1951-12-26 1953-12-11 Perfectionnements à la fabrication de pièces en béton armé
FR1429382A (fr) * 1965-01-13 1966-02-18 Traverse de chemin de fer en acier et béton armé et dispositif et procédé pour son moulage
DE2433016A1 (de) * 1973-07-10 1975-01-30 Jacob Albertus Eisses Metallhalter zum anordnen einer fuehrungskonstruktion an einer betonunterlage

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1229365A (en) * 1913-07-21 1917-06-12 Cris W Wiegand Structural fastener.
US1580485A (en) * 1924-06-05 1926-04-13 Frank R Hahn Mold
US2382139A (en) * 1941-07-16 1945-08-14 Porete Mfg Company Prestressed composite structure
US2656115A (en) * 1949-04-01 1953-10-20 Sonneville Roger Railway sleeper of reinforced concrete with rail fastening bolts
FR1277989A (fr) * 1960-08-10 1961-12-08 Traverse perfectionnée de chemin de fer et dispositif de moulage destiné à sa fabrication
US3471118A (en) * 1967-07-26 1969-10-07 Dyckerhoff & Widmann Ag Apparatus for holding threaded sleeves in the shell form for producing concrete rail ties
US3557274A (en) * 1968-03-27 1971-01-19 J H Pomcroy & Co Inc Method for molding a concrete railroad tie
US3854258A (en) * 1973-05-17 1974-12-17 J Colado Articulated hold-down anchor device for the embedded cables of a prestressed concrete girder
FR2401272A1 (fr) * 1977-08-26 1979-03-23 Costamagna & Cie B M Perfectionnements a la fabrication par moulage de traverses de chemin de fer en beton
US4242071A (en) * 1978-08-14 1980-12-30 Martin Concrete Engineering Company Concrete railroad tie casting and handling system
SE415868B (sv) * 1978-12-05 1980-11-10 A Betong Ab Sett att tillverka betongsliperbolock samt matrisuppsettning for utforande av settet
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.

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1047105A (fr) * 1951-12-26 1953-12-11 Perfectionnements à la fabrication de pièces en béton armé
FR1429382A (fr) * 1965-01-13 1966-02-18 Traverse de chemin de fer en acier et béton armé et dispositif et procédé pour son moulage
DE2433016A1 (de) * 1973-07-10 1975-01-30 Jacob Albertus Eisses Metallhalter zum anordnen einer fuehrungskonstruktion an einer betonunterlage

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2648490A1 (fr) * 1989-06-20 1990-12-21 Bertrand Baptiste Procede de moulage de traverses de chemin de fer et moule pour la mise en oeuvre du procede
EP0499598A1 (de) * 1991-02-14 1992-08-19 Cuykx, Hildegarde Juliana Eugenie Eisenbahnschwelle und Verfahren für ihre Herstellung
BE1009251A3 (fr) * 1995-03-23 1997-01-07 Cuykx Hildegarde Juliana Eugen Traverse de chemin de fer et etrier pour sa realisation.

Also Published As

Publication number Publication date
FI73919B (fi) 1987-08-31
MX159730A (es) 1989-08-11
DK14783D0 (da) 1983-01-14
WO1982002167A1 (fr) 1982-07-08
RO87730A (ro) 1985-10-31
US4737333A (en) 1988-04-12
DE3167654D1 (en) 1985-01-17
OA07303A (fr) 1987-01-31
RO87730B (ro) 1985-10-02
FI830001L (fi) 1983-01-03
AU8000282A (en) 1982-07-20
FI73919C (fi) 1987-12-10
EP0054983B1 (de) 1984-12-05
NO830080L (no) 1983-01-12
DK14783A (da) 1983-01-14
FI830001A0 (fi) 1983-01-03
HU185500B (en) 1985-02-28
DK152099C (da) 1988-06-27
DK152099B (da) 1988-02-01
AU546264B2 (en) 1985-08-22

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