US3190607A - Molding device for producing railway sleepers - Google Patents

Molding device for producing railway sleepers Download PDF

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US3190607A
US3190607A US130118A US13011861A US3190607A US 3190607 A US3190607 A US 3190607A US 130118 A US130118 A US 130118A US 13011861 A US13011861 A US 13011861A US 3190607 A US3190607 A US 3190607A
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parts
sleeper
core
mold
central part
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Sonneville Roger Paul
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    • 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
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
    • B28B7/18—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article
    • B28B7/183—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article for building blocks or similar block-shaped 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
    • 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
    • B28B23/0056—Means for inserting the elements into the mould or supporting them in the mould
    • 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
    • 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
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S425/00—Plastic article or earthenware shaping or treating: apparatus
    • Y10S425/058—Undercut

Definitions

  • the present invention relates to railway track sleepers and provides a sleeper better adapted to modern railway tracks than known sleepers.
  • the shape of the metal sleeper having a cross-sectional shape similar to an inverted U or an inverted trough, is eminently functional, since it combines a high moment of inertia under the rails with an excellent anchoring in the ballast trappedbetween the horizontal web and the lateral faces or flanges of the sleeper.
  • the metal sleeper ensures furthermore in a simple manner an excellent anchoring of the T-shaped fixing screws of the rails, which are inserted in rectangular apertures in the web of the sleeper and locked by rotation through 90 under this web.
  • the metal sleeper is light and ill adapted to the laying of long welded rails which require heavy sleepers.
  • the inner surface of the metal sleeper in contact with the ballast is eroded by the asperities of the broken-up hard stones generally constituting this ballast and this erosion accelerates the corosion of the sleeper.
  • the hollow shape of the sleeper renders the correct leveling of the track by introduction of additional ballast much more difficult than with sleepers having a flat inner surface.
  • the sleeper must be rolled into shape. Consequently, it is not possible to reinforce this rolledsection sleeper under the rails and to lighten it in its middle part where it is greatly oversize.
  • the metal sleeper does not lend itself to the use of coachscrews or spikes.
  • the composite sleeper comprising two reinforced concrete blocks tied together by a metal bracing element is heavy enough to receive long welded rails. It is easily placed in position on the ballast and the level of the track can be easily corrected owing to the flat lower face of the blocks.
  • heretofore elforts have generally been made to obtain a maximum inertia in the vertical direction of the bracing element and to this end there have been adapted sections for this bracing element Whose main web is vertical, such as I, T or Y-shaped sections.
  • the use of such sections having a vertical web placed on the longitudinal axis of the sleeper renders fixing the rail by bolts, screws or coachscrews located on this longitudinal axis diflicult.
  • the invention overcomes these drawbacks and provides to this end a sleeper comprising two reinforced concrete blocks tied together by a longitudinal metal bracing element whose ends are embedded in the blocks characterised in that said bracing element has a cross-section in the form of an inverted U, the horizontal web of said element in the parts thereof embedded in the concrete being in the vicinity of the neutral axis of the sleeper and being provided with axial apertures communicating ice with the upper surface of the blocks by way of upper vertical passageways formed in the concrete for the passage of the means for fastening or holding down the rail.
  • the sleeper according to the invention belongs to both the composite and metal types of sleeper. It can be considered as a metal sleeper whose ends are embedded in concrete, which arrangement counters the effect of the drawbacks of metal sleepers. Furthermore, the sleeper of the invention permits, relative to composite sleepers, a much easier fastening of the rail by screws, bolts or coachscrews located on the longitudinal axis of the sleeper without substantial weakening of the longitudinal bracing element.
  • the sleeper according to the invention is easier to produce by moulding and the scope of the invention also embraces a moulding device and method adapted to obtain a particular embodiment of the sleeper.
  • FIG. 1 is a perspective view of an embodiment of the invention
  • FIG. 2 is a sectional view taken along line 2-2 of FIG. 1;
  • FIG. 3 is a perspective view of a modification of the reinforcement according to the invention.
  • FIG. 4 is a partial perspective and exploded view of another embodiment of the invention cut away transversely so as to show the details more clearly and illustrates the mold parts in an exploded condition
  • FIG. 5 is a view similar to FIG. 4 of the sleeper within the moulding means therefor, and
  • FIG. 6 is a fragmentary perspective View illustrating the mold parts and sleeper parts in relative assembled relationship for molding a block of the sleeper according to the invention.
  • the sleeper T comprises two reinforced concrete blocks 1 tied together or assembled by a longitudinal bracing element 2 whose ends are embedded in the blocks.
  • This bracing element 2 consists of an inverted metal channel (FIG. 2).
  • this element has an inverted U-shaped cross-section whose base, constituted by the web 3 of the section, is horizontal and whose branches, constituted by the flanges d, are vertical but slightly downwardly divergent.
  • this bracing element has a shape very similar to that of a metal sleeper which could, moreover, constitute this element.
  • the cross-sectional size of the element 2 could generally be less than that of a metal sleeper, in view of the reinforcement afforded by the block.
  • the horizontal web 3 is embedded in the blocks l in the vicinity of the neutral axis of the sleeper and it is entirely covered by the concrete in these blocks.
  • the latter are furthermore reinforced by reinforcements 5 and metal spiral elements 6.
  • the horizontal web 3 is provided, in the parts thereof covered by the concrete, with apertures 7 which communicate with the upper face of the blocks by way of vertical passageways 8.
  • the apertures 7 and the passageways 8 located on the common longitudinal axis of the element 2 and the sleeper T allow passage of rail fastening or holding down means, such as bolts, screws or coachscrews.
  • rail fastening or holding down means such as bolts, screws or coachscrews.
  • FIGS. 1 and 2 The embodiment shown in FIGS. 1 and 2 is particularly suitable for the holding down of the rails by means of the coachscrews E.
  • the use of coachscrews, which are screwed into position, requires the presence of a core of wood 9 or a conventional sleeve or fitting.
  • a convenient way consists in providing in the concrete under the apertures 7 vertical passageways 10 which extend the passageways 8 down to the bottom face of the blocks.
  • each core 9 extends right through the block 1 through the passageways 8 and 10 and the aperture 7.
  • This arrangement permits an extremely easy moulding of the sleepers T, the recesses for the passageways 3 and 10 being formed in the concrete, for example by a withdrawable core or by the core 9 itself which remains in position in the sleeper when the latter is removed from the mould.
  • the longitudinal bracing element 2 instead of being constituted by a single U-shaped section member, could be formed by the assembly of two angle irons or L-sectioned elements 2 (FIG. 3) whose horizontal flanges 3 are fixed together by spaced-apart welded plates 11. The latter are so disposed as to provide a space 7 between the flanges 3 which act as the apertures 7 in the regions of the means for holding down or fastening the rails.
  • the sleeper of the invention can be very easily adapted for the use of T-shaped bolts, such as those used with metal sleepers.
  • T-shaped bolts such as those used with metal sleepers.
  • FIGS. 4, and 6, show in particular the T-bolt B.
  • the latter consists of a screw-threaded shank 12 and a parallel-sided head 13, the assembly having the shape of a T, whence the name given to this type of bolt.
  • a square-sectioned portion 14 for keying the bolt in position.
  • the head 13 In order to place the bolt in position, the head 13 is lowered into the aperture until the square portion 14 lies below the edges of this aperture, the bolt is then turned through 90, which permits the head 13 to hook under the horizontal web of the sleeper, and then the bolt is raised so that the square portion 14 is locked or keyed in the aperture.
  • the sleeper T comprises in the same way as the sleeper T, two blocks 1 braced and held together by a longitudinal bracing element 2, except that the apertures 7 in the web 3 and the passageways 8 which surmount them in the blocks 1, are rectangular in cross-section, their largest dimension being parallel with the longitudinal axis of the sleeper.
  • a cavity 15 having a substantially parallelepipedic shape.
  • the horizontal faces 16 and 17 of this cavity are substantially square, the side of the square being about equal to the length of each aperture 7".
  • the height of the cavity 15 is at least equal to the sum of the heights of the head 13 and the square portion 14.
  • both opposite corners of the cavity 15 inwardly protrude two dihedral projections 18 whose vertical faces 19 which are disposed transversely of the aperture 7 act as an abutment for the head 13 so as to limit the rotation thereof, as will be understood from the ensuing description.
  • the other two corners have a radius or fillet.
  • Extending from the centre of the cavity 15 is a vertical passageway 21 having a conical or tapered section and communicating with the bottom face of the block 1.
  • the bolts B are placed in position in the following way. Each bolt B is introduced in the corresponding passageway 8 and in the underlying aperture 7 In passing through the latter the head 13 reaches the cavity 15 and the bolt is pushed down until the square portion 14 also enters the cavity 15. None then opposes rotation of the head 13 and the square portion 14 in the cavity 15, this rotation being accomplished by rotating the shank 12. When this rotation reaches the side faces of the head 13 abut the faces 19. The bolt B can then be raised, its square portion 14 becoming keyed in the aperture 7 at 90 to its initial position.
  • the bolt is then held in position by the keying of its square portion 14, by the abutment of the lateral faces of its head 13 against the faces 19 and by the abutment of the top face of its head 13 against the bottom face of the web 3 on each side of the aperture 7".
  • the passageway 21 of small cross-section acts as a drain pipe for water and dirt which might enter the cavity 15 through the upper face of the sleeper. It thus has a functional purpose without weakening the blocks 1 owing to its crosssection which can be decreased as much as desired, and this drain passageway can even be eliminated.
  • This device comprises a mould 22 for each block and having sidewalls and a bottom therefor in a quadrangular shape.
  • One of the lateral faces or sidewalls of the mould 22 is recessed or notched to permit passage of the bracing element 2.
  • This recess can be closed by means for closing it, once the bracing element has been placed in position, comprising a flap or panel 23 detachably held in position in any suitable manner.
  • the bottom 24 of the mould 22 on which rests the upper face of the sleeper T is provided with an aperture 25 in the region of each passageway 8 to be formed.
  • the aperture 25 has a rectangular section equal to that of the passageway 8 Extending into this aperture is a core N adapted to form in the concrete of the block 1 the passageway 8 the cavity 15 and the passageway 21.
  • the core N is in three parts: a central part 26 and two end parts or strips 27.
  • the central part 26 is substantially parallelepipedic and surmounted by a tapered or conical extension 28 adapted to form a drain passageway 21 through the block. It has been shown detached from the mould in FIG. 5 to render the drawing more clear. In actual fact it is mounted rigid with the mould as shown in FIG. 6, the two opposite lateral faces 29 of the part 26 being respectively in one piece with the transverse faces 30 of the apertures 25.
  • the thickness of the part 26 is such that the other two lateral faces 31 are spaced from the longitudinal faces 32 of the aperture 25 an equal distance corresponding to the thickness of each strip 27.
  • the part 26 and the adjoining two strips 27 occupy the entire volume of the aperture 25 and owing to their extension out of this aperture, form in the mould 22 the space for the passageway 23*. They are also adapted to extend through the aperture 7'.
  • the latter has however a length slightly less than that of the passageway 8 and the faces 29 of the part 26 and the longitudinal edges of the strips 27 are recessed to permit this extension through the aperture 7 This recessing forms shoulders 33 on the part 26 and the strips 27.
  • Each strip 27 comprises above the shoulder 33, a boss 34 which extends from one of the longitudinal edges of the strip, where it has a rounded edge 35, to a point within the other longitudinal edge, which creates a re-entrant dihedron 36.
  • the longitudinal edge from which the boss 34 extends is reversed on the two strips 27.
  • the bosses 34 define shoulders abutting the underside of the brazing element and are adapted to form in the concrete the parts or lateral extensions of the cavity 15 which extend beyond the aperture '7 and immediately adjacent the underside of the bracing element.
  • the rounded edges 35 of the bosses form the fillets 20 of the cavity 15 and the dihedrons 36 form the protruding dihedrons 1d and the abutment faces 19 of the cavity.
  • the thickness of the strips 2'7 in the region of the bosses 34- is less than the thickness of the part 26 and thus less than the width of the aperture i
  • the faces 32 of the mould aperture and the faces 31 of the part 26 are provided with aligned apertures 37 and 33 respectively.
  • Each strip 27 is even provided at its base with an aperture.
  • a pin 4t) can thus be introduced into these apertures 37-39 and lock the strip 27 in the mould 22 as shown in FIG. 6, whereby the bracing element and core parts are fixed in relative positions and held relative to said mold with a minimum of cavities being formed in the individual concrete blocks.
  • the sleeper T is moulded in the following manner:
  • the bracing element 2 in which the apertures 7 have been previously formed is placed in position in the mould 22. It is positioned therein by way of the recess by removin and then replacing the panel 23 and by the penetration in the region of each aperture 2% of the part 26 of the corresponding core N in the aligned aperture '7
  • the web 3 of the element 2 thus abuts against the shoulder
  • the strips 2'7 on each side of the part 26 are slid into each aperture 7 until these strips enter the aperture 25 and their apertures 39 come into alignment with the apertures 3'7 and 353.
  • the shoulders defined by the bosses abut the underside of the bracing ele ment Web and the shoulders 33 the opposite side.
  • the assembly is then locked or keyed in position by the pins 4b, the element 2 being very firmly held in this manner.
  • the concrete can then be poured and vibrated in the mould 22 without danger of the element 2 moving, the reinforcements 5 and 5 being placed in position at the right time.
  • the sleeper T can then be withdrawn from the mould 22 inverting the latter, since the bracing element 2 locked or keyed in the mould holds the surrounding concrete if it has been rendered suiiiciently compact.
  • the strips 27 are unloclred. It is then possible to vertically raise the mould 22, the movement of which is guided by the part 26 of the core N rigid with the aperture which slides between the two strips 27 which remain in the sleeper.
  • the concrete has attained sufficient cohesion, one of the strips 27' is extracted in moving it toward the other strip, the strip being thinner in the region of the boss than the part 26.
  • the other strip 27 is then extracted.
  • the central part 26 has a width to permit withdrawal of the other mold parts after its withdrawal.
  • the sleeper according to the invention has many advantages.
  • the sleeper according to the invention permits the use of coachscrews for fastening the rails.
  • the sleeper according to the invention permits a much simpler arrangement of the rail fastening means, the apertures '7 formed in the horizontal web of the element 2 only resulting in a negligible weakening of the latter.
  • T-bolts are also facilitated, the moulding of the sleeper presenting in this case no problem and the cavities formed in the concrete to permit the rotation of the bolts and the locking or keying thereof being reduced to a minimum.
  • a molding device for producing a railway sleeper having two spaced concrete blocks held in a spaced con dition by an elongated metal bracing element said mold ing device comprising, a mold having side walls and a bottom for receiving concrete to be molded therein, one of said side walls having a notch for receiving an elongated element corresponding to the bracing element of the finished sleeper therein with said element having an end portion extending into the mold and extending out wardly thereof, means cooperative with said element for closing said notch when said element is in position, said bottom having a plurality of through, spaced openings corresponding in number to a plurality of cavities to be formed in a finished block of said sleeper, said mold being open opposite said bottom to allow introduction concrete therein, a plurality of mold cores receivable in a respective one of said openings in said mold bottom, one of said cores comprising a plurality of parts positionable next adjacent each other to form in the finished concrete block a cavity for receiving a securing bolt therein in
  • a molding device for producing a railway sleeper having two spaced concrete blocks held in a spamd condition by an elongated metal bracing element said moldmg device comprising, a mold having side walls and a bottom for receiving concrete to be molded therein, one of said side walls having a notch for receiving an elongated element corresponding to the bracing element of the finished sleeper therein with said element having an end portion extending into the mold and extending out- 5 wardly thereof, means cooperative with said element for closing said notch when said element is in position, said bottom having a plurality of through, spaced openings corresponding in number to a plurality of cavities to be formed in a finished block of said sleeper, said mold being open opposite said bottom to allow introduction of concrete therein, a plurality of mold cores each receivable in a respective one of said openings in said mold bottom, one of said cores comprising a plurality of parts positionable next adjacent each other to form in the finished concrete block a cavity for receiving a securing bolt there
  • a molding device for producing a railway sleeper having two spaced concrete blocks held in a spaced con dition by an elongated metal bracing element comprising, a mold having side walls and a bottom for receiving concrete to be molded therein, one of said side walls having a notch for receiving an elongated element corresponding to the bracing element of the finished sleeper therein with said element having an end portion extending into the mold and extending outwardly thereof, means cooperative with said element for closing said notch when said element is in position, said bottom having a plurality of through, spaced openings corresponding in number to a plurality of cavities to be formed in a finished block of said sleeper, said mold being open opposite said bottom to allow introduction of concrete therein, a plurality of mold cores each receivable in a respective one of said openings in said mold bottom, one of said cores comprising a plurality of parts positionable next adjacent each other to form in the finished concrete block a cavity for receiving a securing bolt therein in an
  • a molding device for producing a railway sleeper having two spaced concrete blocks held in a spaced condition by an elongated metal bracing element comprising a mold having side walls and a bottom for receiving concrete to be molded therein, one of said side walls having a notch for receiving an elongated element corresponding to the bracing element of the finished sleeper therein with said element having an end portion extending into the mold, and extending outwardly thereof, means for closing said notch when said element is in position, said bottom having a plurality of through, spaced openings corresponding in number to a plurality of cavities to be formed in a finished block of said sleeper, said mold being open opposite said bottom to allow introductoin of concrete therein, a plurality of mold cores each receivable in a respective one of said openings in said mold bottom, one of said cores comprising a plurality of parts positionable next adjacent each other to form in the finished concrete block a cavity for receiving a securing bolt therein in an inverted position
  • a molding device for producing a railway sleeper having two spaced concrete blocks held in a spaced condition by an elongated metal bracing element comprising, two molds, each mold having side walls and a bottom for receiving concrete to be molded therein, one of said side walls having a notch for receiving an elongated element corresponding to the bracing element of the finished sleeper therein with said element having an end portion extending into the mold and extending outwardly thereof, means cooperative with said element for closing said notch when said element is in position, said bottom having a plurality of through, spaced openings corresponding in number to a plurality of cavities to be formed in a finished block of said sleeper, said mold being open opposite said bottom to allow introduction of concrete therein, a plurality of mold cores each'receivable in a respective one of said openings in said mold bottom, one of said cores comprising a plurality of parts positionable next adjacent each other to form in the finished concrete block a cavity for receiving a securing bolt there

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  • 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)
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US130118A 1960-08-10 1961-08-08 Molding device for producing railway sleepers Expired - Lifetime US3190607A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR835558A FR1277989A (fr) 1960-08-10 1960-08-10 Traverse perfectionnée de chemin de fer et dispositif de moulage destiné à sa fabrication

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US3190607A true US3190607A (en) 1965-06-22

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US (1) US3190607A (fr)
BE (1) BE607009A (fr)
BR (1) BR6025366D0 (fr)
DK (1) DK108108C (fr)
ES (1) ES270360A1 (fr)
FI (1) FI41036B (fr)
FR (1) FR1277989A (fr)
OA (1) OA00558A (fr)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
US4038355A (en) * 1971-10-27 1977-07-26 Concrete Industries (Monier) Limited Production method and means for concrete articles
FR2434896A1 (fr) * 1978-08-31 1980-03-28 Ohno Ietatsu Assiette de voie ferree
US4708611A (en) * 1986-04-02 1987-11-24 Bouteiller Harold L Apparatus for casting and inverting concrete products
US4737333A (en) * 1980-12-24 1988-04-12 P.V.B.A. Betonkonstruktie V.D. Hemiksem Method for manufacturing concrete railway sleepers
US4802623A (en) * 1986-06-10 1989-02-07 Stahlwerke Peine-Salzgitter Ag Concrete cross sleeper system
EP0331583A1 (fr) * 1988-03-04 1989-09-06 Jean-Marie Edouard Vuillermoz Perfectionnements aux dispositifs permettant d'effectuer des réserves dans le béton
US5826791A (en) * 1995-11-03 1998-10-27 Broughton; Amos W. Process for manufacturing a railroad rail support
US20050145709A1 (en) * 2002-07-09 2005-07-07 Martin Kowalski Biblock or multiblock transverse member and method for the production thereof
DE19961012B4 (de) * 1999-12-17 2008-08-14 Ed. Züblin Ag Fachwerkschwelle
US20110220730A1 (en) * 2010-03-15 2011-09-15 Concrete Systems Inc. Prefabricated plinth for supporting a railway track
FR2983875A1 (fr) * 2011-12-12 2013-06-14 Fimor Semelle sous traverse solidarisable a une traverse en beton ou analogue et traverse en beton ou analogue a laquelle est solidarisee une telle semelle sous traverse.
US9808958B1 (en) * 2016-10-18 2017-11-07 Jean Leon Cuburu Post molding system

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN112609516B (zh) * 2021-01-14 2022-09-09 中铁十七局集团有限公司 一种侧面带凹槽的钢管混凝土轨枕的制造方法

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US500682A (en) * 1893-07-04 Apparatus for molding the heads of dolls
US1668181A (en) * 1926-08-14 1928-05-01 Harold A Wills Railroad crosstie
US2128530A (en) * 1936-10-26 1938-08-30 Charles M Cadman Rail fastening construction
FR865520A (fr) * 1940-03-01 1941-05-26 Oxy Chloride Flooring Products Procédé d'agrafage ou d'ancrage d'un matériau résistant à l'usure ou autre matériau de revêtement, sur des planchers, murs ou similaires
US2656115A (en) * 1949-04-01 1953-10-20 Sonneville Roger Railway sleeper of reinforced concrete with rail fastening bolts
US2678166A (en) * 1949-12-15 1954-05-11 Mork Sverre Alfred Reinforced concrete railway sleeper
US2853763A (en) * 1950-12-18 1958-09-30 William R Van Hook Apparatus for manufacturing molded building units
US2966717A (en) * 1956-09-21 1961-01-03 Northern Virginia Construction Apparatus for casting concrete elements
US2983021A (en) * 1955-02-09 1961-05-09 Ind Dev Co Processes and apparatus for the manufacture of concrete articles, particularly of reinforced concrete

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US500682A (en) * 1893-07-04 Apparatus for molding the heads of dolls
US1668181A (en) * 1926-08-14 1928-05-01 Harold A Wills Railroad crosstie
US2128530A (en) * 1936-10-26 1938-08-30 Charles M Cadman Rail fastening construction
FR865520A (fr) * 1940-03-01 1941-05-26 Oxy Chloride Flooring Products Procédé d'agrafage ou d'ancrage d'un matériau résistant à l'usure ou autre matériau de revêtement, sur des planchers, murs ou similaires
US2656115A (en) * 1949-04-01 1953-10-20 Sonneville Roger Railway sleeper of reinforced concrete with rail fastening bolts
US2678166A (en) * 1949-12-15 1954-05-11 Mork Sverre Alfred Reinforced concrete railway sleeper
US2853763A (en) * 1950-12-18 1958-09-30 William R Van Hook Apparatus for manufacturing molded building units
US2983021A (en) * 1955-02-09 1961-05-09 Ind Dev Co Processes and apparatus for the manufacture of concrete articles, particularly of reinforced concrete
US2966717A (en) * 1956-09-21 1961-01-03 Northern Virginia Construction Apparatus for casting concrete elements

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
US4038355A (en) * 1971-10-27 1977-07-26 Concrete Industries (Monier) Limited Production method and means for concrete articles
FR2434896A1 (fr) * 1978-08-31 1980-03-28 Ohno Ietatsu Assiette de voie ferree
US4737333A (en) * 1980-12-24 1988-04-12 P.V.B.A. Betonkonstruktie V.D. Hemiksem Method for manufacturing concrete railway sleepers
US4708611A (en) * 1986-04-02 1987-11-24 Bouteiller Harold L Apparatus for casting and inverting concrete products
US4735562A (en) * 1986-04-02 1988-04-05 Boutellier Harold L Apparatus for casting and inverting concrete products
US4802623A (en) * 1986-06-10 1989-02-07 Stahlwerke Peine-Salzgitter Ag Concrete cross sleeper system
FR2635041A2 (fr) * 1988-03-04 1990-02-09 Vuillermoz Jean Marie Perfectionnements aux dispositifs permettant d'effectuer des reserves dans le beton
EP0331583A1 (fr) * 1988-03-04 1989-09-06 Jean-Marie Edouard Vuillermoz Perfectionnements aux dispositifs permettant d'effectuer des réserves dans le béton
US5826791A (en) * 1995-11-03 1998-10-27 Broughton; Amos W. Process for manufacturing a railroad rail support
DE19961012B4 (de) * 1999-12-17 2008-08-14 Ed. Züblin Ag Fachwerkschwelle
US20050145709A1 (en) * 2002-07-09 2005-07-07 Martin Kowalski Biblock or multiblock transverse member and method for the production thereof
US7198200B2 (en) * 2002-07-09 2007-04-03 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Biblock or multiblock transverse member and method for the production thereof
US20110220730A1 (en) * 2010-03-15 2011-09-15 Concrete Systems Inc. Prefabricated plinth for supporting a railway track
US8544763B2 (en) * 2010-03-15 2013-10-01 Concrete Systems Inc. Prefabricated plinth for supporting a railway track
FR2983875A1 (fr) * 2011-12-12 2013-06-14 Fimor Semelle sous traverse solidarisable a une traverse en beton ou analogue et traverse en beton ou analogue a laquelle est solidarisee une telle semelle sous traverse.
US9808958B1 (en) * 2016-10-18 2017-11-07 Jean Leon Cuburu Post molding system

Also Published As

Publication number Publication date
FI41036B (fr) 1969-04-30
ES270360A1 (es) 1962-02-16
OA00558A (fr) 1966-07-15
FR1277989A (fr) 1961-12-08
DK108108C (da) 1967-09-04
BR6025366D0 (pt) 1973-02-22
BE607009A (fr) 1961-12-01

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