EP0725856A1 - A method of manufacturing concrete sleeper blocks for railroad switch-points, and a matrix and matrix array for use when applying the method - Google Patents

A method of manufacturing concrete sleeper blocks for railroad switch-points, and a matrix and matrix array for use when applying the method

Info

Publication number
EP0725856A1
EP0725856A1 EP93913755A EP93913755A EP0725856A1 EP 0725856 A1 EP0725856 A1 EP 0725856A1 EP 93913755 A EP93913755 A EP 93913755A EP 93913755 A EP93913755 A EP 93913755A EP 0725856 A1 EP0725856 A1 EP 0725856A1
Authority
EP
European Patent Office
Prior art keywords
matrix
matrices
dishes
holes
promontories
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
EP93913755A
Other languages
German (de)
French (fr)
Other versions
EP0725856B1 (en
Inventor
Gun-Britt Johansson
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.)
ABETONG TEKNIK AB
Original Assignee
ABETONG TEKNIK AB
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 ABETONG TEKNIK AB filed Critical ABETONG TEKNIK AB
Publication of EP0725856A1 publication Critical patent/EP0725856A1/en
Application granted granted Critical
Publication of EP0725856B1 publication Critical patent/EP0725856B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B7/00Switches; Crossings
    • E01B7/22Special sleepers for switches or crossings; Fastening means therefor
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/005Arrangements 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
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0064Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces

Definitions

  • the present invention relates to a method of manufactur ⁇ ing concrete sleeper blocks of varying lengths intended for railroad switch-points wherein respective sleeper blocks have a mutually different number of rail attach- ment devices in mutually different positions thereon, said rail attachment devices being mounted in raised surfaces, referred to as promontories on the concrete sleeper block, said promontories preferably having an inclined surface, wherein a number of matrices are placed in a long form bed and concrete is poured into the bed and allowed to cure and harden.
  • Inclined rail positions are today a normal standard with conventional concrete sleeper blocks and are becoming increasingly normal in sleeper blocks intended for railroad switch-points.
  • the degree of inclination varies in accordance with prevailing standards applied with the railroad system concerned.
  • the inclined surface shall have a slope of 1:40.
  • the permitted tolerance range is very small, allowing the slope to vary within the limits 1:42-1:38.
  • the invention also relates to a matrix and a matrix array for the manufacture of concrete sleeper blocks of the aforesaid kind intended for rail- road switch-points.
  • SE,B, 7812505-1 (publication number 415 868) (A-Betong) describes a method of manufacturing concrete sleeper blocks of varying lengths intended for railroad switch- points and having a different number of positions for rail attachment devices.
  • This known method involves the use of a number of thin matrices whose lengths corres ⁇ pond to the lengths of the different sleeper blocks and exhibit detachably mounted attachment devices which are placed end-to-end in a long form bed with the attachment devices facing upwards.
  • a number of reinforcing lines or corresponding devices are tensioned in the form bed and concrete is poured into the bed and allowed to cure and harden.
  • the cured, coherent concrete body is then re ⁇ moved from the concrete form and the matrices are re ⁇ moved from the concrete body and the attachment means moulded therein, whereafter the concrete body is cut into lengths corresponding to the desired lengths of the sleeper blocks.
  • the concrete body can be stripped from the form, by lifting the concrete body from the form bed and turning the concrete body prior to removal of the matrices.
  • the matrices used with this known method comprise a number of mutually separata flat plates whose widths correspond generally to the upper surface of the sleeper blocks and the lengths of which vary to correspond with the desired length of individual sleeper blocks.
  • the matrix plates are provided at predetermined, varying positions with holes for detachably mounting the attach ⁇ ment devices to be moulded in the sleeper blocks.
  • switch-point concrete sleeper blocks to which the present invention refers shall be provided with integrated promontories which will enable rails to be mounted in an inclined and in a level position, and that in the former case very high accuracy demands are placed primarily on the degree to which these promontories are inclined.
  • EP,A1,0 268 028 (Wayss & Freytag) describes an arrange ⁇ ment for fixating tubular structural parts in sleeper blocks intended for railroad switch-points.
  • This ar ⁇ rangement includes a nipple which firmly anchors a pin to a rail attachment part on a form bottom.
  • This ref ⁇ cation is not concerned with the manufacture of concrete sleeper blocks with which inclined rail positions are achieved in railroad switch-points.
  • one object of the present invention is to provide a method which will enable automated manufacture of switch-point concrete sleeper blocks of the aforesaid kind for inclined rail positions in long form beds and with which the high accuracy requirements placed on the end product can be fulfilled.
  • Another object of the invention is to provide a method with which sleeper blocks can be manufactured to the aforesaid degree of accuracy while keeping matrix costs down to a relatively low level.
  • Another object of the invention is to provide a method which will enable manufacture of the sleeper blocks to be adapted with the degree of flexibility required by the fact that the lengths of the end products and the positions of the rail-supporting promontories vary with individual sleeper blocks.
  • Another object of the invention is to provide a matrix for the manufacture of switch-point concrete sleeper blocks provided with integrated promontories which despite their relatively low costs can be used for long periods of time in the automated, mass production of such concrete sleeper blocks.
  • the matrix dishes may be made of a softer material than the matrices themselves, so that the dished recesses or hollows can be formed with the aid of a press tool, the defining sides of these recesses preferably being in- clined to the main part of the matrix.
  • the angle to which the recess walls are inclined shall correspond to the value of the inclined rail position in the railroad system concerned, with small tolerances.
  • the matrix dishes shall be positioned accurately rela ⁇ tive to the matrices and fixed in said positions prior to securing said elements thereto.
  • the matrix dishes may be provided with flanges which are secured to the matrices when the matrices are placed in a form bed.
  • the flanges are conveniently provided with guide holes which are fitted over corresponding guide pins in the matrices.
  • the matrix dishes can then be secured temporarily prior to being permanently secured to the matrices, for in ⁇ stance welded thereto.
  • the matrices are made of a soft material
  • the matrices are conveniently reinforced with a reinforcing or stiffening plate on the outer sides thereof.
  • This reinforcing or stiffening plate may also be welded to respective matrix dishes.
  • the types of attachment devices used in this respect may have different forms and may consist, for instance, of bolts, dowels, pandrol attachment means, etc., depending on the railroad system for which the sleeper block is intended.
  • the longitudinal extension of the holes will preferably define an angle of between 0 and about 10° to the longi ⁇ tudinal axis of the matrices, meaning that the rail attachment devices will preferably be placed centrally along the matrix dishes.
  • the matrix dishes may be manufactured from material other than steel, for instance extruded plastic material.
  • the sleeper blocks In many cases it is convenient to provide the sleeper blocks with a drainage channel, which is taken into account in conjunction with configuring the matrices and the matrix dishes prior to placing said matrices and said dishes in the form bed.
  • the angle at which the matrix dishes are inclined and the depths to which said dishes are dished can be varied to correspond to different types of railtrack systems. For instance, the lengths of the matrix dishes will preferably be longer in the case of more robust rails than would otherwise be the case.
  • the matrix dishes are suitably secured to the upper sides of respective matri ⁇ ces when the matrices are positioned in the form bed. In some cases, however, the matrix dishes may be secured to the undersides of the matrices.
  • the invention also relates to a matrix which is used in the aforedescribed method of manufacturing concrete sleeper blocks, said matrix being characterized mainly by the features set forth in Claim 7.
  • the invention also relates to a matrix array for the manufacture of switch-point concrete sleeper blocks, the main features of the matrix array being set forth in Claim 11.
  • Figure 1 is a perspective view of a matrix dishes ele ⁇ ment for use together with a matrix in the manufacture of a switch-point concrete sleeper block.
  • Figure 2 is a sectional view of the matrix dishes ele ⁇ ment, taken on the line II-II in Figure 1.
  • Figure 3 is a perspective view of a perforated matrix for the manufacture of sleeper blocks of the aforesaid kind, said matrix being intended to receive a number of matrix dishes shown in Figures 1 and 2.
  • Figure 4 is a perspective view of part of a long form bed intended for the manufacture of concrete sleeper blocks, and shows a matrix and a matrix dish attached thereto placed in the bottom of the form bed.
  • Figure 5 is a perspective view of a switch-point con ⁇ crete sleeper block manufactured with the aid of the matrix shown in Figure 4.
  • Figure 6 is an end view of the concrete sleeper block shown in Figure 5.
  • Figure 7 is a perspective view which illustrates the configuration and application of two mutually adjacent matrix dishes fitted to a matrix.
  • the illustrated form bed used with the present invention has, in practice, a length which exceeds the values recited in these publications and may have a length of 150 m or longer for instance, and also that the number of matrices included in a matrix array of the kind concerned here may also exceed the values recited in said publications, and may comprise in num- ber, for instance, between 200 and 250 matrices, depend ⁇ ing on the railroad system concerned and the type of switch-point for which the concrete sleeper blocks are intended.
  • the rail attachment devices cast in the blocks shall be located on promontories, or raised members, preferably on prom ⁇ ontories that have a sloping surface and are intended to enable rails to be laid in inclined positions.
  • promontories may have a horizontal surface and shall be integrated in the sleeper blocks, and to this end those matrices 1 which are intended to be placed at the bottom of the form bed in which the sleeper blocks are cast are provided with elongated holes with rounded defining surfaces, as shown in Figure 3. Matrix dishes or trays 3 of the general kind illustrated in Figures 1 and 2 are mounted in these holes.
  • the matrices have mutually the same thickness and width but vary in length and the holes in respective matrices are positioned differently in respective matrices, among other things depending on where the sleeper block being manufactured shall be placed in the track region of the switch-point concerned.
  • the matrix dishes 3 have asymmetric dished or recessed portions 3a which are intended to form in the sleeper block promontories or raised surfaces that have sloping surfaces.
  • the matrix dishes are made from a grade of steel which can be press-shaped and which will enable the matrix dishes to be manufactured by stretching or pressing operations, with the aid of suitably configured tools.
  • the matrix dishes 3 have circumferentially extending flanges 3b which are intended to bottom against the regions that lie adjacent the hole edges of the matrices when the matrix dishes are inserted into the holes.
  • the sleeper blocks, and not least their promontories, must be manufactured extremely accurately, and conse ⁇ quently it is highly essential that the matrix dishes are positioned and fixed accurately in the holes before being secured to the matrices.
  • the dish flanges 3b are provided with guide holes 5 for coaction with pins (not shown) outstanding from the matrices, so as to enable the matrix dishes to be guided to correct positions when inserted into the holes.
  • the dishes Prior to securing the matrix dishes, which is normally effected by welding the dishes to respective matrices, the dishes are conveniently fixed in their correct positions with the aid of clamping devices.
  • the matrix dishes are provided with holes 4 for receiv ⁇ ing anchoring devices 12 (cf Figure 4) for attachment devices which function to hold the rails on the sleeper blocks. These anchoring devices 12 are embedded in the concrete sleeper blocks.
  • the matrix dishes 3 are made of a softer grade of steel than the matrices, as beforementioned, the dishes are provided with a central reinforcing or stiffening plate 3c.
  • Figure 4 illustrates a part of a form bed in which a matrix 1 onto which a matrix dish 3 has been welded is shown in a position in which it forms the bottom of the form bed.
  • a plurality of similar matrices of varying lengths are placed adjacent one another in the manner described in the aforesaid earlier published specifica ⁇ tions.
  • Figure 4 shows two parts of a matrix 1 which has been cut through the middle. It will be understood ,however, that although not shown a further two matrix dishes are inserted in this cut-away area.
  • the matrix dishes inserted in the holes in the matrices 1 are welded to the matrices.
  • Figure 4 illustrates one such seam weld.
  • Alternative welding methods, for in- stance spot welding, are also conceivable in this re ⁇ gard.
  • the matrix dishes may be glued to respective matrices.
  • Figure 5 illustrates a finished concrete element that has been manufactured in the form bed.
  • the concrete element is referenced 10 and the raised surfaces or promontories formed by the matrix dishes and exhibiting sloping upper surfaces are referenced 10a.
  • Figure 5 also shows anchoring devices 12 for anchoring rail attachment devices.
  • Figure 6 is an end view of the sleeper block 10 shown in Figure 5 provided with a promontory 10a and an anchoring device 12 embedded in the sleeper block, said anchoring device having an anchoring part 12a which extends within said block.
  • Figure 7 illustrates an embodiment of the invention in which a matrix 1 has two dish receiving holes located close together.
  • the matrix dishes will therefore en ⁇ croach upon each other's space and it is necessary to modify the mutually facing end parts of the dishes.
  • a matrix array which includes a plurality of matri ⁇ ces 1 to which matrix dishes have been fitted and which have essentially the same width but varying lengths, and in which the positions of those holes in which the matrix dishes 3 are mounted may vary.
  • the number of matrices used in such a matrix array can vary within wide limits, depending on the track system concerned and the characteristics of the switch-point in question.
  • the angle at which the upper surface of the promontories on the manufactured sleeper blocks is inclined may also vary. According to American practice, the degree of inclination is 1:40, whereas according to Swedish and
  • the invention can also be applied to provide sleeper blocks with promontories or raised surfaces which have generally horizontal surfaces, i.e. which do not slope.
  • the matrix dishes are adapted accordingly and may have a generally symmetrical configuration.
  • the invention can also be applied in those cases in which the matrices are placed in the form bed so as to coincide with a vertical plane, i.e. so that the promon ⁇ tories on the matrix dishes project out from one side of respective matrices.
  • This method of manufacturing sleep ⁇ er blocks is normally applied in the United Kingdom, among other countries.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Polishing Bodies And Polishing Tools (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Mounting, Exchange, And Manufacturing Of Dies (AREA)
  • Railway Tracks (AREA)

Abstract

In the manufacture of switch-point sleeper blocks of varying lengths and having a varying number of rail attachment devices provided in varying positions therealong, there is used a number of matrices (1) which are placed in a long form bed. The matrices (1) include holes in the region of promontories (10a) and the matrix dishes (3) are inserted in the holes and fastened to the matrices (1). When concrete is poured into the form bed and allowed to harden, concrete sleeper blocks which exhibit promontories (10a) of the said kind are obtained. The invention relates to a matrix provided with a matrix dish (3) and to a matrix array which includes a number of such matrices of varying lengths and with different positions for the matrix dishes (3).

Description

A method of manufacturing concrete sleeper blocks for railroad switch-points, and a matrix and matrix array for use when applying the method
Technical field
The present invention relates to a method of manufactur¬ ing concrete sleeper blocks of varying lengths intended for railroad switch-points wherein respective sleeper blocks have a mutually different number of rail attach- ment devices in mutually different positions thereon, said rail attachment devices being mounted in raised surfaces, referred to as promontories on the concrete sleeper block, said promontories preferably having an inclined surface, wherein a number of matrices are placed in a long form bed and concrete is poured into the bed and allowed to cure and harden.
The sloping surfaces on the promontories in the concrete sleeper blocks are intended to provide so-called in- clined rail positions. Inclined rail positions are today a normal standard with conventional concrete sleeper blocks and are becoming increasingly normal in sleeper blocks intended for railroad switch-points.
The degree of inclination varies in accordance with prevailing standards applied with the railroad system concerned. In the USA, the inclined surface shall have a slope of 1:40. The permitted tolerance range is very small, allowing the slope to vary within the limits 1:42-1:38.
It will be realized that in order to maintain this accuracy standard, high demands are placed on those matrices used in the manufacture of sleeper blocks of which the aforesaid promontories on which the rails rest form an integral part of the block. The present invention, however, also relates to the manufacture of sleeper blocks that are provided with promontories which do not slope, i.e. with which the raised surface is used to adjust the height position of the rail, for instance.
Correspondingly, the invention also relates to a matrix and a matrix array for the manufacture of concrete sleeper blocks of the aforesaid kind intended for rail- road switch-points.
Background art
SE,B, 7812505-1 (publication number 415 868) (A-Betong) describes a method of manufacturing concrete sleeper blocks of varying lengths intended for railroad switch- points and having a different number of positions for rail attachment devices. This known method involves the use of a number of thin matrices whose lengths corres¬ pond to the lengths of the different sleeper blocks and exhibit detachably mounted attachment devices which are placed end-to-end in a long form bed with the attachment devices facing upwards. A number of reinforcing lines or corresponding devices are tensioned in the form bed and concrete is poured into the bed and allowed to cure and harden. The cured, coherent concrete body is then re¬ moved from the concrete form and the matrices are re¬ moved from the concrete body and the attachment means moulded therein, whereafter the concrete body is cut into lengths corresponding to the desired lengths of the sleeper blocks.
The concrete body can be stripped from the form, by lifting the concrete body from the form bed and turning the concrete body prior to removal of the matrices.
The matrices used with this known method comprise a number of mutually separata flat plates whose widths correspond generally to the upper surface of the sleeper blocks and the lengths of which vary to correspond with the desired length of individual sleeper blocks. The matrix plates are provided at predetermined, varying positions with holes for detachably mounting the attach¬ ment devices to be moulded in the sleeper blocks.
This known method and this known matrix array, which cannot be applied for the manufacture of switch-point sleeper blocks which exhibit inclined rail positions, constitutes the standpoint of techniques from which the present invention departs. The problems carefully set forth in the aforesaid publication are thus also rele- vant in the case of the present invention.
In addition to the problems set forth in the prior published specification, the switch-point concrete sleeper blocks to which the present invention refers shall be provided with integrated promontories which will enable rails to be mounted in an inclined and in a level position, and that in the former case very high accuracy demands are placed primarily on the degree to which these promontories are inclined.
EP,A1,0 268 028 (Wayss & Freytag) describes an arrange¬ ment for fixating tubular structural parts in sleeper blocks intended for railroad switch-points. This ar¬ rangement includes a nipple which firmly anchors a pin to a rail attachment part on a form bottom. This publi¬ cation is not concerned with the manufacture of concrete sleeper blocks with which inclined rail positions are achieved in railroad switch-points.
Object of the invention
Accordingly, one object of the present invention is to provide a method which will enable automated manufacture of switch-point concrete sleeper blocks of the aforesaid kind for inclined rail positions in long form beds and with which the high accuracy requirements placed on the end product can be fulfilled.
Another object of the invention is to provide a method with which sleeper blocks can be manufactured to the aforesaid degree of accuracy while keeping matrix costs down to a relatively low level.
Another object of the invention is to provide a method which will enable manufacture of the sleeper blocks to be adapted with the degree of flexibility required by the fact that the lengths of the end products and the positions of the rail-supporting promontories vary with individual sleeper blocks.
Another object of the invention is to provide a matrix for the manufacture of switch-point concrete sleeper blocks provided with integrated promontories which despite their relatively low costs can be used for long periods of time in the automated, mass production of such concrete sleeper blocks.
Disclosure of the invention
These and other objects are fulfilled with a method of the aforesaid kind having the characteristic features set forth in the characterizing clause of Claim 1.
The matrix dishes may be made of a softer material than the matrices themselves, so that the dished recesses or hollows can be formed with the aid of a press tool, the defining sides of these recesses preferably being in- clined to the main part of the matrix. The angle to which the recess walls are inclined shall correspond to the value of the inclined rail position in the railroad system concerned, with small tolerances.
The matrix dishes shall be positioned accurately rela¬ tive to the matrices and fixed in said positions prior to securing said elements thereto. To this end, the matrix dishes may be provided with flanges which are secured to the matrices when the matrices are placed in a form bed.
The flanges are conveniently provided with guide holes which are fitted over corresponding guide pins in the matrices.
The matrix dishes can then be secured temporarily prior to being permanently secured to the matrices, for in¬ stance welded thereto.
When the matrices are made of a soft material, the matrices are conveniently reinforced with a reinforcing or stiffening plate on the outer sides thereof. This reinforcing or stiffening plate may also be welded to respective matrix dishes.
It will be evident from the aforegoing that many differ¬ ent matrices will be used in the manufacture of concrete switch-point sleeper blocks. This means that the config¬ uration of the matrix dishes and their positions in the matrices will vary. The holes provided in the matrices determine the positions of the respective matrix dishes and particularly when manufacturing short sleeper blocks intended to be placed at the actual switch-point it is possible that the holes will border on one another or even merge with one another. In this case, the matrix dishes are made shorter and are also adapted to this circumstance in other respects. The matrix dishes are suitably provided with apertures in which attachment devices to be embodied in the sleep¬ er block can be detachably mounted.
The types of attachment devices used in this respect may have different forms and may consist, for instance, of bolts, dowels, pandrol attachment means, etc., depending on the railroad system for which the sleeper block is intended. In order to obtain the best function of the promontories formed with the aid of the matrix dishes, the longitudinal extension of the holes will preferably define an angle of between 0 and about 10° to the longi¬ tudinal axis of the matrices, meaning that the rail attachment devices will preferably be placed centrally along the matrix dishes.
In certain cases, the matrix dishes may be manufactured from material other than steel, for instance extruded plastic material.
In many cases it is convenient to provide the sleeper blocks with a drainage channel, which is taken into account in conjunction with configuring the matrices and the matrix dishes prior to placing said matrices and said dishes in the form bed.
The angle at which the matrix dishes are inclined and the depths to which said dishes are dished can be varied to correspond to different types of railtrack systems. For instance, the lengths of the matrix dishes will preferably be longer in the case of more robust rails than would otherwise be the case.
As mentioned in the aforegoing, the matrix dishes are suitably secured to the upper sides of respective matri¬ ces when the matrices are positioned in the form bed. In some cases, however, the matrix dishes may be secured to the undersides of the matrices.
Other securing methods than welding are conceivable, for instance glueing.
The invention also relates to a matrix which is used in the aforedescribed method of manufacturing concrete sleeper blocks, said matrix being characterized mainly by the features set forth in Claim 7.
According to another aspect, the invention also relates to a matrix array for the manufacture of switch-point concrete sleeper blocks, the main features of the matrix array being set forth in Claim 11.
The invention will now be described in more detail with reference to exemplifying embodiments thereof and also with reference to the accompanying drawings.
Brief description of the drawings
Figure 1 is a perspective view of a matrix dishes ele¬ ment for use together with a matrix in the manufacture of a switch-point concrete sleeper block.
Figure 2 is a sectional view of the matrix dishes ele¬ ment, taken on the line II-II in Figure 1.
Figure 3 is a perspective view of a perforated matrix for the manufacture of sleeper blocks of the aforesaid kind, said matrix being intended to receive a number of matrix dishes shown in Figures 1 and 2.
Figure 4 is a perspective view of part of a long form bed intended for the manufacture of concrete sleeper blocks, and shows a matrix and a matrix dish attached thereto placed in the bottom of the form bed.
Figure 5 is a perspective view of a switch-point con¬ crete sleeper block manufactured with the aid of the matrix shown in Figure 4.
Figure 6 is an end view of the concrete sleeper block shown in Figure 5.
Figure 7 is a perspective view which illustrates the configuration and application of two mutually adjacent matrix dishes fitted to a matrix.
Description of preferred embodiments The principle method of procedure in the manufacture of switch-point concrete sleeper blocks of varying lengths and exhibiting different numbers of rail attachment devices in different positions along the blocks has been described in the aforesaid Swedish published specifica- tion SE,B,7812505-1 (A-Betong) and US,A,4,290,991 and US,A,4,495,127 and also US,A,4,522,367 of later date, all in the name Thim.
The reader is referred to these publications for a more detailed description of the general method of manufac¬ ture, the construction of the form bed and the general configuration of the matrices. All that will be men¬ tioned here is that the illustrated form bed used with the present invention has, in practice, a length which exceeds the values recited in these publications and may have a length of 150 m or longer for instance, and also that the number of matrices included in a matrix array of the kind concerned here may also exceed the values recited in said publications, and may comprise in num- ber, for instance, between 200 and 250 matrices, depend¬ ing on the railroad system concerned and the type of switch-point for which the concrete sleeper blocks are intended.
In addition to the teachings of these publications with regard to the manufacture of concrete sleeper blocks, according to the present inventive method the rail attachment devices cast in the blocks shall be located on promontories, or raised members, preferably on prom¬ ontories that have a sloping surface and are intended to enable rails to be laid in inclined positions.
These promontories may have a horizontal surface and shall be integrated in the sleeper blocks, and to this end those matrices 1 which are intended to be placed at the bottom of the form bed in which the sleeper blocks are cast are provided with elongated holes with rounded defining surfaces, as shown in Figure 3. Matrix dishes or trays 3 of the general kind illustrated in Figures 1 and 2 are mounted in these holes.
The matrices have mutually the same thickness and width but vary in length and the holes in respective matrices are positioned differently in respective matrices, among other things depending on where the sleeper block being manufactured shall be placed in the track region of the switch-point concerned.
The matrix dishes 3 have asymmetric dished or recessed portions 3a which are intended to form in the sleeper block promontories or raised surfaces that have sloping surfaces.
The matrix dishes are made from a grade of steel which can be press-shaped and which will enable the matrix dishes to be manufactured by stretching or pressing operations, with the aid of suitably configured tools. The matrix dishes 3 have circumferentially extending flanges 3b which are intended to bottom against the regions that lie adjacent the hole edges of the matrices when the matrix dishes are inserted into the holes.
The sleeper blocks, and not least their promontories, must be manufactured extremely accurately, and conse¬ quently it is highly essential that the matrix dishes are positioned and fixed accurately in the holes before being secured to the matrices.
To this end, the dish flanges 3b are provided with guide holes 5 for coaction with pins (not shown) outstanding from the matrices, so as to enable the matrix dishes to be guided to correct positions when inserted into the holes. Prior to securing the matrix dishes, which is normally effected by welding the dishes to respective matrices, the dishes are conveniently fixed in their correct positions with the aid of clamping devices.
The matrix dishes are provided with holes 4 for receiv¬ ing anchoring devices 12 (cf Figure 4) for attachment devices which function to hold the rails on the sleeper blocks. These anchoring devices 12 are embedded in the concrete sleeper blocks.
Since the matrix dishes 3 are made of a softer grade of steel than the matrices, as beforementioned, the dishes are provided with a central reinforcing or stiffening plate 3c.
Figure 4 illustrates a part of a form bed in which a matrix 1 onto which a matrix dish 3 has been welded is shown in a position in which it forms the bottom of the form bed. A plurality of similar matrices of varying lengths are placed adjacent one another in the manner described in the aforesaid earlier published specifica¬ tions.
Figure 4 shows two parts of a matrix 1 which has been cut through the middle. It will be understood ,however, that although not shown a further two matrix dishes are inserted in this cut-away area.
The side walls of the form or mould cavity have been indicated in chain lines 7 and 8.
The matrix dishes inserted in the holes in the matrices 1 are welded to the matrices. Figure 4 illustrates one such seam weld. Alternative welding methods, for in- stance spot welding, are also conceivable in this re¬ gard. Alternatively, the matrix dishes may be glued to respective matrices.
Figure 5 illustrates a finished concrete element that has been manufactured in the form bed. The concrete element is referenced 10 and the raised surfaces or promontories formed by the matrix dishes and exhibiting sloping upper surfaces are referenced 10a. Figure 5 also shows anchoring devices 12 for anchoring rail attachment devices.
The concrete element shown i Figure 5 has been cut into two parts for the sake of illustrtation, although it will be understood that two rail supporting promontories 10a (not shown) are located in the region of the con¬ crete element not shown in Figure 5.
Figure 6 is an end view of the sleeper block 10 shown in Figure 5 provided with a promontory 10a and an anchoring device 12 embedded in the sleeper block, said anchoring device having an anchoring part 12a which extends within said block.
Figure 7 illustrates an embodiment of the invention in which a matrix 1 has two dish receiving holes located close together. The matrix dishes will therefore en¬ croach upon each other's space and it is necessary to modify the mutually facing end parts of the dishes.
It will be understood that the illustrated matrices and matrix dishes and the manner in which they are mutually connected may be modified within the scope of the inven¬ tion.
In the manufacture of a plurality of concrete sleeper blocks necessary for a railroad switch-point there is used a matrix array which includes a plurality of matri¬ ces 1 to which matrix dishes have been fitted and which have essentially the same width but varying lengths, and in which the positions of those holes in which the matrix dishes 3 are mounted may vary.
The number of matrices used in such a matrix array can vary within wide limits, depending on the track system concerned and the characteristics of the switch-point in question.
The angle at which the upper surface of the promontories on the manufactured sleeper blocks is inclined may also vary. According to American practice, the degree of inclination is 1:40, whereas according to Swedish and
Danish practice the degree of inclination will prefera¬ bly be 1:30 and 1:20 respectively. Other values may apply in other countries.
As beforementioned, the invention can also be applied to provide sleeper blocks with promontories or raised surfaces which have generally horizontal surfaces, i.e. which do not slope. In this case, the matrix dishes are adapted accordingly and may have a generally symmetrical configuration.
The invention can also be applied in those cases in which the matrices are placed in the form bed so as to coincide with a vertical plane, i.e. so that the promon¬ tories on the matrix dishes project out from one side of respective matrices. This method of manufacturing sleep¬ er blocks is normally applied in the United Kingdom, among other countries.

Claims

Claims
1. A method of manufacturing switch-point concrete sleeper blocks (10) of varying lengths and comprising rail attachment devices in different numbers and in different positions along said blocks, said attachment devices being anchored in promontories (10a) on the sleeper blocks (10), said promontories preferably exhi¬ biting an inclined surface, wherein a plurality of matrices (1) are placed in a long form bed and concrete is poured into the bed and permitted to cure and harden, c h a r a c t e r i z e d by providing the matrices (1) with holes (2) in the region of the promontories (10a), and by attaching matrix dishes (3) which have a shape that corresponds to the shape of the promontories to the matrices at a location adjacent the edges of said holes, with the dished part of respective matrix dishes (3) facing outwards.
2. A method according to Claim 1, c h a r a c ¬ t e r i z e d by providing the matrix dishes (3) with flanges (3b) which are fastened to the edges of the matrix dishes preferably with the flanges lying against the inner surface of the matrices (1) .
3. A method according to Claim 2, c h a r a c ¬ t e r i z e d by providing the flanges (3b) with guide holes (5) and by fitting said guide holes over corres¬ ponding guide pins in the matrices so as to fix respec- tive matrix dishes in position prior to securing said dishes.
4. A method according to any one of Claims 1-3, c h a r a c t e r i z e d by stiffening the outwardly turned side of the promontories of said matrix dishes.
5. A method according to any one of Claims 1-4, c h a r a c t e r i z e d by providing the matrix dishes with apertures (4) for detachably mounting at¬ tachment devices (12) which are intended to be embodied in the cast sleeper blocks (6) .
6. A method according to any one of Claims 1-5, c h a r a c t e r i z e d by placing the holes (2) at an angle of 0-10° in relation to the longitudinal axis of the matrices (1).
7. A matrix for the manufacture of switch-point concrete sleeper blocks, comprising a generally flat plate having a length which corresponds to the length of the sleeper block (10) concerned, and having a width which corre¬ sponds to the width of the upper surface of said sleeper block and which matrix (1) is provided with through penetrating holes (2), c h a r a c t e r i z e d in that the holes (2) are located in the region of promontories (10a) provided with inclined surfaces and located on the upper surface of the finished sleeper block (10); in that the holes (2) are covered by matrix dishes (3) which are fastened to the matrices (1) at the edges of respective holes (2); and in that the lower part of the dished cavity of the matrix dishes lies outside the plane of the plate (1) on which it is placed in a form bed in which the sleeper block (10) is cast, wherein the aforesaid promontories (10) will have the shape of the matrix dish (3) when the concrete has cured and hardened.
8. A matrix according to Claim 7, c h a r a c ¬ t e r i z e d in that the matrix dishes (3) are made of a softer material than the matrices (1) ; and in that said matrix dishes are reinforced or stiffened (3c) on the underside thereof.
9. A matrix according to Claim 8, c h a r a c ¬ t e r i z e d in that the matrix dishes (3) have aper¬ tures (4) which accommodate anchoring devices (12) for coaction with devices by means of which rails are at- tached to respective sleeper blocks.
10. A matrix according to any one of Claims 7-9, c h a r a c t e r i z e d in that the matrix dishes (3) include flanges (3b) for attachment of said dishes to respective matrices (1), preferably to the upper side of said matrices when the matrices are in position in the form bed.
11. A matrix array for manufacture of switch-point concrete sleeper blocks (10), c h a r a c¬ t e r i z e d in that the matrix array includes a plurality of matrices (l) provided with matrix dishes (3) in accordance with Claim 7, said matrices (1) having essentially mutually the same width and varying lengths and varying positions of the holes (2) over which re¬ spective matrix dishes are secured.
EP93913755A 1992-06-18 1993-06-16 A method of manufacturing concrete sleeper blocks for railroad switch-points, and a matrix and matrix array for use when applying the method Expired - Lifetime EP0725856B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
SE9201889 1992-06-18
SE9201889A SE470359B (en) 1992-06-18 1992-06-18 Methods of manufacture of a concrete gear grinder block as well as matrix and matrix set for use in application of the method
PCT/SE1993/000534 WO1993025756A1 (en) 1992-06-18 1993-06-16 A method of manufacturing concrete sleeper blocks for railroad switch-points, and a matrix and matrix array for use when applying the method

Publications (2)

Publication Number Publication Date
EP0725856A1 true EP0725856A1 (en) 1996-08-14
EP0725856B1 EP0725856B1 (en) 2000-05-10

Family

ID=20386543

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93913755A Expired - Lifetime EP0725856B1 (en) 1992-06-18 1993-06-16 A method of manufacturing concrete sleeper blocks for railroad switch-points, and a matrix and matrix array for use when applying the method

Country Status (8)

Country Link
EP (1) EP0725856B1 (en)
AT (1) ATE192804T1 (en)
AU (1) AU668961B2 (en)
DE (1) DE69328632D1 (en)
FI (1) FI98396C (en)
NO (1) NO304319B1 (en)
SE (1) SE470359B (en)
WO (1) WO1993025756A1 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10219331A1 (en) * 2002-04-30 2003-11-13 Leonhard Moll Betonwerke Gmbh Correction device for correcting support elements embedded in concrete sleepers
FR2907809B1 (en) * 2006-10-25 2011-07-08 Vossloh Cogifer DEVICE FOR THE DIRECT FASTENING OF A RAIL TO A CONCRETE SUPPORT
CN101121281B (en) * 2007-08-03 2010-05-19 中铁十四局集团有限公司 High-speed switch sleeper long line method construction prestressed rib positioning device
AT514166B1 (en) * 2013-04-10 2015-08-15 Voestalpine Weichensysteme Gmbh Track section for rail vehicles
CN105155367B (en) * 2015-08-13 2017-03-15 中铁十一局集团有限公司 A kind of installation system and installation method for magnetic-levitation
DE102017125152B4 (en) 2017-06-23 2021-01-28 Leonhard Moll Betonwerke Gmbh & Co Kg Process for the production of prestressed concrete sleepers or prestressed concrete switch rails
PL3424662T3 (en) 2017-06-23 2021-11-08 Leonhard Moll Betonwerke Gmbh & Co Kg Method for producing prestressed concrete parts

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB913090A (en) * 1960-12-07 1962-12-19 Dow Mac Products Ltd A method of moulding concrete sleepers with embedded hoops
FR2401272A1 (en) * 1977-08-26 1979-03-23 Costamagna & Cie B M IMPROVEMENTS IN THE MANUFACTURING BY MOLDING OF CONCRETE RAILWAY TIES
SE404996B (en) * 1978-01-13 1978-11-13 Straengbetong Ab DEVICE FOR CONCRETE MOLDS
SE415868B (en) * 1978-12-05 1980-11-10 A Betong Ab SET TO MANUFACTURE CONCRETE SLIPPING BULK AND MATERIAL SETUP FOR EXECUTION OF THE SET
IT1151920B (en) * 1982-07-09 1986-12-24 Betong Ab Sabema Material Ab A METHOD FOR THE PRODUCTION OF CONCRETE BEAMS AND SERIES OF DIES TO REALIZE THIS METHOD

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9325756A1 *

Also Published As

Publication number Publication date
FI945930A (en) 1994-12-16
NO304319B1 (en) 1998-11-30
AU668961B2 (en) 1996-05-23
SE9201889D0 (en) 1992-06-18
WO1993025756A1 (en) 1993-12-23
NO944900D0 (en) 1994-12-16
NO944900L (en) 1994-12-16
FI945930A0 (en) 1994-12-16
FI98396C (en) 1997-06-10
SE470359B (en) 1994-01-31
SE9201889L (en) 1993-12-19
FI98396B (en) 1997-02-28
EP0725856B1 (en) 2000-05-10
AU4367593A (en) 1994-01-04
ATE192804T1 (en) 2000-05-15
DE69328632D1 (en) 2000-06-15

Similar Documents

Publication Publication Date Title
US4578916A (en) Connecting and pressure-distributing element for concrete structural members
DE60019413T2 (en) FIXING DEVICE FOR ANCHORING DOCUMENT
EP0725856B1 (en) A method of manufacturing concrete sleeper blocks for railroad switch-points, and a matrix and matrix array for use when applying the method
DE69624645T2 (en) Method for producing a monolithic semiconductor arrangement with integrated microfabricated surface structures
SI9300385B (en) ski with in shell integrated upper belt
DE69901738T2 (en) Procedure for optimizing the frame error rate settings with a gentle handover
US4644727A (en) Strand chair for supporting prestressing cable and cross-mesh in elongated precast concrete plank
US20080138769A1 (en) Mold Assembly For Manufacturing Tooth And Method For Molding The Same
US3904112A (en) Railbed
US4522367A (en) Matrix array for manufacturing concrete sleeper blocks
KR101926773B1 (en) Possible angle adjustment boundary stone fixed support frame
GB2440719A (en) Shower tray
EP0726361A1 (en) Method of forming pavement on automobile test road pavement member for automobile test road
CN208168243U (en) The construction formwork of mattess surface layer partitioning slot, construction joint
SK279948B6 (en) Method of making form elements
JP4037894B2 (en) Hook anchor for concrete slab and concrete slab construction method using the same
JPH07329110A (en) Band and manufacture thereof
JPH0811119A (en) Manufacturing concrete shuttering of foundation of precast concrete
WO1995021971A1 (en) A floor guide for use in connection with concreting of concrete floors
JPH0337396Y2 (en)
KR200186408Y1 (en) A billard table
JPH0649175Y2 (en) Tree protection plate
JP2507269Y2 (en) Ceramics decorative plate
KR900003738Y1 (en) Moulds
JPH0332582Y2 (en)

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 19941130

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE ES FR GB GR IT LI NL

17Q First examination report despatched

Effective date: 19980522

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAG Despatch of communication of intention to grant

Free format text: ORIGINAL CODE: EPIDOS AGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE ES FR GB GR IT LI NL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20000510

Ref country code: GR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20000510

Ref country code: FR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20000510

Ref country code: ES

Free format text: THE PATENT HAS BEEN ANNULLED BY A DECISION OF A NATIONAL AUTHORITY

Effective date: 20000510

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20000510

REF Corresponds to:

Ref document number: 192804

Country of ref document: AT

Date of ref document: 20000515

Kind code of ref document: T

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 69328632

Country of ref document: DE

Date of ref document: 20000615

ITF It: translation for a ep patent filed

Owner name: JACOBACCI & PERANI S.P.A.

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20000811

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
EN Fr: translation not filed
REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: LUCHS & PARTNER PATENTANWAELTE

Ref country code: CH

Ref legal event code: AEN

Free format text: DAS PATENT IST AUFGRUND DES WEITERBEHANDLUNGSANTRAGS VOM 29.09.2000 REAKTIVIERT WORDEN.

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
REG Reference to a national code

Ref country code: GB

Ref legal event code: IF02

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20050608

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20050622

Year of fee payment: 13

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060616

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20060630

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20060630

Year of fee payment: 14

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20060616

BERE Be: lapsed

Owner name: *ABETONG TEKNIK A.B.

Effective date: 20060630

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20070616

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20120615

Year of fee payment: 20

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL