• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    A railway sleeper has a concrete body (2) with an attached thereto sill (3), wherein for shear strength connection of the sill (3) with the concrete body (2) a connecting layer (6) is provided, on the one hand with the Schwellensohle (3) and on the other hand connected to the concrete body (2) and in this case partially embedded in the concrete of the concrete body (2). The connecting layer (6) is formed by a spacer knitted fabric which comprises first and second layers (9, 10) which are held apart by connecting threads (11) and of which the first layer (9) penetrates into the concrete of the concrete body (2 ) is embedded.
    公开号:AT510835A4
    申请号:T534/2011
    申请日:2011-04-15
    公开日:2012-07-15
    发明作者:Andreas Augustin；Arnold Flatz；Roger Hoefle；Harald Loy
    申请人:Getzner Werkstoffe Holding Gmbh；
    IPC主号:
    专利说明:

    HefelScHofmann
    patent attorneys
    Dr. Ralf Hofmann Thomas Fechner 6806 Feldkirch, Austria Egelseestr 65a, PO Box 61 *. * F I «rO) WJ7> vi7. F +43 (0) 5522 73 359 M office@vpat.at I www.vpat.at 23911/33 / ss 110311
    The invention relates to a railway sleeper, which has a concrete body with a sill sole attached to this, wherein for shear strength connection of the sill with the concrete body, a connecting layer is provided which is connected on the one hand with the sill and on the other hand with the concrete body and this partially in the Concrete is embedded in the concrete body.
    Made of elastic plastic, z, B. foamed polyurethane, existing sleeper sleepers for railway sleepers are used in particular for the vibration protection and ballast bed protection in concrete sleepers. On such Schwellenhleohlungen not only vertical but also horizontal forces act, especially in the transverse direction to the rails, such horizontal forces occur for example when crossing a train in a cornering or by temperature expansions. In order to maintain a sufficient transverse displacement resistance, the transverse forces which occur must be able to be absorbed. To achieve a shear strength connection of the concrete body of the railway sleeper with the ballast bed, mediating the resting on the ballast bed sill, thus a shear force-resistant connection between the concrete body and the sill sole must be given.
    To form a shear-resistant connection between the concrete body of the railway sleeper and the sleeper sole, it is known to form the sleeper sole with elevations and undercut surfaces. Such training is apparent, for example, from FR 2 753 998 A1. Railway sleepers are known from DE 43 15 215 A and EP 609 729 A, in which geotextile layers are applied to the underside of the sill sole facing away from the concrete body in order to protect the sill sole against the ingress of ballast points. 2 ······· # »· · μ ♦ ·« · ······ «# »·« For fixed carriageways, partially enclosed sleepers (so-called shrouded sleepers) are known by elastic profiles. Such shrouded sleepers do not rest on a ballast bed, and the on-track requirements and problems encountered differ from lanes with sleepers installed on a ballast bed.
    A railway sleeper of the type mentioned at the beginning is disclosed in EP 1 298 252 A2. The threshold sole is connected to the concrete body of the railway sleeper via a connecting layer which is formed by a random fiber layer, in particular a nonwoven layer. Fibers of the random fiber layer are on the one hand embedded in the concrete of the concrete body in its near-surface underside region and on the other hand embedded in the material of the Schwellensohle or welded to it. 15
    By prior use, further, a railway sleeper is known, in which a three-dimensional, thermally consolidated Gewrgelege with a relatively large thickness of the fibers (= "plastic wire") of the interference layer is used as the connecting layer between the sill and the concrete body, which Vorrgelege 20 turn on the one hand embedded in the concrete body, on the other hand, in the material of the Schwellensohle.
    Due to the partially embedded in the concrete three-dimensional structure of these known connection layers, the permanent, tear and shear strength Ver-25 binding between the concrete body of the railway sleeper and the threshold sole is improved. However, the previously known bonding layers formed by random fiber layers, in particular needled nonwoven layers or random webs, have drawbacks in various respects. Thus, the three-dimensional expression of nonwovens is limited, which leads in particular to problems when a distinct layer of cement slurry (= cement slurry) is formed at the boundary layer 30 of the concrete body, which is formed by cement, water and fines. Such a layer can transmit only relatively small forces, which is why in 3 ··· φ * · «· * · • · Φ · t 4 · · * *« • · «· · · · · · · · · · · · · · · · Furthermore, the forces between the connection layer and the concrete body are limited. In contrast, a three-dimensional random bevel has the advantage that it can also be embedded in deeper areas of the concrete body, as a result of which the transmission of force can in principle be increased. Disadvantageously, however, is that such vortex loops are relatively heterogeneous, with typical appearances being holes, lumpy fiber accumulations, variations in thickness, etc. The power transmission achieved via the connection position is thus subject to a certain spread. 10 object of the invention is to provide a contrast improved soled concrete sleeper. According to the invention, this is achieved by a railway sleeper with the features of claim 1.
    In a railway sleeper according to the invention, the sill sole is connected to the concrete body via a connecting layer, which is formed by a spacer fabric. Such comprises two knitted layers (these are also referred to as goods surfaces), which are held apart by connecting threads. The first of these layers is embedded in the concrete of the concrete body. 20
    The second layer is embedded in an advantageous embodiment of the invention in the material of the Schwellensohle. In another possible embodiment of the invention, the second layer is not embedded in the material of the threshold sole, but cohesively connected to the outer surface of the sill sole. Such a cohesive connection can be formed, for example, in that the second layer is pressed against the surface of the reaction mixture which forms the swelling sole after curing. When curing the reaction mixture, it then comes to cohesive connection. Another possibility is that the second layer is glued to the threshold sole after its curing or thermally welded. 4 • ΜΙ Μ • · 4
    The two knitted layers may have different patterns from each other and / or be formed by differently shaped threads. The connection of the first layer to the concrete body and the connection of the second layer to the threshold sole can thereby be optimized. 5
    The term thread is used in this document generally for monofilaments, yarns and threads. Yarns are practically endless thread-like structures, which can consist of finite fibers (= web) or of several practically endless filaments. Twists are special forms of yarn with 10 two or more twisted single yarns.
    Further advantages and details of the invention are explained below with reference to the accompanying drawings. In this show: 15
    Fig. 1 is a schematic representation of a railway sleeper according to the invention;
    Fig. 2 is a schematic three-dimensional representation of a portion of a
    Connection layer according to an embodiment of the invention;
    FIG. 1 shows a schematic representation of a railway sleeper 1 in the form of a concrete sleeper which comprises a concrete body 2 and a sill bottom 3 attached to the underside thereof With the sleeper sole 3, the railway sleeper 1 rests on a gravel bed 4 indicated in FIG. 25 The spaced apart in the ballast bed installed sleepers 1 carry a track, of which in Fig. 1, a rail 5 is indicated in dashed lines. The attachment of the rail 5 to the railway sleeper 1 is not shown here. Between the rail 5 and the railway sleeper 1, a layer of an elastic material can be arranged.
    The concrete body 2 is made of reinforced concrete. This may be a "late sheller" where de-scaling takes place when the concrete has hardened. 30 ··· ♦ * «« · 19 · I «+ ··········· • ♦ · * * 9 9 9 9 9 9 9 9 9 5 5 or to deal with an "early scraper" that can be deactivated before the concrete hardens. For example, the concrete body 2 can be designed as prestressed concrete. 5 The threshold sole 3 consists of an elastic plastic. Preferred is a
    Training of foamed polyurethane. Formations of other, in particular foamed, elastomers or thermoplastic elastomers are conceivable and possible. The threshold sole 3 preferably covers only the underside of the concrete body 2.
    The connection of the Schwellensohle 3 with the concrete body 2 via a connecting layer 6. The connecting layer 6 is in this case embedded in the concrete of the concrete body 2 over part of its thickness d. About another part of its thickness d 15, the connecting layer 6 is embedded in the material of the Schwellensohle 3.
    In Fig. 1 it is indicated that the embedding of the connecting layer 6 in the concrete body 2 and in the Schwellensohle 3 total amount of the total thickness d of the connecting layer 6. Thus, there is an interface between concrete of the concrete body 2 and material of the threshold sole 3 in an area which lies within the extension 20 of the connection layer ό.
    Instead, it could also be possible that between the concrete body 2 and the sill 3, a layer of the connecting layer 6 remains, which is embedded neither in the concrete body 2 nor in the Schwellensohle 3. This would then be between the material of the concrete body 2 and the material of the Schwellensohle 3 and the material of the concrete body 2 and the material of the Schwellensohle 3 would not directly adjacent to each other (no mutual interface form). The embedding of the connecting layer 6 in the concrete body 2 takes place in the production of the concrete body 2, before the concrete of the concrete body 2 has hardened. During the hardening of the concrete, the non-positive connection with the concrete body takes place • 4 ··························································································. 2. It comes here to positive closures between the connecting layer 6 and the concrete body 2 with respect to the transverse direction 7 of the railway sleeper 1. Furthermore, the connecting layer has 6 undercut surfaces, behind which the concrete of the concrete body 2 in the embedding of the connecting layer. 6 in the concrete body 2 a-5 penetrates, whereby form-fitting in the perpendicular to the bottom of the concrete body 2 and perpendicular to the transverse direction 7 lying tear-out direction {= extension direction) 8 are formed.
    If, after casting the concrete body 2, before it has cured, the Ver-10 binding layer 6 is embedded in the concrete body 2, this is preferably already connected to the Schwellensohle 3. The threshold sole 3 with the connection layer 6 fixed to it, which points in the direction of the concrete of the concrete body 2, is placed in the casting mold on the cast concrete body 2 and preferably vibrated into the concrete of the concrete body 2. Instead, the threshold 15 sole 3 could be inserted with the directed into the mold cavity connecting layer 6 even before pouring the threshold in the mold cavity or applied to this, so that the mold cavity is bounded by the Schwellensohle with its attached connection layer 6, whereupon the concrete is poured. The embedding of the connecting layer 6 in the material of the Schwellensohle 3 takes place before the plastic of the Schwellensohle 3 is cured. The connecting layer 6 is pressed correspondingly far into the reaction mixture, which forms the Schwellensohle 3 after curing. 25 Instead of embedding the connecting layer 6 in the material of the sill 3, the connecting layer 6 could also be bonded to the surface of the sill 3, eg. be bonded by gluing and / or thermal welding. Such a cohesive connection can take place after the material of the swell base 3 has already hardened. Also, a cohesive Verbin-30 düng be achieved by the connecting layer 6 is applied to the surface before curing of the material of the Schwellensohle 3, wherein when hardening the material of the Schwellensohle 3 the cohesive connection to 7 99 * 9 • 99 9 9 9 9 · • 9 9 • 9 • 9 «9 9 • 9 9 • · 9 9 • 9 stands. In the case of the cohesive connection with the surface of the sill 3, if desired, the bonding layer 6 are embedded over its entire thickness d in the material of the concrete body 2, so that apart from their surface portions on which they material fit with the Schwel-5 3 is completely embedded in the material of the concrete body 2, so apart from these surfaces is completely surrounded by the material of the concrete body 2.
    In principle conceivable and possible, but less preferred, it would also be first to integrate the bonding layer 6 into the material of the concrete body 2 and only then to form the connection with the sleeper sole 3.
    The bond between the concrete body 2 and the threshold sole 3 advantageously takes place at the factory, so that no work 15 is required on the construction site in this respect.
    The formation of the connecting layer 6 is shown schematically in FIGS. 2 and 3. The connecting layer 6 is formed by a spacer knitted fabric. This comprises first and second knitted layers 9, 10, which are held by connecting threads 11 20 in a mutual distance.
    The first and second layers 9, 10 are also referred to as commodity surfaces in the case of such spacer fabrics. In an advantageous embodiment of the invention, the connecting threads 11 and the threads from which the first and second layers 9, 10 are knitted are each individual, ie different threads. The connecting threads 11 are then referred to as pile threads. The patterns of the first and second knitted layers are schematically indicated in Figs. 2 and 3 by hexagons. It is thereby indicated holes, which may have the first and second layers 9,10. 8th
    Different patterns of the first layer 9 and second layer 10 are possible, but advantageously at least the first layer 9 embedded in the concrete of the concrete body 2 has holes, preferably with clear widths of at least 3 mm, in order to be embedded in the concrete of the concrete body 2 to facilitate.
    When the second layer 10 is embedded in the material of the sill 3, it advantageously also has holes, preferably with clear widths of at least 3 mm, in order to facilitate its embedding in the material of the sill bottom 3 10. When the second ply 10 is tied to the outer surface of the sill 3, the second layer 10 may also be knitted relatively tightly without pronounced holes.
    The first layer 9 lies in a first plane 12 and the second layer 10 lies in a second plane 13, wherein the two planes 12, 13 are parallel to each other and spaced from each other.
    The patterns of the first layer 9 and the second layer 10 may differ to suit the layers to the respective requirements. The yarns 20 constituting the first layer 9 and the second layer 10 may be the same or may be differently shaped to suit the respective requirements.
    The number and arrangement of the connecting threads 11 can also be adapted to the specific requirements.
    One possible embodiment of the connecting threads 11 provides that they consist of a monofilament thread. But training from a yarn is conceivable and possible.
    The threads of the first layer 9 and second layer 10 can be formed by monofilament threads and / or yarns, for example in the form of threads. 30 9
    The connecting threads 11 and / or the threads of the first layer and / or the threads of the second layer may consist, for example, of polyamide, polypropylene, PVC, polyethylene or combinations thereof, optionally also in combination with 5 other materials.
    The production of a spacer knitted fabric usually takes place in a single production step. For the warp-knit first layer or for the warp-knit second layer, for example, the body, tricot or cloth weave can be used.
    The thickness of the spacer fabric is defined by the distance between the two needle bars to each other. The thickness d of the spacer fabric is desirably in the range of 1.5mm to 40mm, with a thickness in the range of 2mm to 20mm being preferred.
    When connecting (= laminating) the connecting layer 6 with the reaction mixture of the threshold sole 3, the second layer 10 directed towards the reaction mixture is pressed into the reaction mixture. In any case, part of the connecting threads 11 and the first layer 9 are still protruding from the reaction mixture.
    The impressions in the reaction mixture are preferably carried out in a predetermined depth, wherein below the depressed second layer 10, a layer of reaction mixture is still present. It is also conceivable and possible, however, to compress the second layer 10 over the entire depth of the reaction mixture into it. 25
    On the other hand, it can also be provided that the second layer 10 is merely pressed against the reaction mixture of the threshold sole 3, whereupon, when the reaction mixture of the threshold sole 3 hardens, a material bond occurs. In a further possible embodiment, the second layer 10 can be adhered to the threshold sole 3 after the reaction mixture has cured. 10
    As already mentioned, the embedding of the first layer 9 in the concrete of the concrete body 2 is advantageously carried out after the second layer 10 has already been joined to the threshold sole 3. The connecting threads 11 can run at different angles to the first and second layers 9, 10. In order to ensure a good resistance to displacement of the first and second layers 9, 10 and prevent tilting of the structure under pressure, it is known, for example, in spacer fabrics, the connecting threads 11 crosswise between the first and second 10 layers, preferably with crossing angles of approximately 45 °, to lay. Such a training can be used, for example.
    Abstandergwirke are also known in which thread, which are used to form the first and / or second layer 9,10, are also used to form the 15 connecting threads 11. There are thus no separate pile threads available. Such a configuration of the spacer knitted fabric can also be used.
    The thickness of the threshold sole 3 is preferably in the range of 4mm to 20mm. 20
    Key to the reference numbers 1 Railway sleeper 2 Concrete body 3 Threshold sole 4 Gravel bed 5 Rail 6 Connecting layer 7 Transverse direction 8 Pulling direction 9 First layer 10 Second layer 11 Connecting thread 12 First plane 13 Second plane
    权利要求:
    Claims (7)
    [1]
    Patent Attorneys Hefel & Hofmann · # ·· ··· »········· Ralf HofnTihn · * * · ·· dr. Thomas Fechner 6806 Feldkirch, Austria Egelseestr 65a, PO Box 61 • ·· ·· · · * · ·. ν · + * 4β * {δ) 5522 73 137 F +43 (0) 5522 73 359 M office@vpat.at I www.vpat.at 23911/33 / ss 110311 12 Claims 1. Railway sleeper comprising a concrete body (2 ) with an attached thereto sill (3), wherein the shearing force-resistant connection of the sill (3) with the concrete body (2) a connecting layer (6) is provided, on the one hand with the Schwellensohle (3) and on the other hand with the concrete body (2 ) and in this case is partially embedded in the concrete of the concrete body (2), characterized in that the connecting layer (6) is formed by a spacer knitted fabric comprising first and second layers (9, 10) connected by connecting threads (11) are kept at a distance from each other and of which the first layer (9) is embedded in the concrete of the concrete body (2).
    [2]
    2. Railway sleeper according to claim 1, characterized in that the second layer (10) is embedded in the material of the threshold sole (3).
    [3]
    3. railway sleeper according to claim 1, characterized in that the second layer (10) with the outer surface of the Schwellensohle (3) is materially connected.
    [4]
    4. Railway sleeper according to one of claims 1 to 3, characterized in that the thickness of the spacer fabric is in the range of 1.5mm to 40mm.
    [5]
    5. railway sleeper according to claim 4, characterized in that the thickness of the spacer fabric is in the range of 2mm to 20mm.
    [6]
    6. Railway sleeper according to one of claims 1 to 5, characterized in that the connecting threads (11) are formed by pile threads, which in addition 13 * · · «• *« «

    are present to the threads from which the first and second layers (9, 10) are knitted.
    [7]
    7. Railway sleeper according to one of claims 1 to 6, characterized in that the connecting threads (5) are formed by monofilament threads.
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    同族专利:
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    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    EP1445378A2|2003-02-05|2004-08-11|RST-Rail Systems and Technologies GmbH|Sleeper with bottom coating and removal test of such coating|
    WO2009108972A1|2008-03-06|2009-09-11|Getzner Werkstoffe Holding Gmbh|Sleeper pad for a railway sleeper|
    US5060856A|1989-06-07|1991-10-29|Hermann Ortwein|Sound-damping mat, especially for a ballast bed|
    DE4315215A1|1992-05-09|1993-11-11|Phoenix Ag|Construction of railway line foundation - consists of the rail which is clipped to wooden or concrete sleepers bedded in ballast with two layer flexible underlay pads|
    DE9321355U1|1993-01-28|1997-07-17|Saar Gummiwerk Gmbh|Elastic ballast bed underlay|
    FR2753998B1|1996-09-30|1998-12-18|Etancheite Les Revetements Et|UNDER-CROSS SOLE FOR BALLAST PROTECTION|
    DE50207081D1|2001-10-01|2006-07-20|Rst Rail Systems And Technolog|Railway sleeper with underside coating|
    FR2935399B1|2008-09-02|2012-10-12|Sateba Systeme Vagneux|VISCOELASTIC SOLE, ASSEMBLY COMPRISING A BLOCK AND AN ABOVE SOLE, AND CORRESPONDING MANUFACTURING METHODS.|DE102013209495B4|2013-05-22|2017-02-16|GKT Gummi- und Kunststofftechnik Fürstenwalde GmbH|Sleeper for a railway sleeper|
    DE102013107691B4|2013-07-18|2017-01-05|Müller Textil GmbH|Spacer knitted fabric and method for producing the spacer knitted fabric|
    AT514668B1|2013-07-26|2015-09-15|Getzner Werkstoffe Holding Gmbh|Rillenfüllkörper|
    DE102014103861B4|2014-03-20|2016-12-22|Müller Textil GmbH|Spacer knit and method for producing a spacer knitted fabric|
    DE102014112326A1|2014-08-27|2016-03-03|GKT Gummi- und Kunststofftechnik Fürstenwalde GmbH|Sill and method for making a Schwellensohle|
    DE102016101011A1|2016-01-21|2017-07-27|Semperit Ag Holding|sleeper|
    DE102018118254A1|2018-07-27|2020-01-30|Müller Textil GmbH|Spacer textile and use of a spacer textile|
    DE102019102203B4|2019-01-29|2021-06-17|Müller Textil GmbH|Spacer textile|
    法律状态:
    2016-12-15| MM01| Lapse because of not paying annual fees|Effective date: 20160415 |
    优先权:
    申请号 | 申请日 | 专利标题
    ATA534/2011A|AT510835B1|2011-04-15|2011-04-15|TRACK THRESHOLD|ATA534/2011A| AT510835B1|2011-04-15|2011-04-15|TRACK THRESHOLD|
    PCT/AT2012/000063| WO2012139142A1|2011-04-15|2012-03-13|Railroad tie|
    PL12714922T| PL2697430T3|2011-04-15|2012-03-13|Railroad tie|
    DK12714922.7T| DK2697430T3|2011-04-15|2012-03-13|Banesvelle|
    EP12714922.7A| EP2697430B1|2011-04-15|2012-03-13|Railroad tie|
    ES12714922.7T| ES2546434T3|2011-04-15|2012-03-13|Railway sleeper|
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