EP1631721A2 - Bearing and fixing device for a rail section and assembly of a switch or the like - Google Patents
Bearing and fixing device for a rail section and assembly of a switch or the likeInfo
- Publication number
- EP1631721A2 EP1631721A2 EP04739388A EP04739388A EP1631721A2 EP 1631721 A2 EP1631721 A2 EP 1631721A2 EP 04739388 A EP04739388 A EP 04739388A EP 04739388 A EP04739388 A EP 04739388A EP 1631721 A2 EP1631721 A2 EP 1631721A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail section
- rail
- base
- section
- head
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/62—Rail fastenings incorporating resilient supports
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B21/00—Track superstructure adapted for tramways in paved streets
- E01B21/04—Special fastenings, joint constructions, or tie-rods
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B7/00—Switches; Crossings
- E01B7/22—Special sleepers for switches or crossings; Fastening means therefor
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B7/00—Switches; Crossings
Definitions
- the invention relates to a mounting for a rail section, in particular in a crossing or switch area, comprising a support element connected to a base on which the rail section is fastened, and a first and a second elastic intermediate layer with preferably different stiffnesses, the Intermediate layers can be pretensioned by means of at least one connecting element such as threaded bolts.
- the invention also relates to a fastening for a rail section with a rail head and a support supporting the rail section, to which the rail section is connected via a fastening means.
- the invention relates to a switch or crossing to be covered, in particular to a switch or crossing running in a street bed and its assembly.
- a bearing for an upper component such as a Vignole rail is known, which is supported by a spring system composed of two elastic elements, the overall characteristic curve of which has a kinked curve in such a way that the characteristic curve rises steeply when the force is applied to the spring system and runs flat in the work area.
- the elastic elements are prestressed outside the rail in the area of ribbed plates to the required extent.
- Further known elastic bearings of rail sections, in which the characteristics of the spring systems run essentially linearly, are known from DE-A-30 33 607, FR-A-0 229 409 or DE-A-34 03 235.
- the present invention is based on the problem of developing a mounting for a rail section of the type mentioned at the outset in such a way that it can also be covered.
- the possibility of simple maintenance and problem-free replacement of rail sections is to be made possible without the cover having to be removed.
- the rail section is a grooved profile
- the base element has at least one recess on the base side, which is delimited on the rail section side by a (first) contact surface for the first intermediate layer, that outer surface of the base element extending on the rail portion side (Second) contact surface for the second intermediate layer and that the first and the second intermediate layer are penetrated by an opening extending from the recess of the support element and penetrating the head of the rail section, in which the connecting element runs, which is located both on the first intermediate layer and in or supported on the head of the rail section.
- a rigid or essentially rigid intermediate plate can be arranged between the second intermediate layer and the underside of the rail section.
- the connecting element can also be supported on a plate-shaped element running along the outside along the first intermediate layer.
- a related construction would also be understood to mean supporting the connecting element on the first intermediate layer.
- the second intermediate layer running on the rail section side is stiffer than the first intermediate layer running on the base side.
- the fastening element which is preferably designed as a threaded bolt
- a sleeve which penetrates both the first and the second elastic intermediate layer and the support element and, when the fastening element is tightened, is on the one hand on the underside of the rail profile section or the intermediate plate and on the other hand on a nut or an equivalent element of the fastening element such as a threaded bolt, between which and the first contact surface a section of the first intermediate layer extends.
- the sleeve penetrates the base element with play.
- the teaching according to the invention tensions the intermediate layers which are equivalent to elastic springs and are tensioned in such a way that, depending on the load on the bearing, the intermediate layers are preloaded to the desired extent or partially relieved.
- the sleeve initially runs spaced apart both from the rail section or the intermediate plate and also from the nut or the element of the fastening element having the same effect, i. H. is slidable along the fastening element.
- the intermediate layers are not loaded in this state.
- the fastening element is tightened, the softer intermediate layer is first deformed over a greater distance than the anticipated later depression compared to the first contact surface of the support element, which runs on the underlying side.
- the final state of the tensioning to the first contact surface takes place in the equilibrium of the intermediate layers.
- the sleeve abuts the nut or the intermediate plate / underside of the rail section. If the rail section is loaded, the harder second intermediate layer running on the rail section side is recessed and the first intermediate layer is thus relieved. The reverse process occurs when the rail section is relieved.
- the base element itself has, in particular, a cuboid base section which provides the first and second contact surfaces for the first and second elastic intermediate layers.
- the base section is then supported on the base via foot-like sections and in particular welded to it.
- foot-like sections and in particular welded to it.
- the groove profile is a special profile such that it is embodied without a foot or a chamber, that is to say it is essentially a cuboid with a groove running along its top.
- a groove running along its top There are consequently no structural cavities on the side, so that lateral fenders can be arranged directly along side surfaces of the rail section. This largely prevents dirt from entering between the groove profile and the mudguard.
- insulation can be introduced in the space between the mudguard and the side surface of the groove profile, which leads to noise and dirt protection.
- the insulation can be an elastic side seal.
- a fastening for a rail section with a rail head and a support supporting the rail section, with which the rail section is connected via a fastening means is characterized in that the fastening means penetrates the rail section starting from its head. A space-saving fastening of the rail section is thus possible without additional space being required on the side.
- the fastening means is in particular a threaded bolt that ends at one end in a recess in the rail section head.
- the bolt itself has a head which runs within the recess and can be supported at one step thereof.
- a switch or crossing area with covered, arranged on a base and connected to this rail sections, along the side surfaces of which there are mudguards that are connected to the base, is characterized in that the rail sections are supported by elastic intermediate layers on support points, which in turn are connected to the base that the elastic intermediate layers each run exclusively or essentially exclusively within the vertical projection of the head of the supported rail section and that the mudguards are arranged directly along the side surfaces of the rail section without and / or footless. If necessary, insulation can be introduced in the space between the mudguard and the side surface.
- the support points are preferably screwed to the rail sections and / or the support points are welded to the base.
- Each base has two elastic intermediate layers, which form a coupled spring system.
- a method for assembling a covered switch or crossing comprises the method steps:
- the protective plates are placed on or aligned with the support points, that support straps are placed on the protective plates, these are then connected to the base plates, and finally the support straps are connected to the protective plates.
- the protective plates are connected to the support straps in particular by hole welding.
- the support points and / or the support straps should also be welded to the base plates.
- the rail sections can be connected to the support points by means of threaded bolts passing through the rail section head, a chamberless and footless construction profile, in particular a, being used as the rail section Such that there are no constructive cavities on the side.
- the construction profile is a special groove or flat groove profile.
- FIG. 2 is a front view of an elastic base of a grooved rail in side view, partially broken away,
- FIG. 3 shows the base according to FIG. 2 in a front view, but without a grooved rail
- Fig. 4 shows a section of the base of FIG. 2 with an associated fender
- Fig. 5 is a schematic diagram for explaining a mounting option of a fender with a document.
- an existing plate 22 is composed of plates 12, 14, 16, 18, 20, which is positioned on a correspondingly prepared surface in the street bed.
- the plates 12, 14, 16, 18, 20 are aligned with one another in accordance with the geometry of the intersection and then welded.
- holes are provided in the edge area, some of which are provided with the reference numerals 24, 26, 28 by way of example.
- rail sections 10 are designed in accordance with the track and connected to one another. Then the rail sections 10 are connected to elastic support points, which in turn are arranged on the base plates 12, 14, 16, 18, 20 and connected to them as welded. Corresponding reference points are identified purely by way of example with the reference numerals 30, 32, 34.
- the supports 30, 32, 34 will be explained in more detail with reference to FIGS. 2 to 4.
- a corresponding support is identified in these with the reference symbol 40.
- the support 40 consists of a plate-shaped or parallelepiped-shaped base section 42 extending parallel to the base 22, which is supported on the base 22 by feet 44, 46, 48 extending from the corner regions thereof and is welded to the base 22 in particular.
- a fastening element or nut 52, 54 extends between the projecting sections 50, designated as feet 44, 46, 48, namely between the feet 44, 48 extending from the narrow sides of the base section 42, in order to tighten the nut in the manner described below Rail section 10 not only to attach, but also to store elastic. The following measures are provided for this.
- a cutout 58 for receiving a first elastic intermediate layer 60 is worked out in the underside 56 of the base section 42 and thus runs between the nut 52 and the first contact surface 62 provided by the cutout 58.
- the intermediate space 50 or a section thereof can simultaneously serve as an anti-rotation device for the nut 52, 54.
- a second elastic intermediate layer 66 runs along the surface 64 of the base section 42, which, however, should be harder than the first elastic intermediate layer 60.
- Each intermediate layer 60, 66 thus forms a spring and the intermediate layers 60, 66 together form a spring system.
- An intermediate plate 70 on which the rail section is supported with its underside 72, runs along the free outer surface, that is to say surface 68 of the second intermediate layer 66 on the rail section side.
- the intermediate plate 70 can extend partially recessed on the underside of the rail in order to form an air gap 73 which, in the event of subsequent repair welds in the area of the underside 72 of the rail section 10, leads to a reduction in the heat transfer in order to avoid negative effects on the intermediate layer 66.
- a continuous recess extends through the first elastic intermediate layer 60, the base section 42, the second elastic intermediate layer 66, the intermediate plate 70 and the rail section 10 up to the top side 74 of the head.
- the corresponding recess or opening is provided with the reference symbol 76.
- the opening 76 is composed of several sections 75, 77, 79 of different cross-sections, which are penetrated by a threaded bolt 78 with a head 80.
- the threaded bolt 78 has the nut 52 on the underside, as shown in FIGS. 2 and 5. The construction described in the right side of FIG. 2 is accordingly provided on the left side.
- the resiliently acting elastic intermediate layers 60, 66 are designed in such a way and the rail section 10 is connected to the support point 40 in such a way that desired elastic springings result when the rail section 10 is loaded.
- the intermediate layers 60, 66 are prestressed to the required extent.
- the threaded bolt or its shaft 82 is surrounded between the nut 52 and the intermediate plate 70 by a sleeve 84 which passes through the base section 42 with play.
- the sleeve 84 consequently runs in the section 75 of the opening 76.
- the threaded bolt 78 is tightened, the sleeve 84 is firmly clamped between the nut 54 and the intermediate plate 70.
- both the first and the second elastic intermediate layer 60, 66 are prestressed. If the rail section 10 is loaded by driving through a vehicle, the second elastic intermediate layer 66 is compressed, which relieves the first intermediate layer 60. When the load is released, the process is reversed.
- the head 80 In order to tighten the threaded bolt 78, its head 80 lies against a step 81 of the section 79 of the opening 82 on the rail head side. Furthermore, the head 80 should be dimensioned in such a way that its outer surface is flush with the surface 74 of the rail section 10 or set back to it.
- the spring system formed from the intermediate layers 60, 66 runs within a vertical projection of the rail section 10, ie its head, since the rail section 10 consists of a special groove profile which has a cuboid geometry without lateral structural cavities.
- the rail section 10 is designed without a foot and without a chamber.
- the threaded bolt 78 passes through the rail section 10 starting from its surface 74 and is connected to the base via the nut 52.
- no space is required laterally next to the rail section 10 in order to secure the former.
- protective plates such as plaster protection plates 86 running in the covering directly next to the rail section 10, that is to say its longitudinal side surfaces 89, 91, as can be seen in principle in FIG. 4.
- the protective plates 86 extend from the documents 22 to approximately the top surface or top side 74 of the rail section 10 and are placed on corresponding outer surfaces 92, 94 of the support point 40 during assembly. Then, on the outside of the protective plate 86 or protective plates 88, 90, 92, 94 according to FIG. 1, support tabs 96, 98, 100 are applied and with the base 22, i. H. the plates 12, 14, 16, 18, 20 welded. The support straps 96, 98, 100 are then connected to the protective plates 86, 88, 90, 92, 94, in particular by means of hole welding.
- An intermediate space between the protective plates 86, 88, 90, 92, 94 and the support points 40, 30, 32 can be filled with an insulating material 102, as can be seen in principle in FIG. 4.
- FIG. 5 An alternative type of connection between a protective plate 104 and the base 22 is shown in FIG. 5.
- Support straps 106 such as gusset plates, can be welded to both the base 22 and the protective plates 104.
- the plaster protection plates 86, 88, 90, 92, 94 run directly along the side surfaces 89, 91 of the rail sections 10, the support points 30, 32, 34, 40 with the rail sections 10 are virtually arranged in a trough, which provides additional protection given is. It should also be noted that the elasticity is adjusted between the elasticity in the crossing and that of the adjoining rails.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
- Bearings For Parts Moving Linearly (AREA)
- Connection Of Plates (AREA)
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10324528 | 2003-05-28 | ||
DE10331135.1A DE10331135B4 (en) | 2003-05-28 | 2003-07-09 | Storage and mounting for a rail section and installation of a switch or the like |
PCT/EP2004/005710 WO2004106634A2 (en) | 2003-05-28 | 2004-05-27 | Bearing and fixing device for a rail section and assembly of a switch or the like |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1631721A2 true EP1631721A2 (en) | 2006-03-08 |
Family
ID=33491650
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP04739388A Withdrawn EP1631721A2 (en) | 2003-05-28 | 2004-05-27 | Bearing and fixing device for a rail section and assembly of a switch or the like |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1631721A2 (en) |
WO (1) | WO2004106634A2 (en) |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3351283A (en) * | 1965-05-18 | 1967-11-07 | Clouth Rhein Gummiwarenfabrik | Sound-absorbent railway track |
DE3033607C2 (en) | 1980-09-06 | 1986-10-30 | Phoenix Ag, 2100 Hamburg | Sound-absorbing rail pad |
DE3403235A1 (en) | 1984-01-31 | 1985-08-01 | Phoenix Ag, 2100 Hamburg | Elastic bearing for rails |
DE4232990C1 (en) | 1992-10-01 | 1994-02-10 | Butzbacher Weichenbau Gmbh | Storage for a top component |
DE4406105B4 (en) * | 1994-02-25 | 2006-03-09 | Bwg Gmbh & Co. Kg | Mounting arrangement for a rail |
WO1996023106A1 (en) * | 1995-01-26 | 1996-08-01 | Mecno S.R.L. | Rail element, in particular for subway, tramway and railway tracks |
DE19628529A1 (en) * | 1996-07-02 | 1998-01-08 | Etw Weichenbau Zossen Gmbh I K | Low vibration track for urban railway |
IT245130Y1 (en) * | 1998-06-26 | 2002-03-19 | Fama Srl | RAIL CONSTRAINTS ELEMENT IN PARTICULAR FOR RAILWAY AND RAILWAY RAILWAYS. |
-
2004
- 2004-05-27 EP EP04739388A patent/EP1631721A2/en not_active Withdrawn
- 2004-05-27 WO PCT/EP2004/005710 patent/WO2004106634A2/en not_active Application Discontinuation
Non-Patent Citations (1)
Title |
---|
See references of WO2004106634A2 * |
Also Published As
Publication number | Publication date |
---|---|
WO2004106634B1 (en) | 2005-05-12 |
WO2004106634A3 (en) | 2005-04-14 |
WO2004106634A2 (en) | 2004-12-09 |
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Legal Events
Date | Code | Title | Description |
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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 |
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17P | Request for examination filed |
Effective date: 20051001 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PL PT RO SE SI SK TR |
|
AX | Request for extension of the european patent |
Extension state: LT LV |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: VAE GMBH Owner name: BWG GMBH & CO. KG |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: DIETZE, HANS-ULRICH Inventor name: HEINZE, FRIDBERT |
|
RAX | Requested extension states of the european patent have changed |
Extension state: LV Payment date: 20051001 Extension state: LT Payment date: 20051001 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION HAS BEEN WITHDRAWN |
|
18W | Application withdrawn |
Effective date: 20060901 |