EP1323865A2 - Construction d' équilibrage - Google Patents

Construction d' équilibrage Download PDF

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Publication number
EP1323865A2
EP1323865A2 EP02028634A EP02028634A EP1323865A2 EP 1323865 A2 EP1323865 A2 EP 1323865A2 EP 02028634 A EP02028634 A EP 02028634A EP 02028634 A EP02028634 A EP 02028634A EP 1323865 A2 EP1323865 A2 EP 1323865A2
Authority
EP
European Patent Office
Prior art keywords
bearing
compensating
plate
sliding
elastic body
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
EP02028634A
Other languages
German (de)
English (en)
Other versions
EP1323865A3 (fr
EP1323865B1 (fr
Inventor
Arnulf Stog
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.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from DE10244993A external-priority patent/DE10244993B4/de
Application filed by Individual filed Critical Individual
Publication of EP1323865A2 publication Critical patent/EP1323865A2/fr
Publication of EP1323865A3 publication Critical patent/EP1323865A3/fr
Application granted granted Critical
Publication of EP1323865B1 publication Critical patent/EP1323865B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/04—Bearings; Hinges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00—General structure of permanent way
    • E01B2/003—Arrangement of tracks on bridges or in tunnels
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/04—Bearings; Hinges
    • E01D19/042—Mechanical bearings
    • E01D19/047—Pot bearings
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/04—Bearings; Hinges
    • E01D19/048—Bearings being adjustable once installed; Bearings used in incremental launching
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers

Definitions

  • the invention relates to a compensating construction, according to the Preamble of claim 1.
  • Such a compensating construction is known from DE-OS 198 06 566 known.
  • This solution is characterized by the fact that Bridges of greater length can accommodate the joint movements can.
  • a compensation plate bridges the joint and in particular becomes the critical end tangent angle of the tracks, the significant and dangerous lifting forces at the rail bases generated, reduced many times over.
  • Such bearings can, for example be realized as large-volume elastomer blocks, or by a combination of a sliding washer and a sliding plate, resting on top of each other and performing the desired movements. In view of the available height, it is necessary the height of such camps, for example, less to keep limited than 200 millimeters.
  • An elastomer body that is under load behaves in terms of its volume change like a non-compressible Liquid. It is known that the elastomer body is concave Manufacture side surfaces so that the side surfaces under load are essentially gaunt. With a correspondingly high load this creates a very soft storage with the possibility of horizontal displacement.
  • elastomer bearings to be provided with embedded horizontal plates that to reduce the deformation. Although the tendency to deform of such an elastomer bearing less. On the other hand such a bearing against shear forces and other forces stiffer so that the load on the elastomer material itself gets even higher.
  • the invention is therefore based on the object of a compensating construction for railway construction according to the generic term of claim 1 to create that is particularly durable without to overwrite the available space, however the costs, especially the maintenance costs, are low should be.
  • the compensating construction according to the invention is characterized by the realization of a pivot bearing. It is particularly cheap if the pivot bearing is combined with a plain bearing. On Plain bearings can be used with suitable materials such as UHMW be extremely long-lasting, being ensured by the combination is that the sliding washer is always parallel to the Is guided.
  • a pivot bearing is basically able to tilt compensate.
  • the pivot bearing can be used, for example, as a point tilt slide bearing be trained.
  • Such a bearing has a socket and a joint head that fit together and are well pressure-resistant.
  • the compensation plate does not interfere with the sliding movement, but taken up harmoniously and without delay by the pivot bearing can be.
  • the hood body connects the pivot bearing and slide bearing and rotary movements both in the longitudinal direction of the rail and in Rail cross direction can be intercepted exactly guided.
  • the Combined rotary and sliding bearing according to the invention offers a low-wear and precise guidance, so that a two-axis angle adjustment is possible.
  • a pivot axis of the preferably extends Pivot bearing according to the invention about a horizontal direction, while the other axis of rotation around the other horizontal direction extends.
  • the combination a pivot bearing with a slide bearing the possibility of height adjustability opened.
  • Another Advantage of the combination of the pivot bearing with the Plain bearings lie in the protective effect of the hood body.
  • the Hood body extends almost semicircular and forms a hood so that it is held captive on the pivot bearing is.
  • the coverage angle is preferably 120 ° to 180 ° and in particular about 160 °.
  • the height adjustability of the pivot bearing also allows in Bearing pressure all for the support of the compensation plate to keep the required plain bearing the same. This will wear out the plain bearing evened out, so the maintenance cost decline.
  • the Plain bearing provided an elastic body, the pivot bearing horizontally surmounted.
  • the elastic body is therefore moment-proof and allows to compensate for the response delay of the pivot bearing that the entire construction is much more durable becomes.
  • an additional vertically calculating elastic body is provided be that also absorbs lateral forces elastically.
  • the permanently deflectable pivot bearing and, if applicable, that Plain bearings are included is the one introduced into the elastic body Load significantly, for example by a power of ten, less than when using pure elastomer bearings.
  • the elastic body if necessary, also between the compensating plate and pivot bearing can be provided, it is according to the invention advantageous embodiment provided the elastic body to integrate in the swivel bearing.
  • the overall height required according to the invention is surprising low that the realization of the compensation structure according to the invention also possible with tight dimensions on site is.
  • the height can be 200 mm or even less be.
  • the ball pressure screw is preferred Point tilt slide bearing sunk in the bearing body, and the bearing forces are over the adjusting nut of the ball pressure screw, the Support nut, added.
  • a compensating construction 10 has in the embodiment 1 on a compensation plate 12, which over several bearings, of which a bearing 14 is shown, not on one bridge abutment or superstructure end supported is.
  • the compensation plate 12 is on its underside in the areas which are to be supported, provided with sliding plate 16, that forms part of a plain bearing 18.
  • the slide bearing 18 also has a slide washer 20 made of a Plastic with low friction coefficients like PTFE. Especially It is favorable if the sliding disk 20 is made of ultra high molecular weight There is polyethylene, which is comparable to PTFE Has coefficient of friction, but much more durable is.
  • the sliding disc 20 is received on a hood body 22, which supports a sealing lip 24, which over the slide washer 20th going out on the slide plate 16 is supported.
  • the educated one Interior is in a manner known per se with lubricant provided, it is also possible to have a lubricant supply for to provide permanent lubrication.
  • the hood body 22 is suitable for a ball pressure screw 26 educated.
  • the ball pressure screw 26 and the hood body 22 form the joint head and socket of a pivot bearing 28.
  • Das Rotary bearing 28 is an adjustment of the ball pressure screw 26 height adjustable.
  • a support nut 30 is provided which partially protrudes into a support plate 32 and partially is supported on the surface of the support plate.
  • the support nut 30, like the ball pressure screw 26, has a hexagon area 34 and 36 on, and by adjusting the relative Angular position between ball pressure screw 26 and support nut 30, the height of the pivot bearing 28 is adjustable.
  • the angular positions can each be via fixing screws 38 and Set 40, which are preferably recessed.
  • the invention Bearing 14 is provided with an elastic body 42.
  • the elastic body 42 especially on the underside of the support plate 40 practically over the entire support plate.
  • It is made of elastomer material and is attached to its Edge areas 44 are concave in the unloaded state.
  • the underside is 46 the support plate 32 for this purpose formed over the entire surface, while at 1 in the embodiment according to FIG Extension of the ball pressure screw 26 is provided. It understands that in the embodiment according to FIG. 1 nevertheless an elastic body can be provided, which is then preferred extends in a ring or, if necessary, on several individual elastic bodies is divided.
  • the support plate 30 is together with the elastic body 42 received in a bearing body 48.
  • the bearing body 48 extends essentially in a cup shape, and the combination of the support plate 32, the elastic body 42 and the bearing body 48 forms a bearing bracket 50 for the bearing 14th
  • a vertical, ring-shaped elastic body 52 is provided, that of elastic support of horizontal forces between the support plate 32 and the bearing body 48 is used. Also the Elastic body 52 has concave side surfaces in the unloaded state on.
  • FIG. 3 shows the manner in which the elastic body 42 and 52 deform under special stress situations can.
  • 3 shows the state of both elastic bodies 42 and 52 shown in the unloaded state.
  • the combination from hood body 22 and ball pressure screw 26 from static friction passes into the sliding friction, in addition to the deflection in the area of the camp chair 50 moments that the inventive Can catch elastic body.
  • the moments are both through the elastic body 42 and partially through the elastic body 52 added, and after the rotary bearing 28 has responded a provision in a manner known per se the absorption of moments, but not in terms of deflection.
  • this brief overshoot allows sure to prevent the track warehouse from going through the Inclination is destroyed or at least badly worn.
  • a special load problem with compensation plates for railway bridges it is that the load is suddenly applied and then there is a combined movement, i.e. both a response of the plain bearing as well as the pivot bearing. According to the invention is exactly this stressful situation by the Elastic body taken into account.
  • FIG. 4 A plan view of the bearing body 48 can be seen from FIG. 4.
  • the bearing body 48 is with four bolts 54 on the Superstructure or the abutment attached. In a circular recess rests the supported on the elastic body 42 and 52 Support plate 32.
  • the recess 56 is also shown, in which the support nut 30 of the ball pressure screw 26 partially included is.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Vibration Prevention Devices (AREA)
  • Component Parts Of Construction Machinery (AREA)
  • Turbine Rotor Nozzle Sealing (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Constituent Portions Of Griding Lathes, Driving, Sensing And Control (AREA)
EP02028634A 2001-12-21 2002-12-20 Construction d' équilibrage Expired - Lifetime EP1323865B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE10163422 2001-12-21
DE10163422 2001-12-21
DE10244993 2002-09-26
DE10244993A DE10244993B4 (de) 2001-12-21 2002-09-26 Ausgleichskonstruktion

Publications (3)

Publication Number Publication Date
EP1323865A2 true EP1323865A2 (fr) 2003-07-02
EP1323865A3 EP1323865A3 (fr) 2004-01-14
EP1323865B1 EP1323865B1 (fr) 2006-09-27

Family

ID=26010845

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02028634A Expired - Lifetime EP1323865B1 (fr) 2001-12-21 2002-12-20 Construction d' équilibrage

Country Status (3)

Country Link
EP (1) EP1323865B1 (fr)
AT (1) ATE340896T1 (fr)
DE (1) DE50208246D1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110055826A (zh) * 2019-04-28 2019-07-26 中铁二院工程集团有限责任公司 一种路堑齿轨铁路增强型道床结构及构筑方法

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19806566A1 (de) 1998-02-17 1999-08-19 Pfeifer Ausgleichplatte für Eisenbahnbrücken

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE801730C (de) * 1948-11-27 1951-01-22 Gutehoffnungshuette Oberhausen Drehlager fuer Klappbruecken
DE2461325B1 (de) * 1974-12-24 1976-04-01 Kober Ag Gleitlager fuer Bruecken oder aehnliche Bauwerke
DE2746490C3 (de) * 1977-10-15 1982-05-19 Friedrich Maurer Söhne GmbH & Co KG, 8000 München Überbrückungsvorrichtung für Dehnungsfugen in Brücken o.dgl.
US6324795B1 (en) * 1999-11-24 2001-12-04 Ever-Level Foundation Systems, Inc. Seismic isolation system between floor and foundation comprising a ball and socket joint and elastic or elastomeric element

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19806566A1 (de) 1998-02-17 1999-08-19 Pfeifer Ausgleichplatte für Eisenbahnbrücken

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110055826A (zh) * 2019-04-28 2019-07-26 中铁二院工程集团有限责任公司 一种路堑齿轨铁路增强型道床结构及构筑方法
CN110055826B (zh) * 2019-04-28 2023-09-22 中铁二院工程集团有限责任公司 一种路堑齿轨铁路增强型道床结构的构筑方法

Also Published As

Publication number Publication date
DE50208246D1 (de) 2006-11-09
ATE340896T1 (de) 2006-10-15
EP1323865A3 (fr) 2004-01-14
EP1323865B1 (fr) 2006-09-27

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