EP1693516B1 - Schwingungsabsorberanordnung - Google Patents

Schwingungsabsorberanordnung Download PDF

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Publication number
EP1693516B1
EP1693516B1 EP05003801A EP05003801A EP1693516B1 EP 1693516 B1 EP1693516 B1 EP 1693516B1 EP 05003801 A EP05003801 A EP 05003801A EP 05003801 A EP05003801 A EP 05003801A EP 1693516 B1 EP1693516 B1 EP 1693516B1
Authority
EP
European Patent Office
Prior art keywords
rail
oscillation absorber
vibration absorber
area
fitted
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.)
Active
Application number
EP05003801A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP1693516A1 (de
Inventor
Gunther Veit
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.)
Schrey & Veit GmbH
Original Assignee
Schrey & Veit GmbH
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 to DE502005001885T priority Critical patent/DE502005001885D1/de
Priority to EP05003801A priority patent/EP1693516B1/de
Priority to DK05003801T priority patent/DK1693516T3/da
Priority to ES05003801T priority patent/ES2297548T3/es
Priority to PT05003801T priority patent/PT1693516E/pt
Priority to AT05003801T priority patent/ATE377671T1/de
Application filed by Schrey & Veit GmbH filed Critical Schrey & Veit GmbH
Priority to PCT/EP2005/014149 priority patent/WO2006089585A1/de
Priority to AU2005328279A priority patent/AU2005328279B2/en
Priority to KR1020077021799A priority patent/KR101250595B1/ko
Publication of EP1693516A1 publication Critical patent/EP1693516A1/de
Application granted granted Critical
Publication of EP1693516B1 publication Critical patent/EP1693516B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E01B19/003—Means for reducing the development or propagation of noise

Definitions

  • the present invention relates to a vibration absorber arrangement for attaching at least one vibration absorber to a rail according to the preamble of claim 1, as shown in DE 299 09 351 U1 known.
  • a Schwingungsaborberan extract, whereby a first vibration absorber on a rail foot and a second vibration absorber is attached to a rail web, is from the German utility model DE 297 14 904 U1 known.
  • the DE 31 13 268 C2 discloses a suitable vibration absorber for structure-borne sound damping with a waveguide in the form of a tapered in the shaft direction horn portion which is non-positively connected at least with the wider end with a body to be damped and which has a damping material at least in the region of the narrower end.
  • the waveguide has a sequence of layers of flexible spring elements and solid mass elements alternating in the direction of shaft travel, wherein the spring constants of the spring elements and the masses of the mass elements steadily decrease from the wider end of the waveguide.
  • Fig. 4 shows a schematic side view parallel to the rail on the from the German utility model DE 297 14 904 U1 known vibration absorber arrangement.
  • the system is used to absorb vibrations, especially on iron or tram rails.
  • a vibration absorber 1 is frictionally attached to dampen the vertical vibrations under the rail 7. It hangs from a solid metal plate 8 'to which the individual spring mass systems, which are in the form of a wave guide tapered waveguide, are mounted.
  • the metal plate 8 ' is connected by support bracket 3' with the rail 7.
  • Another vibration absorber 2 ' is for damping the horizontal vibrations in the rail head 5 and web 6 against the rail web 6 with clamping or spring elements 4' clamped.
  • the base plate 9 ' which consists of a solid metal plate as in the case of the first vibration absorber 1, causes a very good vibration-related coupling to the rail by this type of mounting, i. the vibrations to be absorbed are introduced by the very rigid compound directly into the absorber system. Bumps on the rail have no effect on the effectiveness of the absorber due to the solid construction of the absorber base plates.
  • This known vibration absorber arrangement has the disadvantage that it requires a certain assembly effort and that large transverse forces are exerted on the fastening screws, which connect the clamping bracket 4 'with the base plate 9'.
  • Fig. 5 shows a schematic side view parallel to the rail on the from the German utility model DE 299 09 351 U1 known vibration absorber arrangement.
  • the vibration absorber arrangement shown in Figure 5 has a ribbed plate 8 which is arranged below the rail foot 7, that their two ribs 10 are arranged substantially parallel to each other on both sides of the rail. Below the ribbed plate 8, a vibration absorber 1 is arranged transversely to the rail. On the two ribs 10 respective support bracket 3 are mounted by means of anchored in the ribs 10 bolts 12 and corresponding nuts 11.
  • the right support bracket 3 shown in FIG. 5 is supported directly on the rail foot 7.
  • the left support bracket 3 shown in Figure 5 is supported on a first end of a clamping bracket 4, which presses at its second ends another vibration absorber 2 against the rail web 6.
  • the first end of the clamp 4 is supported on the underlying rail.
  • the vibration absorber 2 is mounted on a base plate 9, for example screwed, and the clamping bracket 4 presses against this base plate.
  • Fig. 6 shows a schematic side view perpendicular to the rail on the from the German utility model DE 299 09 351 U1 known vibration absorber arrangement.
  • the clamping bracket 4 is bent and spread in a Y-shape, wherein the two spread-open ends press against the outer ends of the base plate 9 and the vibration absorber 2 is arranged between these spread-open ends of the clamping bracket 4.
  • This known vibration absorber arrangement has the disadvantage that the clamping bracket 4 can slip or break after prolonged loading.
  • the present invention is therefore an object of the invention to provide an improved vibration absorber arrangement which is easy to attach and detach and which has a higher stability during operation.
  • the first clamping device is an angle plate with the first and the angled second region and the first vibration absorber can be attached to the second region.
  • the base plate of the vibration absorber can be saved and achieve a compact and more stable design
  • the vibration absorber provides a very effective damping, since it is separated from the rail web only by the second region of the clamping device.
  • the flat design of the clamping device increases the stability and prevents slipping upwards.
  • the vibration absorber arrangement according to the invention with the features of claim 1 is very easy to attach or detach.
  • it only requires loosening the support bracket fixing screw and pinching the clamp strap under the support bracket.
  • the inventive Vibration absorber arrangement is cheaper to manufacture by the use of the ribbed plates, which are usually used for mounting rails on wooden sleepers anyway.
  • the first vibration absorber can be screwed into the second region from the side facing away from the rail web.
  • the ribs bound with their outer side the ribbed plate U-shaped, wherein they rest with their inside on the rail foot.
  • the first and second support profile have an L-shape, wherein an L-leg is flush with the outer side of the ribs and the other L-leg can be pressed onto the first region.
  • a second vibration absorber can be attached to the underside of the ribbed plate.
  • the second vibration absorber has a smaller width than the ribbed plate.
  • a second clamping device which can be clamped at a first end between the other of the two support profiles and the rail and which can be arranged such that it presses against the rail web at a second end, and that a third vibration absorber on the Side facing away from the rail web side of the second clamping device can be attached.
  • the first region and the first support profile have an engagement device, which counteracts slippage of the first clamping device at least in the direction of the rail head. This additionally increases the stability.
  • the engagement device has a bolt in the first support profile and a hole in the first region, which can be brought into engagement with each other.
  • the one rib has a recess into which a bolt head of a bolt can be inserted, by means of which the first support profile on the one of the two ribs can be attached.
  • Fig. 1 shows a schematic side view parallel to the rail on an embodiment of the vibration absorber arrangement according to the invention.
  • reference numeral 5 denotes a rail head, 6 a rail land and 7 a rail foot.
  • a vibration absorber 1 is frictionally attached to dampen the vertical vibrations under the rail 7. It is screwed to a ribbed plate 8a by means of fastening screws 21a from the bottom. The width of the vibration absorber 1 is dimensioned so that it does not protrude laterally beyond the ribs 10 a of the ribbed plate 8.
  • the ribbed plate 8 a has a U-shaped cross-section which is bounded by ribs 10 a, which surround the rail foot 7 adjacent. By means of two L-shaped support profiles 3a, the ribbed plate 8a is mounted on the rail foot.
  • the L-shaped support profiles 3a are fastened to the ribbed plate 8a by means of a nut 11 and a threaded bolt 12. Between the nut 11 and the respective L-shaped support profile is a spring washer thirteenth
  • a respective clamping device 4a Clamped between the rail foot 7 and the respective L-shaped support profile 3a are a respective clamping device 4a in the form of an angle plate.
  • the respective angle plate 4a has a first flat trapezoidal region 41 and a second planar rectangular region 42, wherein the first region 41 is pressed against the rail foot 7 and the second region 42 is pressed against the rail web 6.
  • vibration absorber 2 On the respective second region 42 are screwed from the outside are vibration absorber 2, wherein the fastening screws 20 terminate in screw holes 20a of the area 42.
  • the L-shaped support profiles 3a extend outwardly flush with the ribs 10a of the ribbed plate 8. This allows an advantageous reduction of shear stresses, which occur in the construction of Fig. 5, where the support profile 3 is formed U-shaped and also on the Outside of the ribs 10 on the local rib plate 8 is supported.
  • the angle plate On a hole 16, into which a bolt 15 is guided, which is provided in the L-shaped support profile 3a.
  • the direct attachment of the vibration absorber 2 by means of the bolts 20 on the angle plate 4a allows a compact attachment and a more effective vibration damping compared to the known case of FIG. 6, where the clamping device 4 had the shape of a Y-shaped bracket, where the Y-ends were bolted to the base plate of a vibration absorber.
  • the vibration absorber 2 are almost at its entire length on the rail web 6 and thus provide optimum damping.
  • Fig. 2 shows a schematic side view perpendicular to the rail on the embodiment of the vibration absorber arrangement according to the invention.
  • the rib 10a of the rib plate 8a has a recess 19a into which a bolt head 19 of the bolt 12 is inserted, whereby the support profile 3a can be easily attached to the rib plate 8a.
  • FIG. 3 shows a schematic top view of the embodiment of the vibration absorber arrangement according to the invention according to FIGS. 1 and 2 in comparison with two known vibration absorber arrangements.
  • the known vibration absorber arrangement according to FIG. 4 in the attached state is schematically represented by reference symbol A.
  • 21 and 22 attachment points attachment points 21 and 22 attachment points.
  • two clamping springs 4 ' were necessary, which were attached to the points 21 and 22, and a screw on the opposite side corresponding to the attachment point 23.
  • the known Schwingungsabsorberan Aunt required according to Figure 4 in the rail direction a lot of space, since the base plate. 8 'had to have such a length that the two attachment points 21 and 22 were on it.
  • the N-designated vibration absorber arrangement according to the above-described DE 299 09 351 U1 be arranged in the horizontal format with respect to the rail. This is because the clamp 4 is spread open and therefore only one attachment point 31 is necessary for anchoring the clamp 4.
  • the further attachment point 32 corresponds to the known attachment point 23.
  • even small-width rail trays can be used for mounting the vibration absorbers.
  • the vibration absorber arrangement denoted by N ' can be arranged in a horizontal format with respect to the rail and is much narrower and more compact. This is because even for the clamping plate 4a only one attachment point 31 for anchoring the clamping profile 3a is necessary and the clamping profile 3a and the ribbed plate 8a are smaller than the clamping bracket. 4
  • the present invention provides a substantial simplification in the mounting and housing of rail vibration absorber assemblies.
  • clamping bracket, support bracket or the vibration absorber may have a different geometry.
  • the vibration absorber 2 easily protrudes at its ends beyond the lateral ends of the second portion 42 of the angle plate 4a, it is of course also possible for the vibration absorber 2 to completely rest on this portion.
  • first portion 41 of the angle plate 4a may assume not only the trapezoidal shape shown, but also a rounded or other polygonal shape.
  • the engagement means in the above example has a bolt in the first support section and a hole in the first area which are engageable with each other, the invention is not limited thereto.
  • Conceivable are any elevations and depressions on clamping or support profile, which can inter-engage to achieve the desired stabilization.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Vibration Prevention Devices (AREA)
  • Supports For Pipes And Cables (AREA)
  • Undergarments, Swaddling Clothes, Handkerchiefs Or Underwear Materials (AREA)
  • Auxiliary Devices For And Details Of Packaging Control (AREA)
  • Diaphragms For Electromechanical Transducers (AREA)
EP05003801A 2005-02-22 2005-02-22 Schwingungsabsorberanordnung Active EP1693516B1 (de)

Priority Applications (9)

Application Number Priority Date Filing Date Title
DK05003801T DK1693516T3 (da) 2005-02-22 2005-02-22 Svingningsabsorberanordning
ES05003801T ES2297548T3 (es) 2005-02-22 2005-02-22 Dispositivo absorbedor de vibraciones.
PT05003801T PT1693516E (pt) 2005-02-22 2005-02-22 Dispositivo absorvedor de vibrações
AT05003801T ATE377671T1 (de) 2005-02-22 2005-02-22 Schwingungsabsorberanordnung
DE502005001885T DE502005001885D1 (de) 2005-02-22 2005-02-22 Schwingungsabsorberanordnung
EP05003801A EP1693516B1 (de) 2005-02-22 2005-02-22 Schwingungsabsorberanordnung
PCT/EP2005/014149 WO2006089585A1 (de) 2005-02-22 2005-12-30 Schwingungsabsorberanordnung
AU2005328279A AU2005328279B2 (en) 2005-02-22 2005-12-30 Oscillation absorber system
KR1020077021799A KR101250595B1 (ko) 2005-02-22 2005-12-30 흡진기 시스템

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP05003801A EP1693516B1 (de) 2005-02-22 2005-02-22 Schwingungsabsorberanordnung

Publications (2)

Publication Number Publication Date
EP1693516A1 EP1693516A1 (de) 2006-08-23
EP1693516B1 true EP1693516B1 (de) 2007-11-07

Family

ID=34933878

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05003801A Active EP1693516B1 (de) 2005-02-22 2005-02-22 Schwingungsabsorberanordnung

Country Status (9)

Country Link
EP (1) EP1693516B1 (es)
KR (1) KR101250595B1 (es)
AT (1) ATE377671T1 (es)
AU (1) AU2005328279B2 (es)
DE (1) DE502005001885D1 (es)
DK (1) DK1693516T3 (es)
ES (1) ES2297548T3 (es)
PT (1) PT1693516E (es)
WO (1) WO2006089585A1 (es)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102009029074A1 (de) 2009-09-01 2011-03-03 Veit, Günther, Dipl.-Ing. (FH) Schwingungsabsorberanordnung

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014086426A1 (de) 2012-12-06 2014-06-12 Günther Veit Schwingungsabsorberanordnung
US20230049253A1 (en) * 2020-04-28 2023-02-16 Talent Power Limited Rail Damper Mounting Apparatus and Rail Damper Systems Containing the Same

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3113268C2 (de) 1981-04-02 1983-12-22 Messerschmitt-Bölkow-Blohm GmbH, 8000 München Schwingungsabsorber
DE29714904U1 (de) 1997-08-21 1998-01-08 Schrey & Veit GmbH, 71067 Sindelfingen Schwingungsabsorber an Schienen, insbesondere an Eisenbahnschienen
KR200206368Y1 (ko) 1998-09-25 2000-12-01 홍순명 진동 소음 방지장치
DE29909351U1 (de) 1999-05-28 1999-08-26 Schrey & Veit GmbH, 55576 Sprendlingen Schwingungsabsorberanordnung

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102009029074A1 (de) 2009-09-01 2011-03-03 Veit, Günther, Dipl.-Ing. (FH) Schwingungsabsorberanordnung
EP2298992A2 (de) 2009-09-01 2011-03-23 Günther Veit Schwingungsabsorberanordnung

Also Published As

Publication number Publication date
DK1693516T3 (da) 2008-03-10
PT1693516E (pt) 2007-12-21
AU2005328279B2 (en) 2009-09-24
KR101250595B1 (ko) 2013-04-03
KR20070113250A (ko) 2007-11-28
ATE377671T1 (de) 2007-11-15
WO2006089585A1 (de) 2006-08-31
DE502005001885D1 (de) 2007-12-20
EP1693516A1 (de) 2006-08-23
ES2297548T3 (es) 2008-05-01
AU2005328279A1 (en) 2006-08-31

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