DE805281C - Elastic intermediate layer in the railway superstructure - Google Patents
Elastic intermediate layer in the railway superstructureInfo
- Publication number
- DE805281C DE805281C DED159A DED0000159A DE805281C DE 805281 C DE805281 C DE 805281C DE D159 A DED159 A DE D159A DE D0000159 A DED0000159 A DE D0000159A DE 805281 C DE805281 C DE 805281C
- Authority
- DE
- Germany
- Prior art keywords
- intermediate layer
- threshold
- base plate
- elastic intermediate
- elastic
- 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.)
- Expired
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
- E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
-
- 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
- E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
- E01B9/685—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape
- E01B9/686—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape with textured surface
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Railway Tracks (AREA)
Description
Beim Eisenbahnoberbau wird es bei vielen Schienenbefestigungskonstruktionen für notwendig erachtet, zwischen Schiene und Schwelle eine elastische Zwischenlage einzuschalten. Die Zwischenlage hat den Zweck, den Schienendruck gleichmäßig zu verteilen, Stöße zu dämpfen und das Wandern der Schienen zu erschweren. Die Deutsche Bundesbahn verwendet mit Erfolg 5 mm starke Blättchen aus Pappel- und Buchenholz (s. Abb. i). Neuerdings werden auch Zwischenlagen aus Gummi gefertigt. Sie haben den Vorteil, daß sich die elastischen Eigenschaften beliebig festlegen lassen. Abb. 2 zeigt eine solche Gummiplatte. Da Gummi inkompressibel ist, haben die Rippen den Zweck, Ausweichmöglichkeiten beim Druck zu schaffen und damit die Elastizität zu erzielen. Diese gerippten Gummiplatten werden gegenwärtig auf völlig ebene Flächen gelegt, Das sog.Wandern der Schienen, das imkomplizierten Kräftespiel beim Befahren des Gleises seine Ursache hat, bringt häufig eine starke Verschiebung und manchmal sogar eine Zerstörung der elastischen Zwischenlagen mit sich. Lagekorrektur und Auswechslung der elastischen Zwischenlagen sind stets kostspielig.When it comes to the railway superstructure, it is the case with many rail fastening structures deemed necessary, an elastic intermediate layer between the rail and the sleeper to turn on. The purpose of the intermediate layer is to apply the rail pressure evenly distribute them, dampen shocks and make walking the rails more difficult. The German Bundesbahn successfully uses 5 mm thick poplar and beech leaves (see Fig. i). Lately rubber pads have also been made. They have the advantage that the elastic properties can be set as desired. Fig. 2 shows such a rubber sheet. Since rubber is incompressible, the ribs have the Purpose to create alternative options for pressure and thus to increase the elasticity achieve. These ribbed rubber sheets are currently used on completely flat surfaces laid, the so-called wandering of the rails, the complicated play of forces when driving of the track has its cause, often brings a strong shift and sometimes even a destruction of the elastic intermediate layers with it. Position correction and Replacing the elastic intermediate layers are always expensive.
Die Holzzwischenlagen sind eben und müssen dies aus fertigungstechnischen Gründen sein. Ihre Reibung beim Aufliegen wird häufig durch Klebewirkung erhöht. Dies ist vorteilhaft, genau so wie der Umstand, daß beim Pappelholzplättchen die überstehenden Enden sich durch Rückgang der künstlichen Verpressung allmählich wieder verstärken und das Verschieben auf diese Weise verhindern.The wooden interlayers are flat and have to do this for manufacturing reasons Reasons. Their friction when lying on is often increased by the adhesive effect. This is advantageous, as is the fact that in the poplar wood the protruding ends gradually come back through the reduction of the artificial compression reinforce it and prevent it from shifting in this way.
Gummi als Werkstoff für die Zwischenlagen hat den Vorteil der leichten Formgebung. Der Vorteil muß ausgenützt werden. Es ist das Wesen der Erfindung, die Gummiplatte von vornherein so zu formen, daß sie unverschieblich auf der Schwelle bzw. auf der auf der Schwelle montierten stählernen Unterlagsplatte liegenbleibt. Es kann dies geschehen durch Anbringen besonderer Wulste an den Enden (Abb. 3) oder durch Anbringen besonderer Unebenheiten auf der der Schwelle zugekehrten Fläche. Solche Unebenheiten sind z. B. Rillen, Wellen oder mehrere einzelne Buckel (Abb. 4).Rubber as the material for the intermediate layers has the advantage of being light Shaping. The advantage must be used. It is the essence of the invention that Form the rubber sheet from the start so that it cannot be moved on the threshold or remains on the steel base plate mounted on the sleeper. This can be done by attaching special beads to the ends (Fig. 3) or by applying special bumps on the surface facing the threshold. Such bumps are z. B. grooves, waves or several individual humps (Fig. 4).
Die unebene Flächengestaltung der Zwischenlage verlangt nun, daß auf der Schwellenauflagerfläche dieselbe Formgebung, nur mit anderem Vorzeichen, vorhanden ist, eine Forderung die ohne weiteres erfüllbar ist.The uneven surface design of the intermediate layer now requires that on the sleeper support surface has the same shape, but with a different sign is a requirement that can be met without further ado.
Die besondere Flächenformgebung der Zwischenlage läßt sich sowohl beim Gebrauch stählerner Unterlagsplatten anwenden, da diese beim Walzen die entsprechende Gestalt erhalten können, als auch beim Gebrauch von Stahlbetonschwellen, wenn die Schiene direkt auf den Betonkörper zu liegen kommt, da hier eine beliebige Formgebung der Betonauflagerfläche keinerlei Schwierigkeiten bereitet.The special surface shape of the intermediate layer can be both apply when using steel production boards, as these have the appropriate Can get shape, as well as the use of reinforced concrete sleepers, if the The rail comes to rest directly on the concrete body, since it can be shaped as desired the concrete bearing surface does not cause any difficulties.
Unabhängig von dieser Formgebung müßten Gummi zwischenlagen Einkerbungen erhalten, um ihre elastische Aufgabe zu leisten. An Stelle von Gummi kann auch ein physikalisch ähnlich wirkender Stoff treten.Regardless of this shape, rubber should have intermediate notches received in order to perform their elastic task. Instead of rubber, a physically similar acting substance step.
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DED159A DE805281C (en) | 1949-10-28 | 1949-10-28 | Elastic intermediate layer in the railway superstructure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DED159A DE805281C (en) | 1949-10-28 | 1949-10-28 | Elastic intermediate layer in the railway superstructure |
Publications (1)
Publication Number | Publication Date |
---|---|
DE805281C true DE805281C (en) | 1951-05-15 |
Family
ID=7028563
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DED159A Expired DE805281C (en) | 1949-10-28 | 1949-10-28 | Elastic intermediate layer in the railway superstructure |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE805281C (en) |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE925354C (en) * | 1952-03-15 | 1955-03-21 | Deutsche Bundesbahn | Storage of the railway track on bridges |
DE1124211B (en) * | 1958-11-17 | 1962-02-22 | Pleiger Maschf Paul | Track element for cranes |
DE1124988B (en) * | 1960-03-17 | 1962-03-08 | Elisabeth Hilbers Geb Cordel | Compressed wood base plate for railway tracks |
US3114940A (en) * | 1958-04-21 | 1963-12-24 | Howard E Higginbotham | Floor pad |
DE1189104B (en) * | 1958-06-25 | 1965-03-18 | John Bull Rubber Company Ltd | Elastic intermediate layer for the railway superstructure |
DE1204697B (en) * | 1962-09-15 | 1965-11-11 | Continental Gummi Werke Ag | Rail fastening |
DE2318649A1 (en) * | 1973-04-13 | 1974-10-31 | Rudolfwalter Dipl I Steinmeier | BEARING PLATE FOR JOINTS IN BUILDINGS |
DE2751346A1 (en) * | 1977-11-17 | 1979-05-23 | Phoenix Ag | Railway track resonance and vibration insulating mat - has interlocking top lengthways engaging ribs and parallel bottom support ribs |
DE2857105A1 (en) * | 1978-04-20 | 1980-03-06 | Diether Uderstaedt | Sound insulating rail underlay on railway track - has damping elements between plates with corresponding conical protrusions and recesses |
DE2817278C3 (en) | 1978-04-20 | 1980-10-30 | Diether 4300 Essen Uderstaedt | Sound-absorbing rail pad |
US5195679A (en) * | 1989-01-20 | 1993-03-23 | Pandrol Limited | Rail pads |
DE9421666U1 (en) | 1993-04-28 | 1997-01-23 | Wirthwein, Udo, 97993 Creglingen | Resilient rail fastening |
EP2297401B1 (en) * | 2008-04-21 | 2015-03-11 | Max Bögl Stiftung & Co. KG | Solid trackway having continuous bedding |
-
1949
- 1949-10-28 DE DED159A patent/DE805281C/en not_active Expired
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE925354C (en) * | 1952-03-15 | 1955-03-21 | Deutsche Bundesbahn | Storage of the railway track on bridges |
US3114940A (en) * | 1958-04-21 | 1963-12-24 | Howard E Higginbotham | Floor pad |
DE1189104B (en) * | 1958-06-25 | 1965-03-18 | John Bull Rubber Company Ltd | Elastic intermediate layer for the railway superstructure |
DE1124211B (en) * | 1958-11-17 | 1962-02-22 | Pleiger Maschf Paul | Track element for cranes |
DE1124988B (en) * | 1960-03-17 | 1962-03-08 | Elisabeth Hilbers Geb Cordel | Compressed wood base plate for railway tracks |
DE1204697B (en) * | 1962-09-15 | 1965-11-11 | Continental Gummi Werke Ag | Rail fastening |
DE2318649A1 (en) * | 1973-04-13 | 1974-10-31 | Rudolfwalter Dipl I Steinmeier | BEARING PLATE FOR JOINTS IN BUILDINGS |
DE2751346A1 (en) * | 1977-11-17 | 1979-05-23 | Phoenix Ag | Railway track resonance and vibration insulating mat - has interlocking top lengthways engaging ribs and parallel bottom support ribs |
DE2857105A1 (en) * | 1978-04-20 | 1980-03-06 | Diether Uderstaedt | Sound insulating rail underlay on railway track - has damping elements between plates with corresponding conical protrusions and recesses |
DE2817278C3 (en) | 1978-04-20 | 1980-10-30 | Diether 4300 Essen Uderstaedt | Sound-absorbing rail pad |
US5195679A (en) * | 1989-01-20 | 1993-03-23 | Pandrol Limited | Rail pads |
DE9421666U1 (en) | 1993-04-28 | 1997-01-23 | Wirthwein, Udo, 97993 Creglingen | Resilient rail fastening |
EP2297401B1 (en) * | 2008-04-21 | 2015-03-11 | Max Bögl Stiftung & Co. KG | Solid trackway having continuous bedding |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE805281C (en) | Elastic intermediate layer in the railway superstructure | |
DE1784734A1 (en) | Tracks in which the track construction is supported by elastic support layers of rigid supporting surfaces and a method for laying such a track | |
DE933342C (en) | Elastic, wedge-shaped intermediate layer between rail and threshold | |
DE2527494A1 (en) | Fastening system for rails on sleepers - has vibration absorbing composite plate for preventing waves on ril head | |
AT148202B (en) | Elastic rubber mount for rails. | |
DE820739C (en) | Electrical rail insulation for the railway superstructure | |
DE896921C (en) | Orthopedic footrest | |
DE1943917A1 (en) | Guide rail for a motor chain saw | |
DE671512C (en) | Rail joint connection with floating joint using a reinforced joint bridge | |
DE1962527A1 (en) | Elastic sports flooring | |
DE649422C (en) | Storm protection for rail vehicles, such as loading bridges or the like. | |
DE1231739B (en) | Resiliently flexible bearing for bridges and similar structures | |
DE753266C (en) | Multi-layer rubber body | |
DE938465C (en) | Easily assembled bridge floor made of metal, especially light metal, for trucks and other vehicles | |
DE530139C (en) | Rail fastening using spring clamping plates and hook bolts | |
DE2827653A1 (en) | Continuous concrete slab railway rail support superstructure - has continuous elastic wedge underlay, with edge bars on flat base slab | |
DE3413417A1 (en) | Sleeperless rail fastening | |
DE637263C (en) | Cross sleeper made of steel with an essentially U-shaped cross-section | |
AT241310B (en) | Multilayer skis | |
DE875049C (en) | Rail fastening with two-legged, spring-loaded clamping plates | |
CH203899A (en) | Rail fastening. | |
DE1821882U (en) | RESILIENT PLATE. | |
AT95891B (en) | Attachment for crane runway rails etc. like | |
AT229106B (en) | Lifting board for drop hammers | |
DE730855C (en) | Component for the interfering effect isolating connection of components, especially in vehicle and aircraft construction |