DE805281C - Elastic intermediate layer in the railway superstructure - Google Patents

Elastic intermediate layer in the railway superstructure

Info

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
Application number
DED159A
Other languages
German (de)
Other versions
DE1619674U (en
Inventor
Dr-Ing Hermann Meier
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.)
Deutsche Bundesbank
Original Assignee
Deutsche Bundesbank
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
Application filed by Deutsche Bundesbank filed Critical Deutsche Bundesbank
Priority to DED159A priority Critical patent/DE805281C/en
Application granted granted Critical
Publication of DE805281C publication Critical patent/DE805281C/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/68Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00Fastening rails on sleepers, or the like
    • E01B9/68Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • E01B9/685Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape
    • E01B9/686Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape with textured surface

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)

PATENTANSPRÜCHE: i. Elastische Zwischenlage zwischen Schiene und Schwelle bzw. U nterlagsplatte aus einem elastischen Werkstoff, beispielsweise aus Gummi, dadurch gekennzeichnet, daß sie unverschiebbar gelagert ist. PATENT CLAIMS: i. Elastic intermediate layer between rail and threshold or washer plate made of an elastic material, for example rubber, characterized in that it is immovably mounted. 2. Zwischenlage nach Anspruch i, dadurch gekennzeichnet, daß ihre über die Schwellen- bzw. Unterlagsplattenoberkanten ragenden Enden je eine wulstartige Verstärkung schon bei der Herstellung erhalten haben. 2. Liner after Claim i, characterized in that their upper edges over the threshold or base plate protruding ends each received a bead-like reinforcement during manufacture to have. 3. Zwischenlage nach Anspruch i, dadurch gekennzeichnet, daß ihre der Schwelle bzw. der Unterlagsplatte zugekehrte Fläche Unebenheiten aufweist, z. B. Rillen, Wellen oder einzelne Buckel, die in ebensolche negative Unebenheiten der Schwelle bzw. Unterlagsplatte genau passen.3. intermediate layer according to claim i, characterized in that its the threshold or the base plate facing surface has unevenness, z. B. grooves, Waves or individual humps that result in negative bumps in the threshold or the base plate fit exactly.
DED159A 1949-10-28 1949-10-28 Elastic intermediate layer in the railway superstructure Expired DE805281C (en)

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 (12)

* Cited by examiner, † Cited by third party
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
EP2297401B1 (en) * 2008-04-21 2015-03-11 Max Bögl Stiftung & Co. KG Solid trackway having continuous bedding

Cited By (12)

* Cited by examiner, † Cited by third party
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
EP2297401B1 (en) * 2008-04-21 2015-03-11 Max Bögl Stiftung & Co. KG Solid trackway having continuous bedding

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