EP1229169A2 - Fugenverschluss zwischen einer Schiene und einer Pflastereindeckung und Verfahren zur Herstellung - Google Patents
Fugenverschluss zwischen einer Schiene und einer Pflastereindeckung und Verfahren zur Herstellung Download PDFInfo
- Publication number
- EP1229169A2 EP1229169A2 EP02002442A EP02002442A EP1229169A2 EP 1229169 A2 EP1229169 A2 EP 1229169A2 EP 02002442 A EP02002442 A EP 02002442A EP 02002442 A EP02002442 A EP 02002442A EP 1229169 A2 EP1229169 A2 EP 1229169A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- rail
- joint
- row
- pavement
- closure
- 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
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/06—Pavings adjacent tramways rails ; Pavings comprising railway tracks
Definitions
- the invention relates to a joint closure between a Splint and a plaster covering by means of an elastic Casting compound and a method for producing a appropriate joint closure.
- Tracks especially tram tracks, on which too Drive motor vehicles, at least the joint between the first row of paving stones and rail an elastic potting compound.
- a potting compound predominantly bitumen is used.
- DE 4004208 A1 describes sound insulation on tram rails described in the board-like and rod-like Molded parts made of polyurethane-bonded rubber parts are inserted in the chambers of the tram profile. to Covering the molded parts between the tram rail and The road surface is covered with asphalt potting compound intended.
- DE 42 04 802 A1 provides stabilized joint filling between the road surface and the rail on flush-mounted tracks using cover plates as a ceiling closure.
- the room to the top Rail cover plate is sealed with a joint, e.g. Bitumen, filled.
- a joint e.g. Bitumen
- the joint sealing profile made of elastomer Material for roads, grooved rails or the like. described.
- the joint sealing profile has at least one in Longitudinal cavity.
- the connection of two profile ends are made by inserting at least one Rod of sufficient length in the cavity.
- DE 198 14 073 A1 specifies a method for the production a potting in the gaps between the head a grooved rail embedded in a carriageway and the Pavement of the carriageway using a resilient material on.
- the potting is introduced in two layers, being between the two layers by inserting one Foil separation is effected. This ensures that when lowering the rail by running over one Tram the flanks of both on the rail Layers were lowered with the rail and the lower one to Roadway free location is different from that on the solid pavement of the road can partially remove the upper layer, so that forms a cavity between the two layers.
- the invention is therefore an object of a joint closure between a rail and a paving specify the long-term sealing of the joint guaranteed. There is also the task of a procedure for the production of such a joint closure specify.
- the invention solves the problem for the joint closure those specified in the characterizing part of claim 1 Characteristics.
- An advantageous development of the invention is characterized in sub-claim 2 and are below along with the description of the preferred embodiment of the Invention, including the drawing, shown in more detail.
- the task for the procedure is characterized by the characteristics of the Claim 3 marked.
- the essence of the invention is that the elastic Potting compound a polysulfide resin (8) with a resilience of more than 80% that is horizontal with the Rail (1) and at least the first row (5) of the pavement covering connected and vertically from the ground is separated by a release agent.
- a release agent can be a fine-grained according to claim 2 Mineral, a plastic film or a cellulose present his.
- the invention basically also claims all the synthetic resin adhesives, which has good adhesiveness to the steel the rail and the paving stone used and have a resilience of more than 80%.
- the edges the rail and the plaster, between which the joint seal should be introduced cleaned and with a base tap suitable for the polysulfide synthetic resin. Furthermore, on the underground under the Joint sealant applied a release agent.
- the patch is positioned to the rail and the polysulfide resin is introduced into the joint in plastic form.
- a release agent sand can be used for simple cases. However, release agents in the form of one or multilayer paper, textile or plastic webs.
- the first row of plastic covering with the rail the area in which the different vertical loads can be compensated.
- the area expands to a width in the size of the joint closure plus the width at least the first row of paving stones of the paving. In practice, this is a multiple, which makes the Differences in movement between rail and plaster are significant be better balanced.
- the advantage of the invention is in particular that the joint also against prolonged exposure to penetration of surface water remains tight, which means that Substrate material cannot be washed out.
- FIG. 1 shows a section in FIG. 1 between a rail and a paving a joint closure according to the invention in the idle state and in Figure 2 shows the section of Figure 1 under load Rail.
- the embodiment relates to a track system for a Tram with a pavement covering for motor vehicle traffic. Natural stone as well as Concrete block can be used.
- Figure 1 shows a section through this track system in Area between a rail and the first two rows a pavement covering at rest.
- Figure 2 shows the Section according to Figure 1 under load on the rail.
- a rail 1 is in a known manner within the track system supported on a base 2.
- the cavities of the Rail 1 are for sound insulation with chamber elements 3 and 4 filled.
- Paving stones are in a first row 5 and further rows 6 professionally laid in sand 7. It is the first row 5 placed close to the chamber elements 4, so that a space is created that is limited to the sides and downwards, in the polysulfide resin 8 according to the invention as elastic Potting compound is introduced. It is essential that the polysulfide resin 8 has good adhesion to the rail 1 and row 5 paving stones. According to the method the corresponding surfaces are cleaned well and treated with an adhesion promoter as a base coat. To down to the chamber stone 4, the polysulfide resin 8 has none Liability. For this purpose, a multi-layer cellulose strip was laid out. In simple cases, a thin layer of sand is sufficient as a release agent.
- the joint closure according to the invention is practically permanent functional because the polysulfide resin 8 the joint seals watertight between the rail 1 and the row 5. So that no water can penetrate into this area the dreaded pumping of a water-crowded track Pavement storage is avoided.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
Description
Claims (3)
- Fugenverschluss zwischen einer Schiene (1) und einer Pflastereindeckung mittels einer elastischen Vergussmasse, dadurch gekennzeichnet, dass die elastische Vergussmasse ein Polysulfid-Kunstharz (8) mit einem Rückstellvermögen von mehr als 80 % ist, die horizontal mit der Schiene (1) und mindestens der ersten Reihe (5) der Pflastereindeckung verbunden ist und vertikal vom Untergrund durch ein Trennmittel getrennt ist.
- Fugenverschluss nach Anspruch 1, dadurch gekennzeichnet, dass das Trennmittel ein feinkörniges Mineral, eine Kunststofffolie oder ein Zellstoff ist.
- Verfahren zur Herstellung eines Fugenverschlusses nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Flanken der Schiene und des Pflasters, zwischen denen der Fugenverschluss eingebracht werden soll, gereinigt und mit einem Grundanstich für Polysulfid-Kunstharz (8) beschichtet werden, dass auf dem Untergrund unter dem Fugenverschluss das Trennmittel aufgebracht wird, dass das Pflaster zur Schiene positioniert wird und dass das Polysulfid-Kunstharz (8) in plastischer Form in die Fuge eingebracht wird.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10105477 | 2001-02-02 | ||
DE10105477A DE10105477C1 (de) | 2001-02-02 | 2001-02-02 | Fugenverschluss zwischen einer Schiene und einer Pflastereindeckung und Verfahren zur Herstellung |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1229169A2 true EP1229169A2 (de) | 2002-08-07 |
EP1229169A3 EP1229169A3 (de) | 2003-07-23 |
EP1229169B1 EP1229169B1 (de) | 2006-07-26 |
Family
ID=7673124
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02002442A Expired - Lifetime EP1229169B1 (de) | 2001-02-02 | 2002-02-01 | Fugenverschluss zwischen einer Schiene und einer Pflastereindeckung und Verfahren zur Herstellung |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP1229169B1 (de) |
AT (1) | ATE334262T1 (de) |
DE (2) | DE10105477C1 (de) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102008008418A1 (de) * | 2008-02-09 | 2009-08-20 | Denso-Holding Gmbh & Co. | System zur Füllung einer Fuge zwischen einer Schiene und einer angrenzenden Fläche |
DE102008044663A1 (de) | 2008-08-28 | 2010-03-04 | Edilon Sedra Gmbh | Schalldämmvorrichtung |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4004208A1 (de) | 1990-02-12 | 1991-08-14 | Chem Fab Biebrich Vorm Seck & | Schalldaemmvorrichtung an strassenbahnschienen |
DE9014108U1 (de) | 1990-10-11 | 1992-02-06 | Phoenix Ag, 2100 Hamburg | Fugendichtprofil |
DE4204802A1 (de) | 1992-02-18 | 1993-09-02 | D D C Gmbh Beton Bohren U Saeg | Stabilisierte fugenverfuellung zwischen strassendecke und schiene |
DE19814073A1 (de) | 1998-03-30 | 1999-10-07 | Hermann Ortwein | Verfahren für die Herstellung eines Vergusses in den Zwischenräumen zwischen dem Kopf einer Rillenschiene und dem Belag der Fahrbahn |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB966267A (en) * | 1961-02-17 | 1964-08-06 | Goldschmidt Ag Th | A temperature resistant grouting and sealing compound |
DE3409994A1 (de) * | 1983-04-02 | 1984-10-04 | Ingenieur- und Betonbaugesellschaft mbH, 4130 Moers | Fuellstein als abstandshalter zwischen einer strassenbahnschiene und einem pflaster |
DE3934870C2 (de) * | 1989-10-19 | 1997-10-09 | Henkel Kgaa | Fugendicht- bzw. Beschichtungsmassen auf Basis wäßriger Polymerdispersionen sowie Verwendung von nichtionischen Celluloseethern als Zusätze zu diesen Massen |
DE4024551A1 (de) * | 1990-08-02 | 1992-02-06 | Henkel Kgaa | Fruehregenfeste fugendichtungsmassen |
DE4325476A1 (de) * | 1993-07-29 | 1995-02-02 | Hermann Ortwein | Verfahren zur Herstellung eines Unterbaus für ein Gleis für Schienenfahrzeuge |
DE19613204A1 (de) * | 1995-04-15 | 1996-10-17 | Henkel Kgaa | Feuchtigkeitshärtende Masse |
DE29814695U1 (de) * | 1998-08-17 | 1999-12-30 | Betonwerk Kwade GmbH & Co. KG, 48465 Schüttorf | Betonelement |
-
2001
- 2001-02-02 DE DE10105477A patent/DE10105477C1/de not_active Expired - Fee Related
-
2002
- 2002-02-01 DE DE50207585T patent/DE50207585D1/de not_active Expired - Lifetime
- 2002-02-01 EP EP02002442A patent/EP1229169B1/de not_active Expired - Lifetime
- 2002-02-01 AT AT02002442T patent/ATE334262T1/de active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4004208A1 (de) | 1990-02-12 | 1991-08-14 | Chem Fab Biebrich Vorm Seck & | Schalldaemmvorrichtung an strassenbahnschienen |
DE9014108U1 (de) | 1990-10-11 | 1992-02-06 | Phoenix Ag, 2100 Hamburg | Fugendichtprofil |
DE4204802A1 (de) | 1992-02-18 | 1993-09-02 | D D C Gmbh Beton Bohren U Saeg | Stabilisierte fugenverfuellung zwischen strassendecke und schiene |
DE19814073A1 (de) | 1998-03-30 | 1999-10-07 | Hermann Ortwein | Verfahren für die Herstellung eines Vergusses in den Zwischenräumen zwischen dem Kopf einer Rillenschiene und dem Belag der Fahrbahn |
Also Published As
Publication number | Publication date |
---|---|
DE10105477C1 (de) | 2002-11-21 |
ATE334262T1 (de) | 2006-08-15 |
EP1229169B1 (de) | 2006-07-26 |
DE50207585D1 (de) | 2006-09-07 |
EP1229169A3 (de) | 2003-07-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE60132863T2 (de) | Schienenschutz | |
EP0726359B1 (de) | Schienengleis, insbesondere für Rasen | |
DE69924777T2 (de) | Verfahren zum Herstellen eines Gleisoberbaus | |
EP2061933A1 (de) | Fahrweg und verfahren zur herstellung eines fahrweges | |
DE19911467A1 (de) | Gleiskonstruktion mit gedämmter/elastischer Lagerung von Schienen an einer um Dämm-Material/Elastikmaterial herum geformten Stützschicht | |
DE4439894C2 (de) | Oberbau für Eisenbahngleise | |
DD282487A5 (de) | Dehnungsfugenverschluss und verfahren zur herstellung | |
AT410329B (de) | Schotterloser oberbau | |
EP0637645B1 (de) | Feste Fahrbahn für Schienengebundenen Verkehr | |
DE102004061165A1 (de) | Betonfahrbahn für Schienenfahrzeuge | |
DE3429413A1 (de) | Hoehen- und seitenregulierbarer oberbau fuer schienenbahnen mit trennbarer verkleidung von schwellen auf einer fugenlosen platte | |
DE102008046901A1 (de) | Streustromisolierter Fahrbahnweg für schienengebundene Fahrzeuge | |
DE10105477C1 (de) | Fugenverschluss zwischen einer Schiene und einer Pflastereindeckung und Verfahren zur Herstellung | |
DE3810700A1 (de) | Verfahren zur herstellung eines oberbaus fuer schienenbahnen | |
DE3833720A1 (de) | Verfahren zur herstellung eines oberbaus fuer schienenbahnen | |
EP1331310B1 (de) | Einrichtung zur elastischen Lagerung einer Rillenschiene | |
DE102004008357B4 (de) | Schienenfahrbahn | |
DE20102083U1 (de) | Fugenverschluß zwischen einer Schiene und einer Pflastereindeckung | |
DE2244007C2 (de) | Gleis | |
EP1275779A2 (de) | Eingedecktes Gleis | |
DE1946712A1 (de) | Isolierung fuer schienengleiche Bahnuebergaenge | |
DE102008044663A1 (de) | Schalldämmvorrichtung | |
DE4415574A1 (de) | Feste Fahrbahn für schienengebundenen Verkehr | |
EP2800833B1 (de) | Feste fahrbahn | |
DE9420124U1 (de) | Gleisstraße, insbesondere mit Rasen und mit Querschwellen |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
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 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Extension state: AL LT LV MK RO SI |
|
17P | Request for examination filed |
Effective date: 20040123 |
|
AKX | Designation fees paid |
Designated state(s): AT BE CH DE FR LI NL |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: HANUSCH, LEONHARD Owner name: KELLER, LUTZ |
|
RIN1 | Information on inventor provided before grant (corrected) |
Inventor name: HANUSCH, LEONHARD Inventor name: KELLER, LUTZ |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE CH DE FR LI NL |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP |
|
REF | Corresponds to: |
Ref document number: 50207585 Country of ref document: DE Date of ref document: 20060907 Kind code of ref document: P |
|
ET | Fr: translation filed | ||
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20070427 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20100315 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 20100224 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20100218 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20110222 Year of fee payment: 10 Ref country code: AT Payment date: 20110217 Year of fee payment: 10 |
|
BERE | Be: lapsed |
Owner name: KELLER, LUTZ Effective date: 20110228 Owner name: HANUSCH, LEONHARD Effective date: 20110228 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: V1 Effective date: 20110901 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20111102 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110228 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110901 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20110228 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120229 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120229 |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 334262 Country of ref document: AT Kind code of ref document: T Effective date: 20120201 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: AT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20120201 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R084 Ref document number: 50207585 Country of ref document: DE |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20190415 Year of fee payment: 18 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R119 Ref document number: 50207585 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20200901 |