EP0082132A2 - Appui d'ouvrage et procédé pour son installation - Google Patents
Appui d'ouvrage et procédé pour son installation Download PDFInfo
- Publication number
- EP0082132A2 EP0082132A2 EP82890182A EP82890182A EP0082132A2 EP 0082132 A2 EP0082132 A2 EP 0082132A2 EP 82890182 A EP82890182 A EP 82890182A EP 82890182 A EP82890182 A EP 82890182A EP 0082132 A2 EP0082132 A2 EP 0082132A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- synthetic resin
- bearing
- upholstery
- mass
- hardener
- 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
- 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
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
- E01D19/041—Elastomeric bearings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
Definitions
- the invention relates to a bearing for supporting a supporting structure, consisting of one of e.g. Composite body formed by vulcanization connected elastomer and metal layers.
- Elastomer is a rubber-elastic, pressure-resistant and volume-resistant material, which is created by vulcanization of natural or synthetic rubber.
- the metal layers act as reinforcement inserts, they are enclosed on all sides by the elastomer and thus protected against corrosion.
- the height of the bearing is deformed by vertical loading, the vulcanized steel sheets preventing bulging of the elastomer layers, when loaded by horizontal forces, the elastomer layers deform in the direction of the forces and the originally rectangular cross section of the bearing changes into a rhomboidal cross-sectional shape.
- a formable, hardening material such as synthetic resin mortar
- the object of the present invention is to solve the problems associated with such installation and to create a bearing, the installation of which is optimally simplified and does not require any significant effort and time, but is still much more reliable than before, even distribution, transmission and absorption of the support forces guaranteed.
- the bearing is attached by at least one bearing surface to the composite body formed from elastomer and metal layers, e.g. glued or vulcanized, containing a hardening leveling compound and having a deformable wall, to equalize the dimensional tolerances between the support and the supporting structure.
- the hardener is mixed with the synthetic resin immediately before the supporting structure is put on carried out the camp.
- Installation can be further simplified if the upholstery e.g. Containers that can be destroyed by impact or pressure with a hardener for hardening the synthetic resin contained in the upholstery.
- This container can be attached to an inner wall of the cushion or simply embedded in the leveling compound.
- the excess balancing mass displaced by the supporting structure can either be displaced sideways within the deforming wall of the cushion and then forms beads outside the bearing surface, or the cushion wall can be released with an overpressure valve to allow excess balancing mass to emerge from within the Upholstery, which can be limited, can be provided with upward pressure in order to allow the excess compensating mass to escape when this pressure limit is exceeded.
- FIGS. 1 to 3 of the drawings show a bearing according to the Invention in various installation phases, each in a cross section.
- the metal layers 2 are embedded in the elastomer and, together with it, form a corrosion-resistant and compact composite body 3.
- container 6 e.g. by impact, destroyed and the leveling compound 5 enclosed in the deformable wall 4 is kneaded with the hardener.
- the thickness of the upholstery is to be selected so that the dimensional tolerances between the base 7 and the supporting structure 8 can in any case be absorbed and compensated for.
- the excess leveling compound 5 can deflect when the structure 8 is pressed into a lateral bead 9 (FIG. 3) or it can be released by a pressure relief valve (not shown) to be arranged in the wall 4 of the cushion; the remaining internal pressure of the balancing mass 5 must in any case be large enough to press the pad firmly against the underside of the supporting structure 8.
- a factory-made and filled cushion has the advantage that the leveling compound 5 reliably free of air bubbles remains. If the leveling compound 5 is only filled into the cushion formed by the wall 4 at the construction site, special attention must be paid to the absence of air bubbles; the upholstery must be as empty as possible when the leveling compound is filled in, if necessary the upholstery must be delivered evacuated.
- the upholstery with its wall 4 can be attached to the composite body 3 from the outset, that is, at the factory, so that the upper side of the bearing forms the lower boundary of the upholstery, or it can only be added to the composite body at the construction site before the bearing is used will.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Bridges Or Land Bridges (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0533681A AT374546B (de) | 1981-12-14 | 1981-12-14 | Lager zur auflagerung eines tragwerkes sowie verfahren zu dessen einbau |
AT5336/81 | 1981-12-14 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0082132A2 true EP0082132A2 (fr) | 1983-06-22 |
EP0082132A3 EP0082132A3 (en) | 1983-09-21 |
EP0082132B1 EP0082132B1 (fr) | 1986-09-10 |
Family
ID=3574668
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19820890182 Expired EP0082132B1 (fr) | 1981-12-14 | 1982-12-13 | Appui d'ouvrage et procédé pour son installation |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0082132B1 (fr) |
AT (1) | AT374546B (fr) |
DE (1) | DE3273251D1 (fr) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3209120C1 (de) * | 1982-03-12 | 1987-10-01 | Boris Dr-Ing Topaloff | Bewehrtes Elastomerlager zur Auflagerung von schweren Bauteilen,insbesondere bei Bruecken |
WO2000019018A1 (fr) * | 1998-09-30 | 2000-04-06 | Max Bögl Bauunternehmung GmbH & Co. KG | Support pour la base d'un pont metallique et procede permettant de le produire |
DE19851412A1 (de) * | 1998-11-07 | 2000-05-25 | Wilfried Becker Gmbh | Gleit- und/oder Verformungslager zum Einbringen zwischen Bauteilen |
AT412291B (de) * | 1997-02-27 | 2004-12-27 | Reisner & Wolff Eng | Vorrichtung zum überbrücken einer dehnungsfuge einer brücke |
US7634832B2 (en) * | 2006-11-20 | 2009-12-22 | Daiwa Gravure Co., Ltd. | Bridge sleeper supporting pad |
EP2314794A1 (fr) * | 2009-10-22 | 2011-04-27 | HILTI Aktiengesellschaft | Elément d'équilibrage |
EP2314795A1 (fr) * | 2009-10-22 | 2011-04-27 | HILTI Aktiengesellschaft | Elément d'équilibrage |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1331042A (fr) * | 1962-08-09 | 1963-06-28 | Maschf Augsburg Nuernberg Ag | Montage d'un réservoir sphérique pour gaz et liquides sur une fondation en béton |
DE2025446A1 (de) * | 1969-05-28 | 1971-01-07 | Algers, Knut Borge, Bromma (Schwe den) | Vorrichtung zum Anpassen der Stellung eines Bauwerkes oder Bauwerkteiles |
DE1956294A1 (de) * | 1969-11-08 | 1971-05-13 | Rheinstahl Union Ag | Lager fuer Bruecken od.dgl. Bauwerke |
DE2013897A1 (en) * | 1970-03-23 | 1971-10-07 | Bührer, Rudolf, Dipl.-Ing., 8000 München | Support eg for bridges which resists un-desired movement |
US3955761A (en) * | 1973-03-05 | 1976-05-11 | Szarka Enterprises, Inc. | Method for providing a vehicular supporting deck for a railroad grade crossing |
DE2648585B1 (de) * | 1976-10-27 | 1978-04-06 | Bilfinger Berger Bau | Verfahren zum Einbau eines Brueckenlagers auf dem Widerlager |
DE3016252A1 (de) * | 1980-04-26 | 1981-11-05 | Thosti Bauaktiengesellschaft, 8900 Augsburg | Verfahren und vorrichtung zum winkelverdrehbaren auflagern eines betonfertigbauteils auf einer auflagerkonstruktion |
-
1981
- 1981-12-14 AT AT0533681A patent/AT374546B/de not_active IP Right Cessation
-
1982
- 1982-12-13 DE DE8282890182T patent/DE3273251D1/de not_active Expired
- 1982-12-13 EP EP19820890182 patent/EP0082132B1/fr not_active Expired
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1331042A (fr) * | 1962-08-09 | 1963-06-28 | Maschf Augsburg Nuernberg Ag | Montage d'un réservoir sphérique pour gaz et liquides sur une fondation en béton |
DE2025446A1 (de) * | 1969-05-28 | 1971-01-07 | Algers, Knut Borge, Bromma (Schwe den) | Vorrichtung zum Anpassen der Stellung eines Bauwerkes oder Bauwerkteiles |
DE1956294A1 (de) * | 1969-11-08 | 1971-05-13 | Rheinstahl Union Ag | Lager fuer Bruecken od.dgl. Bauwerke |
DE2013897A1 (en) * | 1970-03-23 | 1971-10-07 | Bührer, Rudolf, Dipl.-Ing., 8000 München | Support eg for bridges which resists un-desired movement |
US3955761A (en) * | 1973-03-05 | 1976-05-11 | Szarka Enterprises, Inc. | Method for providing a vehicular supporting deck for a railroad grade crossing |
DE2648585B1 (de) * | 1976-10-27 | 1978-04-06 | Bilfinger Berger Bau | Verfahren zum Einbau eines Brueckenlagers auf dem Widerlager |
DE3016252A1 (de) * | 1980-04-26 | 1981-11-05 | Thosti Bauaktiengesellschaft, 8900 Augsburg | Verfahren und vorrichtung zum winkelverdrehbaren auflagern eines betonfertigbauteils auf einer auflagerkonstruktion |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3209120C1 (de) * | 1982-03-12 | 1987-10-01 | Boris Dr-Ing Topaloff | Bewehrtes Elastomerlager zur Auflagerung von schweren Bauteilen,insbesondere bei Bruecken |
AT412291B (de) * | 1997-02-27 | 2004-12-27 | Reisner & Wolff Eng | Vorrichtung zum überbrücken einer dehnungsfuge einer brücke |
WO2000019018A1 (fr) * | 1998-09-30 | 2000-04-06 | Max Bögl Bauunternehmung GmbH & Co. KG | Support pour la base d'un pont metallique et procede permettant de le produire |
DE19851412A1 (de) * | 1998-11-07 | 2000-05-25 | Wilfried Becker Gmbh | Gleit- und/oder Verformungslager zum Einbringen zwischen Bauteilen |
US7634832B2 (en) * | 2006-11-20 | 2009-12-22 | Daiwa Gravure Co., Ltd. | Bridge sleeper supporting pad |
EP2314794A1 (fr) * | 2009-10-22 | 2011-04-27 | HILTI Aktiengesellschaft | Elément d'équilibrage |
EP2314795A1 (fr) * | 2009-10-22 | 2011-04-27 | HILTI Aktiengesellschaft | Elément d'équilibrage |
CN102041852A (zh) * | 2009-10-22 | 2011-05-04 | 喜利得股份公司 | 平衡元件 |
JP2011089388A (ja) * | 2009-10-22 | 2011-05-06 | Hilti Ag | 調整素子 |
CN102041852B (zh) * | 2009-10-22 | 2015-06-24 | 喜利得股份公司 | 平衡元件 |
Also Published As
Publication number | Publication date |
---|---|
ATA533681A (de) | 1983-09-15 |
DE3273251D1 (en) | 1986-10-16 |
AT374546B (de) | 1984-05-10 |
EP0082132B1 (fr) | 1986-09-10 |
EP0082132A3 (en) | 1983-09-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE2200978A1 (de) | Zusammengesetzte elastische Traglager | |
DE69922810T2 (de) | Strukturelles verbundlaminat | |
EP0082132A2 (fr) | Appui d'ouvrage et procédé pour son installation | |
DE2345773A1 (de) | Vibrationsdaempfungs- und isolierpolster, insbesondere zur aufnahme schwerer lasten | |
DE3208680A1 (de) | Anordnung fuer federaufhaengungssysteme, insbesondere fuer fahrzeuge | |
DE1784734A1 (de) | Geleise,in dem die Geleiskonstruktion ueber elastische Stuetzschichten von starren Stuetzflaechen gestuetzt wird und Verfahren zum Verlegen eines solchen Geleises | |
DE3404377C2 (de) | Höhenverstellbare Notabstützung eines Wagenkastens | |
EP1382548B1 (fr) | Structure de cadre de base pour un conteneur citerne | |
DE1759108B2 (de) | Streifenfoermiges lager | |
DE3242136C2 (de) | Nachgiebiges Verfüllkissen zum Ausfüllen von Hohlräumen im untertägigen Berg- und Tunnelbau | |
EP0155622A2 (fr) | Appui de levage pour transmettre, soulever et/ou baisser des charges lourdes, en particulier des ponts | |
EP0081173B1 (fr) | Réservoir avec revêtement intérieur | |
EP0818638B1 (fr) | Montage-boulon pour la fixation élastique d'un amortisseur | |
DE2844424A1 (de) | Verfahren zur einstellung des abstands zwischen lagerflansch und lagerkern eines mit fluessigkeit gefuellten lagers und gummilager zum durchfuehren des verfahrens | |
DE2514286A1 (de) | Traegervorrichtung fuer einen starren, sich selbst tragenden behaelter fuer ein produkt, dessen temperatur stark von der umgebungstemperatur in einem beliebigen sich fortbewegenden mittel abweicht | |
DE3209120C1 (de) | Bewehrtes Elastomerlager zur Auflagerung von schweren Bauteilen,insbesondere bei Bruecken | |
AT389171B (de) | Vorrichtung zum messen von belastungen in verbundkoerpern | |
DE1809955B1 (de) | Verfahren zur befestigung von schienen in den schienenkanälen von gleistragplatten | |
AT320001B (de) | Elastomere-Lager | |
DE1243225B (de) | Schall- und schwingungsisolierende Schotterbettlagerung | |
DE3208280C2 (fr) | ||
DE68911512T2 (de) | Stützelement mit anpassbarer krümmung, verfahren zur herstellung und verwendung. | |
EP0129896B1 (fr) | Dispositif de support de cabines sur véhicules utilitaires | |
DD301617A9 (de) | Kastenfoermiges fertigteilelement fuer den eisenbahnoberbau | |
DD253229A1 (de) | Isolierdruckverschaeumter fussboden fuer schienenfahrzeuge |
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 |
Designated state(s): BE CH DE FR GB IT LI LU NL SE |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Designated state(s): BE CH DE FR GB IT LI LU NL SE |
|
17P | Request for examination filed |
Effective date: 19840320 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): BE CH DE FR GB IT LI LU NL SE |
|
ITF | It: translation for a ep patent filed |
Owner name: BUGNION S.P.A. |
|
REF | Corresponds to: |
Ref document number: 3273251 Country of ref document: DE Date of ref document: 19861016 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19861231 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 19861231 Year of fee payment: 5 |
|
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 | ||
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Effective date: 19871214 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Effective date: 19871231 Ref country code: CH Effective date: 19871231 Ref country code: BE Effective date: 19871231 |
|
BERE | Be: lapsed |
Owner name: FUCHS PETER Effective date: 19871231 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Effective date: 19880701 |
|
NLV4 | Nl: lapsed or anulled due to non-payment of the annual fee | ||
GBPC | Gb: european patent ceased through non-payment of renewal fee | ||
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: 19880831 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 19881122 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DE Effective date: 19890901 |
|
EUG | Se: european patent has lapsed |
Ref document number: 82890182.7 Effective date: 19880913 |