EP3158148B1 - Gleitlager zur erdbebenschutz - Google Patents

Gleitlager zur erdbebenschutz Download PDF

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Publication number
EP3158148B1
EP3158148B1 EP15715873.4A EP15715873A EP3158148B1 EP 3158148 B1 EP3158148 B1 EP 3158148B1 EP 15715873 A EP15715873 A EP 15715873A EP 3158148 B1 EP3158148 B1 EP 3158148B1
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EP
European Patent Office
Prior art keywords
sliding
bearing
sliding surface
friction
sliding bearing
Prior art date
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EP15715873.4A
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English (en)
French (fr)
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EP3158148A1 (de
Inventor
Ahmet SUYUN
Haluk SUCUOGLU
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Tis Teknolojik Izolator Sistemleri Sanayi Ticaret
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Tis Teknolojik Izolator Sistemleri Sanayi Ticaret AS
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings

Definitions

  • the sliding material (5) is sintered and/or formed into a sheet by compression molding. After molding, the sheet material is processed to the desired thickness.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (12)

  1. Ein Schiebelager (1) angepasst, um zu einer Konstruktion Bodenbewegungsschutz sicherzustellen, bestehend aus einer ersten Platte (2), angepasst zu einer Konstruktion (B) installiert zu werden, hat eine erste Schiebefläche (2.1) in einer konkaven Form und eine zweite Platte (3), angepasst zwischen Grundlage (A) einer Konstruktion installiert zu werden, hat eine zweite Schiebefläche (3.1) in einer konkaven Form, und einen Gleitschuh (4) aufgestellt zwischen einer ersten Platte (2) und zweiten Platte (3), wo der Gleitschuh (4) hat eine obere Schiebefläche (4.1) in einer konvexen Form, im Kontakt mit der ersten Schiebefläche (2.1) und einer unteren Schiebefläche (4.2) in einer konvexen Form, im Kontakt mit der zweiten Schiebefläche (3.1), wo die erste Platte (2), zweite Platte (3) und der Gleitschuh (4) rutschbar sind mit einer Pendelbewegung bezüglich zueinander auf eine Grundbewegungskraft, und gekennzeichnet dadurch, daß eine Platte von Schiebematerial (5) bedeckt die erste Schiebefläche (2.1) und obere Schiebefläche (4.1) beinhaltet; PTFE Harz gefüllt mit Molybdändisulfid MoS2 in einer maximalen Menge von 2.5% nach Gewicht des Rutschmaterials (5).
  2. Ein Schiebelager (1) nach Anspruch 1, dadurch gekennzeichnet, daß das Rutschmaterial (5) bedeckt zweite Schiebefläche (3.1) und untere Schiebefläche (4.2).
  3. Ein Schiebelager (1) nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Menge von Molybdändisulfid 2.0% ist nach Gewicht des Rutschmaterials (5).
  4. Ein Schiebelager (1) nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß PTFE Harz auch gefüllt ist mit anderen festen Schmiermitteln, um die Haftung in Ruhelage zwischen jeder Schiebefläche zu vermindern.
  5. Ein Schiebelager (1) nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Menge von festen Schmiermitteln außer Molybdändisulfid nicht höher als 1.0% nach Gewicht des Rutschmaterials (5) ist.
  6. Ein Schiebelager (1) nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß PTFE Harz auch gefüllt ist mit Bronze.
  7. Ein Schiebelager (1) nach Anspruch 6, dadurch gekennzeichnet, daß die Menge von Bronzefüller zwischen 15% und 20% ist nach Gewicht des Rutschmaterials (5).
  8. Ein Schiebelager (1) nach den vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Platte des Rutschmaterials (5) montiert ist zu den Rutschflächen entweder al seine Platte teilweise eingebettet in einem entsprechenden Sitz gebildet auf den Schiebeflächen als eine Platte angewandt durch Verwendung von einem Klebstoff oder mechanischen Befestigungsmitteln und bildet die Schiebeflächen.
  9. Ein Schiebelager (1) nach den vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der Trennungswert des Reibungskoeffizient zwischen erster Schiebefläche (2.1) und oberer Schiebefläche (4.1) kleiner ist als 7%, wenn gemeinsame Rutschgeschwindigkeit der besagten Schiebeflächen (2.1, 4.1) kleiner ist als 1 mm/s und der Kontaktdruck zwischen besagten Schiebeflächen (2.1, 4.1) angewandt zum Schiebelager (1) mindestens 15 MPa ist.
  10. Ein Schiebelager (1) nach in Ansprüchen 2 bis 9, dadurch gekennzeichnet, daß der Trennungswert des Reibungskoeffizient zwischen erster Schiebefläche (2.1) und oberer Schiebefläche (4.1), und zwischen zweiter Schiebefläche (3.1) und unterer Schiebefläche (4.2) kleiner ist als 7%, wenn gemeinsame Rutschgeschwindigkeit der besagten Schiebeflächen (2.1, 4.1 -3.1, 4.2) kleiner ist als 1 mm/s und der Kontaktdruck zwischen besagten Schiebeflächen (2.1, 4.1-3.1, 4.2) angewandt zum Schiebelager (1) mindestens 15 MPa ist.
  11. Ein Schiebelager (1) nach den vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der kinetische Wert des Reibungskoeffizient zwischen erster Schiebefläche (2.1) und oberer Schiebefläche (4.1) kleiner ist als 8%, wenn gemeinsame Rutschgeschwindigkeit der besagten Schiebeflächen (2.1, 4.1) kleiner ist als 200 mm/s und der Kontaktdruck zwischen besagten Schiebeflächen (2.1, 4.1) angewandt zum Schiebelager (1) mindestens 30 MPa ist.
  12. Ein Schiebelager (1) nach Ansprüche 2 bis 10, dadurch gekennzeichnet, daß der kinetische Wert des Reibungskoeffizient zwischen erster Schiebefläche (2.1) und oberer Schiebefläche (4.1), und zwischen zweiter Schiebefläche (3.1) und unterer Schiebefläche (4.2) kleiner ist als 8%, wenn gemeinsame Rutschgeschwindigkeit der besagten Schiebeflächen (2.1, 4.1 - 3.1, 4.2) kleiner ist als 200 mm/s and der Kontaktdruck zwischen besagten Schiebeflächen (2.1, 4.1 - 3.1, 4.2) angewandt zum Schiebelager (1) mindestens 30 MPa ist.
EP15715873.4A 2015-02-23 2015-02-23 Gleitlager zur erdbebenschutz Active EP3158148B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/TR2015/000064 WO2016137409A1 (en) 2015-02-23 2015-02-23 A sliding bearing for seismic protection

Publications (2)

Publication Number Publication Date
EP3158148A1 EP3158148A1 (de) 2017-04-26
EP3158148B1 true EP3158148B1 (de) 2018-03-21

Family

ID=52824533

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15715873.4A Active EP3158148B1 (de) 2015-02-23 2015-02-23 Gleitlager zur erdbebenschutz

Country Status (3)

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EP (1) EP3158148B1 (de)
TR (1) TR201808473T4 (de)
WO (1) WO2016137409A1 (de)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11421435B2 (en) * 2018-12-12 2022-08-23 Universidad Catolica De La Santisima Concepcion Kinematic seismic isolation device
IT202000002542A1 (it) 2020-02-10 2021-08-10 Fip Mec S R L Isolatore antisismico del tipo a pendolo scorrevole
IT202000027122A1 (it) 2020-11-12 2022-05-12 Fip Mec S R L Appoggio strutturale antifrizione
IT202000027414A1 (it) 2020-11-16 2022-05-16 Fip Mec S R L Apparecchio di appoggio strutturale antifrizione
IT202000027465A1 (it) 2020-11-17 2022-05-17 Fip Mec S R L Dispositivo di appoggio strutturale antifrizione

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0240936A2 (de) 1986-04-05 1987-10-14 Bando Chemical Industries, Ltd. Keilriemen
JPH11257356A (ja) 1998-03-13 1999-09-21 Oiles Ind Co Ltd 摺動部材用樹脂組成物およびこれを使用した摺動部材
US6289640B1 (en) 1999-07-09 2001-09-18 Nippon Pillar Packing Co., Ltd. Seismic isolation sliding support bearing system
US20030138172A1 (en) 2001-11-14 2003-07-24 Nsk Ltd. Liner motion device, rolling device and separator for rolling device
WO2004009907A1 (de) 2002-07-19 2004-01-29 Maurer Söhne Gmbh & Co. Kg Gleitlager für das bauwesen und werkstoff hierfür
EP1839846A1 (de) 2005-01-17 2007-10-03 Oiles Corporation Mehrlagiges schiebeglied
EP2208913A1 (de) 2007-10-23 2010-07-21 Tokyo Denki University System zur seismischen isolation und struktur zur seismischen isolation
US20110082059A1 (en) 2009-10-06 2011-04-07 Daido Metal Company Ltd. Sliding resin composition
WO2012114246A1 (en) 2011-02-21 2012-08-30 Politecnico Di Milano Antiseismic support
WO2013191356A1 (en) 2012-06-21 2013-12-27 Rts Co., Ltd. Spherical bearing and plastic block with spherical surface for the same

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0240936A2 (de) 1986-04-05 1987-10-14 Bando Chemical Industries, Ltd. Keilriemen
JPH11257356A (ja) 1998-03-13 1999-09-21 Oiles Ind Co Ltd 摺動部材用樹脂組成物およびこれを使用した摺動部材
US6289640B1 (en) 1999-07-09 2001-09-18 Nippon Pillar Packing Co., Ltd. Seismic isolation sliding support bearing system
US20030138172A1 (en) 2001-11-14 2003-07-24 Nsk Ltd. Liner motion device, rolling device and separator for rolling device
WO2004009907A1 (de) 2002-07-19 2004-01-29 Maurer Söhne Gmbh & Co. Kg Gleitlager für das bauwesen und werkstoff hierfür
EP1839846A1 (de) 2005-01-17 2007-10-03 Oiles Corporation Mehrlagiges schiebeglied
EP2208913A1 (de) 2007-10-23 2010-07-21 Tokyo Denki University System zur seismischen isolation und struktur zur seismischen isolation
US20110082059A1 (en) 2009-10-06 2011-04-07 Daido Metal Company Ltd. Sliding resin composition
WO2012114246A1 (en) 2011-02-21 2012-08-30 Politecnico Di Milano Antiseismic support
WO2013191356A1 (en) 2012-06-21 2013-12-27 Rts Co., Ltd. Spherical bearing and plastic block with spherical surface for the same

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
"Catalogo Generale PTFE products - V1.0", GUARNIFLON, 2 March 2014 (2014-03-02), pages 1, XP055566048
"Deutsche Norm", DIN EN 1337-2, pages 1 - 71, XP055566086
"Tubi E Tondi", GUARNIFLON, December 2012 (2012-12-01), pages 1 - 2, XP055566064
KHODDAMZADEH ET AL.: "Novel polytetrafluoroethylene (PTFE) composites with newly developed Tribaloy alloy additive for sliding bearings", WEAR, 2009, pages 646 - 657, XP025967705

Also Published As

Publication number Publication date
EP3158148A1 (de) 2017-04-26
WO2016137409A1 (en) 2016-09-01
TR201808473T4 (tr) 2018-07-23

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