EP4085171A1 - Bauwerksgleitlager und bauwerkslagerungssystem - Google Patents
Bauwerksgleitlager und bauwerkslagerungssystemInfo
- Publication number
- EP4085171A1 EP4085171A1 EP21702651.7A EP21702651A EP4085171A1 EP 4085171 A1 EP4085171 A1 EP 4085171A1 EP 21702651 A EP21702651 A EP 21702651A EP 4085171 A1 EP4085171 A1 EP 4085171A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- sliding
- bearing
- structural
- support system
- bearings
- 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.)
- Pending
Links
- 230000033001 locomotion Effects 0.000 claims abstract description 123
- 239000000463 material Substances 0.000 claims description 58
- 229920001971 elastomer Polymers 0.000 claims description 17
- 239000000806 elastomer Substances 0.000 claims description 17
- 238000005520 cutting process Methods 0.000 claims description 13
- 229920000642 polymer Polymers 0.000 claims description 9
- 238000005461 lubrication Methods 0.000 claims description 8
- 239000004699 Ultra-high molecular weight polyethylene Substances 0.000 claims description 6
- 229920001343 polytetrafluoroethylene Polymers 0.000 claims description 6
- 239000004810 polytetrafluoroethylene Substances 0.000 claims description 6
- 229920000785 ultra high molecular weight polyethylene Polymers 0.000 claims description 6
- 229920006324 polyoxymethylene Polymers 0.000 claims description 4
- 238000012546 transfer Methods 0.000 description 15
- 238000010276 construction Methods 0.000 description 11
- 238000013461 design Methods 0.000 description 7
- 238000006073 displacement reaction Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 7
- 238000011161 development Methods 0.000 description 6
- 230000018109 developmental process Effects 0.000 description 6
- 239000000314 lubricant Substances 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 2
- 230000000295 complement effect Effects 0.000 description 2
- 230000001419 dependent effect Effects 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 230000001360 synchronised effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000001427 coherent effect Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000006735 deficit Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 230000001960 triggered effect Effects 0.000 description 1
- 230000036642 wellbeing Effects 0.000 description 1
Classifications
-
- 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
-
- 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
- E01D19/042—Mechanical bearings
- E01D19/047—Pot bearings
-
- 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
- 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
- E01D19/042—Mechanical bearings
Definitions
- the uniaxial guidance of the spherical bearing 114 is implemented by two horizontally lateral guide rails 126. These are each arranged next to the main sliding surface 122 on the side of the lower bearing part 112 in order to come into engagement with the sliding plate 120.
- any horizontal forces are absorbed transversely to the two lateral guide rails 126 and the axis of movement of the spherical bearing 110 is thereby defined.
- the sliding surfaces between the two lateral guide rails 126 and the sliding plate 120 are each formed vertically along the axis of movement. As a result of the vertical action of the horizontal forces on the sliding surfaces of the two guide rails 126, it is also possible to effectively absorb higher forces.
- the shape of a gable roof has the particular advantage that any accumulation of dirt and foreign bodies in the area of the main sliding surfaces can be largely avoided. This applies in particular in the area of the movement axis for the case when the first and second slide bearings are installed in the immediate vicinity, since the movement axis as the roof ridge represents the topmost point of the gable roof.
- FIG. 2 shows a perspective view of a uniaxially guided spherical bearing, as is known from the prior art and is described in the introductory part of this disclosure;
- the stop device 730A has a sliding device 732A in the form of a sliding strip, which guides the sliding plate 718A in a direction parallel to the axis of movement A.
- the lateral distance of the stop device 730A from the lower bearing part 716A and thus also from the slide plate 718A can be adjusted by means of an adjusting device. This is achieved here by a screw connection between the lower bearing part 716A and the stop device 730A.
- FIG. 14 shows a schematic side view of a building support system 700 according to the invention in accordance with a third embodiment.
- the structure support system 700 of the third embodiment corresponds essentially to the structure support system 700 of the second embodiment.
- the components with the same structure are not discussed further below.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Sliding-Contact Bearings (AREA)
- Bearings For Parts Moving Linearly (AREA)
- Machine Tool Units (AREA)
- Vibration Prevention Devices (AREA)
- Bridges Or Land Bridges (AREA)
- Support Of The Bearing (AREA)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102020201078.1A DE102020201078B4 (de) | 2020-01-29 | 2020-01-29 | Bauwerksgleitlager und Bauwerkslagerungssystem |
| PCT/EP2021/052079 WO2021152073A1 (de) | 2020-01-29 | 2021-01-29 | Bauwerksgleitlager und bauwerkslagerungssystem |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| EP4085171A1 true EP4085171A1 (de) | 2022-11-09 |
Family
ID=74494911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP21702651.7A Pending EP4085171A1 (de) | 2020-01-29 | 2021-01-29 | Bauwerksgleitlager und bauwerkslagerungssystem |
Country Status (13)
| Country | Link |
|---|---|
| US (1) | US20230349147A1 (zh) |
| EP (1) | EP4085171A1 (zh) |
| JP (1) | JP2023514977A (zh) |
| KR (1) | KR20220121874A (zh) |
| CN (1) | CN115279971A (zh) |
| AU (1) | AU2021212288A1 (zh) |
| BR (1) | BR112022014753A2 (zh) |
| CA (1) | CA3168706A1 (zh) |
| CL (1) | CL2022002041A1 (zh) |
| DE (1) | DE102020201078B4 (zh) |
| MX (1) | MX2022009283A (zh) |
| PE (1) | PE20221469A1 (zh) |
| WO (1) | WO2021152073A1 (zh) |
Family Cites Families (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1148983A (en) | 1966-07-05 | 1969-04-16 | Maclellan Rubber Ltd | Improvements in or relating to structural bearings |
| DE3517895A1 (de) * | 1985-05-17 | 1986-11-20 | Friedrich Maurer Söhne GmbH & Co KG, 8000 München | Kalottengleitlager |
| DE4039523C2 (de) * | 1990-12-11 | 1994-08-11 | Maurer Friedrich Soehne | Gleitlager für Bauwerke |
| FR2698400B1 (fr) | 1992-10-29 | 1995-03-03 | Sncf | "Dispositif parasismique" pour ouvrages de construction notamment pour ponts et plate-forme offshore. |
| DE10128362A1 (de) * | 2001-06-12 | 2002-12-19 | Maurer Friedrich Soehne | Lagersystem und Lager |
| KR100716088B1 (ko) | 2006-07-10 | 2007-05-08 | 주식회사 에스코알티에스 | 마찰을 이용한 수직진동 감쇠베어링 |
| AT509869B1 (de) | 2010-08-19 | 2011-12-15 | Reisner & Wolff Engineering Gmbh | Verfahren zum herstellen eines brückenlagers |
| WO2012169669A1 (en) | 2011-06-08 | 2012-12-13 | Cho, Yeoung Cheol | Elastic device and mechanism to control horizontal displacement utilizing a horizontal component of elastic force and bridge bearing using the same |
| CN203200650U (zh) | 2013-04-16 | 2013-09-18 | 株洲时代新材料科技股份有限公司 | V形导轨结构单向型支座 |
| KR101575743B1 (ko) | 2014-06-20 | 2015-12-11 | 한국철도공사 | 쐐기를 이용한 진동 저감장치 |
| CN108532451A (zh) * | 2018-06-06 | 2018-09-14 | 安徽尚德科技有限公司 | 一种v型滑道盆式橡胶支座 |
-
2020
- 2020-01-29 DE DE102020201078.1A patent/DE102020201078B4/de active Active
-
2021
- 2021-01-29 AU AU2021212288A patent/AU2021212288A1/en active Pending
- 2021-01-29 CN CN202180011527.2A patent/CN115279971A/zh active Pending
- 2021-01-29 JP JP2022545431A patent/JP2023514977A/ja active Pending
- 2021-01-29 EP EP21702651.7A patent/EP4085171A1/de active Pending
- 2021-01-29 US US17/796,526 patent/US20230349147A1/en active Pending
- 2021-01-29 PE PE2022001513A patent/PE20221469A1/es unknown
- 2021-01-29 CA CA3168706A patent/CA3168706A1/en active Pending
- 2021-01-29 MX MX2022009283A patent/MX2022009283A/es unknown
- 2021-01-29 BR BR112022014753A patent/BR112022014753A2/pt unknown
- 2021-01-29 KR KR1020227026786A patent/KR20220121874A/ko not_active Application Discontinuation
- 2021-01-29 WO PCT/EP2021/052079 patent/WO2021152073A1/de active Search and Examination
-
2022
- 2022-07-28 CL CL2022002041A patent/CL2022002041A1/es unknown
Also Published As
| Publication number | Publication date |
|---|---|
| AU2021212288A1 (en) | 2022-08-25 |
| WO2021152073A1 (de) | 2021-08-05 |
| MX2022009283A (es) | 2022-08-17 |
| PE20221469A1 (es) | 2022-09-22 |
| JP2023514977A (ja) | 2023-04-12 |
| KR20220121874A (ko) | 2022-09-01 |
| US20230349147A1 (en) | 2023-11-02 |
| DE102020201078B4 (de) | 2023-06-15 |
| CL2022002041A1 (es) | 2023-01-27 |
| CA3168706A1 (en) | 2021-08-05 |
| DE102020201078A1 (de) | 2021-07-29 |
| CN115279971A (zh) | 2022-11-01 |
| BR112022014753A2 (pt) | 2022-10-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP1915542B1 (de) | Hydrostatische profilschienenführung | |
| DE2642227B1 (de) | Klemmelement | |
| EP2435351B1 (de) | Tragmittelbefestigung in einer aufzugsanlage | |
| DE102007003331B4 (de) | Vorrichtung zur gelenkigen Anbindung einer Kupplungsstange an ein Fahrzeug | |
| DE102019208758A1 (de) | Vorrichtung für ein Schienenfahrzeug und Schienenfahrzeug | |
| DE8916127U1 (de) | Vorrichtung zur federnden Einspannung von Traversen einer Fahrbahnüberbrückungskonstruktion | |
| DE102006029255A1 (de) | Hydrostatisches Schwenklager | |
| DE102020201078B4 (de) | Bauwerksgleitlager und Bauwerkslagerungssystem | |
| DE10162162A1 (de) | Drehschwingungsdämpfer, insbesondere Zweimassenschwungrad | |
| EP3385462A1 (de) | Thermisch isolierendes bauelement | |
| DE102013100357A1 (de) | Vorrichtung zum kraftübertragenden Verbinden eines ersten tragenden Gebäudeteils mit einem zweiten getragenen Gebäudeteil | |
| AT509074B1 (de) | Bauwerklager | |
| DE102020201076B3 (de) | Übergangskonstruktion zur Überbrückung einer Bauwerksfuge | |
| DE10247621A1 (de) | Kuppelstange mit Richtgelenken in Eisenbahntragwageneinheiten | |
| EP0271690A1 (de) | Abstützung des Kastens eines Schienenfahrzeuges auf einem Drehgestell | |
| EP0338124A2 (de) | Fahrbahnübergang | |
| DE102022204542B3 (de) | Bauwerksgleitlager | |
| EP2295696A1 (de) | Sektionaltor | |
| EP3980600B1 (de) | Bauwerk | |
| DE102015010990B4 (de) | Aufhänge- oder Abstützvorrichtung für sich in vertikaler Richtung verschiebende Lasten, insbesondere Rohrleitungen und dergleichen | |
| EP4035911B1 (de) | Brücke für einen übergang zwischen zwei gelenkig miteinander verbundenen fahrzeugteilen | |
| DE202022002788U1 (de) | Bauwerksgleitlager | |
| EP3640406B1 (de) | Lagervorrichtung | |
| DE10244989B4 (de) | Ausgleichskonstruktion | |
| DE10125381A1 (de) | Lagerblock mit Stange |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: UNKNOWN |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE |
|
| 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 |
|
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE |
|
| 17P | Request for examination filed |
Effective date: 20220801 |
|
| AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
| DAV | Request for validation of the european patent (deleted) | ||
| DAX | Request for extension of the european patent (deleted) | ||
| STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: EXAMINATION IS IN PROGRESS |
|
| 17Q | First examination report despatched |
Effective date: 20240403 |