ES2571033T3 - Supports that act as energy dissipation devices - Google Patents
Supports that act as energy dissipation devicesInfo
- Publication number
- ES2571033T3 ES2571033T3 ES08749531T ES08749531T ES2571033T3 ES 2571033 T3 ES2571033 T3 ES 2571033T3 ES 08749531 T ES08749531 T ES 08749531T ES 08749531 T ES08749531 T ES 08749531T ES 2571033 T3 ES2571033 T3 ES 2571033T3
- Authority
- ES
- Spain
- Prior art keywords
- support
- base
- plane
- shock absorbers
- energy dissipation
- 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.)
- Active
Links
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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
- Bridges Or Land Bridges (AREA)
- Vibration Dampers (AREA)
Abstract
Un apoyo (10) que actúa como dispositivo de disipación de energía que incluye una base de zócalo de apoyo (20) paralela a un plano (X, Y) y una parte superior del apoyo que comprende una almohadilla de presión (50) y una cubierta del apoyo (40) que hace tope contra una superficie superior (52) de la almohadilla de presión (50) caracterizado por que la parte superior comprende una superficie inferior (35, 55) paralela al plano (X, Y) que puede moverse de modo deslizante en todas las direcciones sobre una superficie de deslizamiento (25) de la base del zócalo del apoyo (20) y en donde dicho apoyo (10) incluye dos amortiguadores metálicos (100) con forma de C que tienen dos extremos (105), estando un extremo articulado a la parte superior del apoyo y estando articulado el otro extremo a la base del zócalo del apoyo (20), disponiéndose los amortiguadores geométricamente de modo que definen un segmento ([-Ymax; Ymax]) de una primera dirección (Y) de dicho plano (X, Y) a lo largo del cual la parte superior del apoyo está adaptada para deslizarse sin provocar una deformación de los amortiguadores mientras que un deslizamiento de la parte superior del apoyo a lo largo de una segunda dirección (X) de dicho plano (X, Y) y perpendicular a la primera dirección provoca una deformación de los amortiguadores.A support (10) that acts as an energy dissipation device that includes a support socket base (20) parallel to a plane (X, Y) and an upper part of the support comprising a pressure pad (50) and a cover of the support (40) that abuts against an upper surface (52) of the pressure pad (50) characterized in that the upper part comprises a lower surface (35, 55) parallel to the plane (X, Y) that can move sliding in all directions on a sliding surface (25) of the base of the base of the support (20) and wherein said support (10) includes two metal shock absorbers (100) with a C-shape that have two ends (105 ), one end being articulated to the upper part of the support and the other end being articulated to the base of the support base (20), the shock absorbers being arranged geometrically so that they define a segment ([-Ymax; Ymax]) of a first direction (Y) of said plane (X, Y) along which the The upper part of the support is adapted to slide without causing a deformation of the shock absorbers, while a sliding of the upper part of the support along a second direction (X) of said plane (X, Y) and perpendicular to the first direction causes a deformation of the shock absorbers.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/EP2008/054301 WO2009124589A1 (en) | 2008-04-09 | 2008-04-09 | Bearings acting as energy dissipating devices |
Publications (1)
Publication Number | Publication Date |
---|---|
ES2571033T3 true ES2571033T3 (en) | 2016-05-23 |
Family
ID=40171460
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
ES08749531T Active ES2571033T3 (en) | 2008-04-09 | 2008-04-09 | Supports that act as energy dissipation devices |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2288753B1 (en) |
ES (1) | ES2571033T3 (en) |
WO (1) | WO2009124589A1 (en) |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101748686B (en) * | 2010-01-20 | 2015-04-08 | 中交第一公路勘察设计研究院有限公司 | Non-linear damping radiation vibration absorption and isolation support |
ITRM20110261A1 (en) * | 2011-05-26 | 2012-11-27 | Somma Srl | HIGH-ABSORPTION ENERGY CONSTRAINED DEVELOPMENT DEVICE MADE BY METALLIC MONOBLOCK PARTICULARLY SUITABLE FOR BRIDGES AND VIADUCTS |
CN103628586B (en) * | 2013-11-20 | 2015-10-14 | 大连理工大学 | A kind of magnetorheological half active tumbling-type quality pendulum damper |
CN110306426B (en) * | 2018-03-27 | 2020-10-02 | 同济大学 | Damping support with elastic-plastic structure |
EP3604678A1 (en) * | 2018-08-03 | 2020-02-05 | Soletanche Freyssinet | Seismic isolation bearing |
CN109252600B (en) * | 2018-11-01 | 2020-06-19 | 马鞍山楚锐科技信息咨询有限公司 | Multidirectional friction damper and building structure using same |
CN112813811B (en) * | 2021-03-29 | 2022-02-15 | 江南大学 | Energy-consumption self-resetting bridge vibration isolation support with large-displacement rotating shaft |
CN113914206A (en) * | 2021-10-28 | 2022-01-11 | 中南大学 | Combined energy-consumption limiting support |
CN113818339B (en) * | 2021-10-29 | 2022-11-18 | 同济大学 | Steel damping shock absorption anti-falling beam support |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA1178303A (en) * | 1981-11-18 | 1984-11-20 | Edward R. Fyfe | Aseismic bearing for bridge structures |
US4805359A (en) * | 1987-09-21 | 1989-02-21 | Takenaka Komuten Co., Ltd. | Method of applying floor vibration-damping work and vibration-damping floor device |
IT1236515B (en) * | 1989-10-06 | 1993-03-11 | Agostino Marioni | Energy-dissipating device with elasto-plastic behaviour, particularly for use in anti-seismic structures |
IT1271242B (en) * | 1994-10-04 | 1997-05-27 | Fip Ind | SUPPORTING DEVICE WITH SPHERICAL SHELL, ANTI-SCALOTING PARTICULARLY DESIGNED TO BIND BRIDGES, VIADUCTS, BUILDINGS AND SIMILAR |
IT1283147B1 (en) * | 1996-07-12 | 1998-04-07 | Fip Ind | MULTIDIRECTIONAL ANTI-SEISMIC MECHANICAL DEVICE WITH HYSTERETIC BEHAVIOR, PARTICULARLY SUITABLE FOR INSULATION AT THE BASE OF |
-
2008
- 2008-04-09 EP EP08749531.3A patent/EP2288753B1/en active Active
- 2008-04-09 WO PCT/EP2008/054301 patent/WO2009124589A1/en active Application Filing
- 2008-04-09 ES ES08749531T patent/ES2571033T3/en active Active
Also Published As
Publication number | Publication date |
---|---|
WO2009124589A1 (en) | 2009-10-15 |
EP2288753A1 (en) | 2011-03-02 |
EP2288753B1 (en) | 2016-03-30 |
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