EP0694652A1 - Vorrichtung zur Kraftübertragung in Bauwerken - Google Patents
Vorrichtung zur Kraftübertragung in Bauwerken Download PDFInfo
- Publication number
- EP0694652A1 EP0694652A1 EP95401771A EP95401771A EP0694652A1 EP 0694652 A1 EP0694652 A1 EP 0694652A1 EP 95401771 A EP95401771 A EP 95401771A EP 95401771 A EP95401771 A EP 95401771A EP 0694652 A1 EP0694652 A1 EP 0694652A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- bar
- axially
- piston
- rigid
- jaws
- 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
- 238000010276 construction Methods 0.000 title abstract description 3
- 238000004873 anchoring Methods 0.000 claims abstract description 43
- 230000035939 shock Effects 0.000 claims abstract description 6
- 230000005540 biological transmission Effects 0.000 claims description 31
- 230000006835 compression Effects 0.000 claims description 10
- 238000007906 compression Methods 0.000 claims description 10
- 238000006073 displacement reaction Methods 0.000 claims description 9
- 238000007667 floating Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 6
- 239000006096 absorbing agent Substances 0.000 claims description 3
- 125000006850 spacer group Chemical group 0.000 claims description 3
- 239000007787 solid Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 235000011837 pasties Nutrition 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 240000000018 Gnetum gnemon Species 0.000 description 1
- 235000008612 Gnetum gnemon Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 240000008042 Zea mays Species 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000000056 organ Anatomy 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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
-
- 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
- E04H9/0235—Anti-seismic devices with hydraulic or pneumatic damping
Definitions
- Bar 4 can be made of steel, and it may have a circular section having a diameter which may range for example from 30 mm to 150 mm or more, depending on the forces which it may have to take up.
- Two rigid cylindrical tubes 12, 13, made of solid sheet metal, are screwed onto the first anchoring block 7 on either side of the fixing plate 6, each of these rigid tubes supporting a guide ring, respectively 14a, 14b, which is crossed by the bar 4 and which guides this bar in axial sliding.
- the guide rings 14a, 14b are arranged axially on either side of the abutment rings 15, 16.
- the guide ring 14b represents the front end of the receiving assembly 5, and it preferably consists of a solid plate pierced only with an orifice to receive the bar 4. The ring 14b thus prevents any penetration of foreign bodies in the receiving assembly 5, and any interference between the stop ring 16 and an external element.
- a rigid protective cover 25 is fixed to the rear end of the tube 12, for example by screwing, this protective cover having a solid cylindrical side wall and also a solid bottom, so as to protect the sets of pistons and pots cylindrical 19, 20 and the piston rods 18.
- the bar 4 is therefore immediately secured to the receiving assembly 5, and this very effectively.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Fluid-Damping Devices (AREA)
- Load-Engaging Elements For Cranes (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Dampers (AREA)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR9409470A FR2723111B1 (fr) | 1994-07-29 | 1994-07-29 | Perfectionnements aux dispositifs de transmission d'efforts pour ouvrages de genie civil |
| FR9409470 | 1994-07-29 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0694652A1 true EP0694652A1 (de) | 1996-01-31 |
| EP0694652B1 EP0694652B1 (de) | 1998-09-02 |
Family
ID=9465919
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP95401771A Expired - Lifetime EP0694652B1 (de) | 1994-07-29 | 1995-07-26 | Vorrichtung zur Kraftübertragung in Bauwerken |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP0694652B1 (de) |
| KR (1) | KR100371695B1 (de) |
| ES (1) | ES2121311T3 (de) |
| FR (1) | FR2723111B1 (de) |
| TW (1) | TW289777B (de) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1031680A1 (de) * | 1999-02-26 | 2000-08-30 | Campenon Bernard SGE | Gelenkige paraseismische elastoplastische Vorrichtung für Hoch- und Tiefbau und Brücke mit einer derartigen Vorrichtung |
| KR100476439B1 (ko) * | 2002-03-12 | 2005-03-16 | 박대원 | 건축 구조물용 내진장치 |
| ITMI20111607A1 (it) * | 2011-09-07 | 2013-03-08 | Alga Spa | Supporto rigido collassabile per strutture edilizie e simili |
| CN115613448A (zh) * | 2022-10-17 | 2023-01-17 | 左权县交通运输局 | 一种桥梁支座的伸缩式锚固装置 |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102304893B (zh) * | 2011-07-01 | 2013-08-21 | 株洲时代新材料科技股份有限公司 | 一种活塞式桥梁缓冲保护方法及装置和制作方法 |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2544432A1 (fr) * | 1982-11-09 | 1984-10-19 | Dragages Travaux Publics | Verin parasismique pour structure elastiquement appuyee |
| FR2549114A1 (fr) * | 1983-07-13 | 1985-01-18 | Vibrachoc Sa | Dispositif d'absorption d'energie, notamment pour ponts |
-
1994
- 1994-07-29 FR FR9409470A patent/FR2723111B1/fr not_active Expired - Lifetime
-
1995
- 1995-07-26 ES ES95401771T patent/ES2121311T3/es not_active Expired - Lifetime
- 1995-07-26 EP EP95401771A patent/EP0694652B1/de not_active Expired - Lifetime
- 1995-07-29 KR KR1019950023107A patent/KR100371695B1/ko not_active Expired - Fee Related
- 1995-08-14 TW TW084108450A patent/TW289777B/zh not_active IP Right Cessation
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2544432A1 (fr) * | 1982-11-09 | 1984-10-19 | Dragages Travaux Publics | Verin parasismique pour structure elastiquement appuyee |
| FR2549114A1 (fr) * | 1983-07-13 | 1985-01-18 | Vibrachoc Sa | Dispositif d'absorption d'energie, notamment pour ponts |
Non-Patent Citations (1)
| Title |
|---|
| PRITCHARD, CONSTRUCTION REPAIR, vol. 3, no. 8, LONDON GB, pages 17 - 20 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1031680A1 (de) * | 1999-02-26 | 2000-08-30 | Campenon Bernard SGE | Gelenkige paraseismische elastoplastische Vorrichtung für Hoch- und Tiefbau und Brücke mit einer derartigen Vorrichtung |
| KR100476439B1 (ko) * | 2002-03-12 | 2005-03-16 | 박대원 | 건축 구조물용 내진장치 |
| ITMI20111607A1 (it) * | 2011-09-07 | 2013-03-08 | Alga Spa | Supporto rigido collassabile per strutture edilizie e simili |
| CN115613448A (zh) * | 2022-10-17 | 2023-01-17 | 左权县交通运输局 | 一种桥梁支座的伸缩式锚固装置 |
Also Published As
| Publication number | Publication date |
|---|---|
| KR100371695B1 (ko) | 2003-04-21 |
| EP0694652B1 (de) | 1998-09-02 |
| ES2121311T3 (es) | 1998-11-16 |
| FR2723111B1 (fr) | 1996-10-18 |
| TW289777B (de) | 1996-11-01 |
| FR2723111A1 (fr) | 1996-02-02 |
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