CN106930182A - A kind of steel damping energy dissipation type ball shaped steel bearing - Google Patents
A kind of steel damping energy dissipation type ball shaped steel bearing Download PDFInfo
- Publication number
- CN106930182A CN106930182A CN201511007294.1A CN201511007294A CN106930182A CN 106930182 A CN106930182 A CN 106930182A CN 201511007294 A CN201511007294 A CN 201511007294A CN 106930182 A CN106930182 A CN 106930182A
- Authority
- CN
- China
- Prior art keywords
- wing
- base plate
- upper base
- steel
- edge
- 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
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
- E01D19/042—Mechanical bearings
- E01D19/046—Spherical 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention is suitable for a kind of steel damping energy dissipation type ball shaped steel bearing on bridge and building structure, including anchor rod, upper base plate, stainless steel plate, planar lasting board, spherical crown liner plate, spherical wearing plate, lower seat board, the lower seat board edge of a wing, the upper base plate edge of a wing and steel damping element, the upper base plate edge of a wing is fixedly connected with upper base plate, and downwardly projecting coordinate with lower seat board gap, the lower seat board surrounding or both sides are provided with the lower seat board edge of a wing, steel damping element is connected between the lower seat board edge of a wing and the upper base plate edge of a wing, upper base plate edge of a wing upper end is wide, lower end is narrow, it is inverted trapezoidal section, the inner edge in inverted trapezoidal section can be straight line or camber line.Using the present invention in addition to it can meet the normal service condition of bridge or building, when bearing earthquake displacement is larger, can dissipate seismic energy, can effectively protect bearing not to be damaged and come off, and protect bridge or structural safety.Simple structure, simple installation, for ease of maintenaince and change.
Description
Technical field
The present invention relates to bridge and building bearing field, more particularly, to a spherical bearing with power consumption function.
Background technology
Ball shaped steel bearing is one of important composition part in bridge and architectural engineering, its effect is that the various loads of bridge and building structure top are delivered on pier by ball shaped steel bearing, while ensureing bridge and the stress required by building structure, displacement and rotating to need.
Traditional ball shaped steel bearing only has pressure-bearing, displacement and rotating function, but without energy consumption effect, when earthquake produces larger horizontal force, support body can occur to destroy and cause its disabler, cause bridge structure to suffer damage, jeopardize people's life and property safety.On the other hand, in recent years, the increasing with country to infrastructure construction dynamics, bridge has obtained the development of high speed, the especially construction of high-speed railway bridge and city rail bridge with architectural engineering, and technical performance and function to spherical bearing propose requirement higher.In order to develop the ball shaped steel bearing with dissipation seismic energy, the present invention explores a kind of energy-dissipating type ball shaped steel bearing.Prior art, is mainly buffered and is consumed energy by rubber or friction pair, such as patent has the spherical bearing of power consumption friction pair（CN201581517U）, shock-proof damper ball type support base（CN2705494Y）, the entitled spherical bearing with power consumption friction pair（Publication No.：CN201581517U）, bearing has multiple friction pairs, and the coefficient of friction difference very little of each friction pair is difficult to ensure that power consumption friction pair can play one's part to the full；High-damping rubber is easily affected by environment, causes its hydraulic performance decline.Entitled shock-proof damper ball type support base（Publication No. CN2705494Y）It is squeezed power consumption only with high-damping rubber, energy consumption effect is still to be tested.
The content of the invention
The present invention is on the basis of existing ball shaped steel bearing, there is provided a kind of steel damping energy dissipation type ball shaped steel bearing, it is therefore intended that consumed energy using steel damping element, Energy Dissipation Mechanism is clear and definite, it is not easy to affected by environment, energy consumption effect is good.In addition to it can meet the normal service condition of bridge or building, bridle iron of the present invention can make steel damping element dissipation seismic energy when bearing earthquake displacement is larger, can effectively protect bearing not to be damaged and come off, and protect bridge or structural safety.
To reach above-mentioned purpose, the technical solution adopted by the present invention is as follows：A kind of steel damping energy dissipation type ball shaped steel bearing, including anchor rod, upper base plate, stainless steel plate, planar lasting board, spherical crown liner plate, spherical wearing plate, lower seat board, the lower seat board edge of a wing, the upper base plate edge of a wing and steel damping element, the upper base plate edge of a wing is fixedly connected and downwardly projecting with upper base plate, the lower seat board edge of a wing is fixedly connected and protruding upward with lower seat board, and steel damping element is connected between the lower seat board edge of a wing and the upper base plate edge of a wing.
Further, steel damping element is connected between lower seat board edge of a wing inner side and upper base plate edge of a wing outside by otic placode.
Further, steel damping element shape is c-type, semicircle type, circle, and steel damping element is elastoplasticity dissipative cell.
Further, with certain gap when steel damping element is connected with otic placode, to facilitate steel damping element to adapt to the normal displacement of bearing.
Further, steel damping element arrangement is single or multiple, is arranged to together with direction across bridge in bridge direction across bridge arrangement, or the vertical bridge of bridge.
Further, upper base plate edge of a wing upper end is wide, and lower end is narrow, is inverted trapezoidal section, and the inner edge in inverted trapezoidal section can be straight line or camber line.
Further, the upper base plate edge of a wing and seat of honour plate weld or global formation.
Further, the lower seat board edge of a wing is welded or global formation with lower seat board.
Further, anchor rod Surface Machining has the diagonal rib of projection, increases the cementation of anchor rod and concrete.
The present invention makes it have following advantage and beneficial effect due to using above structure：
1.）The effect of bearing bearing capacity over one's competence is reached by setting the inverted trapezoidal upper base plate edge of a wing and the lower seat board edge of a wing；
2.）The energy dissipation capacity of bearing is realized by being connected with steel damping element between the lower seat board edge of a wing and the upper base plate edge of a wing.During so as to protecting bridge to bear greater level power, support body will not be destroyed, and protection bridge structure exempts from damage and destroys.
Brief description of the drawings
Fig. 1 is the steel damping energy dissipation type ball shaped steel bearing structural representation of the embodiment of the present invention 1；
Fig. 2 is the schematic diagram that ball shaped steel bearing installs steel damping element；
Fig. 3 is enlarged drawing at I, steel damping element connection detail drawing.
Marked in figure：
1 is crab-bolt, and 2 is upper base plate, and 3 is stainless steel plate, and 4 is planar lasting board, and 5 is spherical crown liner plate, and 6 is spherical wearing plate, and 7 is lower seat board, and 8 is the lower seat board edge of a wing, and 9 is the upper base plate edge of a wing, and 10 is steel damping element, and 11 is the gap between steel damping element and otic placode.
Specific embodiment
Specific embodiment
One
A kind of energy-dissipating type spherical bearing provided by the present invention is described in further details below in conjunction with the accompanying drawings.
As shown in Figure 1, a kind of steel damping energy dissipation type ball shaped steel bearing, including anchor rod 1, upper base plate 2, stainless steel plate 3, planar lasting board 4, spherical crown liner plate 5, spherical wearing plate 6, lower seat board 7, the lower seat board edge of a wing 8, the upper base plate edge of a wing 9 and steel damping element 10, the upper base plate edge of a wing 9 is fixedly connected and downwardly projecting with upper base plate 2, the lower seat board edge of a wing 8 is fixedly connected and protruding upward with lower seat board 7, and steel damping element 10 is connected between the lower seat board edge of a wing 8 and the upper base plate edge of a wing 9.The steel damping element 10 is connected between the inner side of the lower seat board edge of a wing 8 and the outside of the upper base plate edge of a wing 9 by otic placode.Steel damping element shape is c-type elastoplasticity dissipative cell.With certain gap 11 when steel damping element is connected with otic placode, to facilitate steel damping element to adapt to the normal displacement of bearing.Steel damping element 10 arranges that each is disposed with one to together with direction across bridge in the vertical bridge of bridge.The upper end of the upper base plate edge of a wing 9 is wide, and lower end is narrow, is inverted trapezoidal section, and the inner edge in inverted trapezoidal section can be straight line, the upper base plate edge of a wing 9 and the global formation of upper base plate 2, the lower seat board edge of a wing 8 and the lower global formation of seat board 7.The Surface Machining of anchor rod 1 has the diagonal rib of projection, increases the cementation of anchor rod and concrete.
Specific embodiment two
As shown in Figure 2, a kind of steel damping energy dissipation type ball shaped steel bearing, including anchor rod 1, upper base plate 2, stainless steel plate 3, planar lasting board 4, spherical crown liner plate 5, spherical wearing plate 6, lower seat board 7, the lower seat board edge of a wing 8, the upper base plate edge of a wing 9 and steel damping element 10, the upper base plate edge of a wing 9 is fixedly connected and downwardly projecting with upper base plate 2, the lower seat board edge of a wing 8 is fixedly connected and protruding upward with lower seat board 7, and steel damping element 10 is connected between the lower seat board edge of a wing 8 and the upper base plate edge of a wing 9.The steel damping element 10 is connected between the inner side of the lower seat board edge of a wing 8 and the outside of the upper base plate edge of a wing 9 by otic placode.Steel damping element shape is semicircle type elastoplasticity dissipative cell.With certain gap 11 when steel damping element is connected with otic placode, to facilitate steel damping element to adapt to the normal displacement of bearing.Steel damping element 10 arranges that each is disposed with two to together with direction across bridge in the vertical bridge of bridge.The square-section of the upper base plate edge of a wing 9, the upper base plate edge of a wing 9 and the global formation of upper base plate 2, the lower seat board edge of a wing 8 and the lower global formation of seat board 7.The Surface Machining of anchor rod 1 has the diagonal rib of projection, increases the cementation of anchor rod and concrete.
The technical scheme of the embodiment of the present invention is completely described above in association with accompanying drawing, it is necessary to what is illustrated is that described embodiment is only a part of embodiment of the invention.For a person skilled in the art, the present invention can have various modifications and variations.All any modification, equivalent substitution and improvements within the spirit and principles in the present invention, made etc., should be included within the scope of the present invention.
Claims (9)
1. a kind of steel damping energy dissipation type ball shaped steel bearing, including anchor rod（1）, upper base plate（2）, stainless steel plate（3）, planar lasting board（4）, spherical crown liner plate（5）, spherical wearing plate（6）, lower seat board（7）, the lower seat board edge of a wing（8）, the upper base plate edge of a wing（9）And steel damping element（10）, the upper base plate edge of a wing（9）With upper base plate（2）It is fixedly connected and downwardly projecting, the lower seat board edge of a wing（8）With lower seat board（7）It is fixedly connected and protruding upward, it is characterised in that：The lower seat board edge of a wing（8）With the upper base plate edge of a wing（9）Between be connected with steel damping element（10）.
2. a kind of steel damping energy dissipation type ball shaped steel bearing according to claim 1, it is characterised in that the steel damping element（10）The lower seat board edge of a wing is connected to by otic placode（8）Inner side and the upper base plate edge of a wing（9）Between outside.
3. a kind of steel damping energy dissipation type ball shaped steel bearing according to claim 1 and 2, it is characterised in that the steel damping element shape is c-type, semicircle type, circle, steel damping element is elastoplasticity dissipative cell.
4. a kind of steel damping energy dissipation type ball shaped steel bearing according to claim 1 and 2, it is characterised in that with certain gap when the steel damping element is connected with otic placode（11）, to facilitate steel damping element to adapt to the normal displacement of bearing.
5. a kind of steel damping energy dissipation type ball shaped steel bearing according to claim 1 and 2, it is characterised in that the steel damping element（10）Arrangement is single or multiple, is arranged to together with direction across bridge in bridge direction across bridge arrangement, or the vertical bridge of bridge.
6. a kind of steel damping energy dissipation type ball shaped steel bearing according to claim 1, it is characterised in that the upper base plate edge of a wing（9）Upper end is wide, and lower end is narrow, is inverted trapezoidal section, and the inner edge in inverted trapezoidal section can be straight line or camber line.
7. a kind of steel damping energy dissipation type ball shaped steel bearing according to claim 1, it is characterised in that the upper base plate edge of a wing（9）With upper base plate（2）Welding or global formation.
8. a kind of steel damping energy dissipation type ball shaped steel bearing according to claim 1, it is characterised in that the lower seat board edge of a wing（8）With lower seat board（7）Welding or global formation.
9. a kind of steel damping energy dissipation type ball shaped steel bearing according to claim 1, it is characterised in that the anchor rod（1）Surface Machining has the diagonal rib of projection, increases the cementation of anchor rod and concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511007294.1A CN106930182B (en) | 2015-12-30 | 2015-12-30 | steel damping energy-dissipation type spherical steel support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511007294.1A CN106930182B (en) | 2015-12-30 | 2015-12-30 | steel damping energy-dissipation type spherical steel support |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106930182A true CN106930182A (en) | 2017-07-07 |
| CN106930182B CN106930182B (en) | 2020-01-31 |
Family
ID=59457448
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511007294.1A Active CN106930182B (en) | 2015-12-30 | 2015-12-30 | steel damping energy-dissipation type spherical steel support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106930182B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107815962A (en) * | 2017-12-20 | 2018-03-20 | 株洲时代新材料科技股份有限公司 | A kind of bridge damping bearing and damping method |
| CN108797326A (en) * | 2018-06-29 | 2018-11-13 | 张晓强 | A kind of horizontal shock-absorbing device for bridge |
| CN111576191A (en) * | 2020-05-28 | 2020-08-25 | 湖南万润建设科技有限公司 | Beam falling prevention device |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1836404B1 (en) * | 2005-12-16 | 2009-03-11 | Maurer Söhne Engineering GmbH & Co. KG | Friction pendulum bearing |
| CN201901843U (en) * | 2010-12-20 | 2011-07-20 | 李晓东 | Pulling-resistant type triple-friction swinging type shock insulation support |
| CN202519577U (en) * | 2011-12-20 | 2012-11-07 | 同济大学 | Bridge cable earthquake-reducing limiter |
| CN204162994U (en) * | 2014-09-25 | 2015-02-18 | 同济大学 | Arc-shaped steel damping ball steel support |
| CN104404865A (en) * | 2014-11-26 | 2015-03-11 | 成都市新筑路桥机械股份有限公司 | U-shaped damper bearing type vibration absorbing structure |
| CN204401450U (en) * | 2014-12-30 | 2015-06-17 | 上海浦东建筑设计研究院有限公司 | A kind of bridge ball steel and laminated rubber combined earthquake-resistant bearing |
-
2015
- 2015-12-30 CN CN201511007294.1A patent/CN106930182B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1836404B1 (en) * | 2005-12-16 | 2009-03-11 | Maurer Söhne Engineering GmbH & Co. KG | Friction pendulum bearing |
| CN201901843U (en) * | 2010-12-20 | 2011-07-20 | 李晓东 | Pulling-resistant type triple-friction swinging type shock insulation support |
| CN202519577U (en) * | 2011-12-20 | 2012-11-07 | 同济大学 | Bridge cable earthquake-reducing limiter |
| CN204162994U (en) * | 2014-09-25 | 2015-02-18 | 同济大学 | Arc-shaped steel damping ball steel support |
| CN104404865A (en) * | 2014-11-26 | 2015-03-11 | 成都市新筑路桥机械股份有限公司 | U-shaped damper bearing type vibration absorbing structure |
| CN204401450U (en) * | 2014-12-30 | 2015-06-17 | 上海浦东建筑设计研究院有限公司 | A kind of bridge ball steel and laminated rubber combined earthquake-resistant bearing |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107815962A (en) * | 2017-12-20 | 2018-03-20 | 株洲时代新材料科技股份有限公司 | A kind of bridge damping bearing and damping method |
| CN108797326A (en) * | 2018-06-29 | 2018-11-13 | 张晓强 | A kind of horizontal shock-absorbing device for bridge |
| CN111576191A (en) * | 2020-05-28 | 2020-08-25 | 湖南万润建设科技有限公司 | Beam falling prevention device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106930182B (en) | 2020-01-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105755953B (en) | Triple friction pendulum supports | |
| CN105239501B (en) | Anti-pulling high-damping rubber shock isolating pedestal | |
| CN103966946B (en) | The spring-rubber of bridge subtracts shock isolation system | |
| CN107447644B (en) | Seismic isolation and reduction system for large-span bridge | |
| CN103088933A (en) | Collaborative energy dissipation anti-buckling supporting construction member with major earthquake protection function | |
| CN106930182A (en) | A kind of steel damping energy dissipation type ball shaped steel bearing | |
| CN204000587U (en) | New city viaduct Horizontal Seismic system | |
| CN203593946U (en) | Damping type beam falling preventing device | |
| CN106284061A (en) | A kind of change type friction pendulum damper bearing | |
| CN201362820Y (en) | Fixed support for shock absorption and isolation of bridge | |
| CN205501804U (en) | Two limbs are friction energy dissipation shock attenuation binder for pier | |
| CN206512595U (en) | A kind of road and bridge bearing | |
| CN207812265U (en) | A kind of connection structure of damping tenon | |
| CN109555009A (en) | A kind of support and beam body seismic isolation and reduction structure system and its application | |
| CN204456446U (en) | A kind of subway station Self-resetting foot joint | |
| CN104846736A (en) | Steel damping limiting unidirectional moving pot type rubber support seat | |
| CN106894331A (en) | A kind of spacing bearing of the power consumption for carrying Viscous fluid damper | |
| CN204676414U (en) | The movable pot rubber bearing of a kind of steel damping spacing one-way | |
| CN203247501U (en) | Energy dissipation seismic mitigation and absorption pot bearing | |
| CN204162994U (en) | Arc-shaped steel damping ball steel support | |
| CN205776862U (en) | buckling-restrained shearing type damper | |
| CN203716299U (en) | Bilaterally-sliding wave-shaped elastic-plastic steel damping basin type rubber support | |
| CN105256717B (en) | Track traffic superelevation horizontal force high-durability spherical bearing | |
| CN204676413U (en) | The movable pot rubber bearing of a kind of high-damping rubber ring spacing one-way | |
| CN106351118A (en) | Earthquake isolation and reduction structure and earthquake reduction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |