CN204825622U - Elastoplasticity steel damping benzvalene form support is pulled out to tensile - Google Patents
Elastoplasticity steel damping benzvalene form support is pulled out to tensile Download PDFInfo
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- CN204825622U CN204825622U CN201520553379.9U CN201520553379U CN204825622U CN 204825622 U CN204825622 U CN 204825622U CN 201520553379 U CN201520553379 U CN 201520553379U CN 204825622 U CN204825622 U CN 204825622U
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Abstract
The utility model provides an elastoplasticity steel damping benzvalene form support is pulled out to tensile relates to bridge, building engineering field, pull out board (9), steel damping element (10), stopper (11), shear pin (12), connecting bolt (13), connecting pin roll (14), go up horizontal spacing piece (15), the shear pin that improves level (16) including lower sliding plate subassembly (1), the end basin subassembly (2), copper ring (3), block rubber (4), plane antifriction plate (5), piston assembly (6), last sliding plate subassembly (7), cushion rubber pad (8), tensile. An elastoplasticity steel damping benzvalene form support is pulled out to tensile, except that all functions that have general benzvalene form support, have in addition the tensile pull out can the reinforce, reliability height, damping stable performance, installation change advantage such as simple and convenient, can provide good support, subtract the shock insulation efficiency for bridge, building structure.
Description
Technical field
The utility model relates to bridge, building engineering field, particularly relates to a kind of anti-pulling elastoplasticity steel damping pot bearing.
Background technology
Bridge, as important social infrastructure, has the advantages that investment is large, public character is strong, maintenance management is difficult.Bridge is again an important component part in Seismic Resistance And Disaster Reduction management system simultaneously, and the anti-seismic performance improving bridge is one of seismic losses mitigation, the most important basic measures of reinforced region safety.Along with international seismic isolation design ideological trend, since the new century, with " every " generation " resists ", with the seismic isolation design technical concept of " soft " gram " just " accept by numerous projectors.
In the more coastal area of hurricane, high intensity Zone builds bridge and municipal bend bridge, and owing to being subject to the effect such as Cross Wind Force, Vertical Seismic Load, girder construction will be subject to tilting moment effect and occur that the strong point comes to nothing or the effect of tension power.Bridge pad, except meeting supporting capacity, displacement and rotation, application life, subtracting except the requirement of the aspect such as shock insulation, reliability, also should meet the requirement to vertical anti-pulling ability.Present stage, shortcoming is compared in the research both at home and abroad for the vibration absorption and isolation support with anti-pulling function.Existing rubber-like anti-pulling vibration absorption and isolation support, friction class anti-pulling vibration absorption and isolation support also exist the problems such as tension pull out force is not enough, damping capacity reduces along with pressure reduction or lose, space structures is huge.
Utility model content
The purpose of this utility model is as providing bridge, construction work provides that a kind of anti-pulling ability is strong, reliability is high, damping capacity is stablized and the anti-pulling vibration absorption and isolation support of compact conformation, and low cost of manufacture, the operation such as installation, replacing is very easy, can well for bridge, construction work raising shock resistance provide a kind of good technical scheme.
Technical problem to be solved in the utility model realizes by the following technical solutions:
A kind of anti-pulling elastoplasticity steel damping pot bearing, is characterized in that: comprise lower slider board component (1), end basin assembly (2), copper ring (3), block rubber (4), planar lasting board (5), piston component (6), upper sliding plate assembly (7), buffer rubber gasket (8), anti-pulling plate (9), steel damping element (10), limited block (11), shear pin (12), connecting bolt (13), connect bearing pin (14), upper Horizontal limiting block (15), upper horizontal shear pin (16);
Basin assembly of the described end (2), copper ring (3), block rubber (4), planar lasting board (5) and piston component (6) form support body structure, realize bearing vertically to carry, the transmission of corner displacement and horizontal force, described piston component (6) and block rubber (4) are arranged at the inner bottom part of end basin assembly (2), described block rubber (4) is arranged on piston component (6) lower end, described planar lasting board (5) is separately positioned on the upper end of piston component (6) and the lower end of end basin assembly (2), described copper ring (3) is arranged between block rubber (4) and piston component (6),
The outward extending extension limit that described lower slider board component (1) is arranged by " U " type groove and end basin assembly (2) lower end forms drawing-resisting device one, the vertical relative displacement between restriction lower slider board component (1) and end basin assembly (2);
The outward extending extension limit that described upper sliding plate assembly (7) is arranged by " U " type groove and piston component (6) upper end forms drawing-resisting device two, the vertical relative displacement between restriction upper sliding plate assembly (7) and piston component (6);
The outward extending extension limit that described piston component (6) lower end is arranged extends to the below of anti-pulling plate (9), filling buffer rubber gasket (8) between the upper surface on this extension limit and the soffit of anti-pulling plate (9), and anti-pulling plate (9) is fixed on end basin assembly (2) upper formation drawing-resisting device three, the vertical relative displacement between restriction end basin assembly (2) and piston component (6);
Described steel damping element (10) is connected to lower slider board component (1) and support body by connecting bearing pin (14), between upper sliding plate assembly (7) and support body, forms steel damping energy dissipation device;
Described lower Horizontal limiting block (11) is fixed on lower slider board component (1) by lower horizontal shear pin (12), forms Compact Mounts; Described upper Horizontal limiting block (15) is fixed on upper sliding plate assembly (7) by upper horizontal shear pin (16), forms Compact Mounts.
Further, described lower slider board component (1) and support body, between upper sliding plate assembly (7) and support body, rear formation horizontal slip pair is cut off lower horizontal shear pin (12) and upper horizontal shear pin (16), realize lower slider board component (1), vertical bearing capacity, horizontal bearing capacity between upper sliding plate assembly (7) and support body structure, and the Bidirectional slide of orthogonal horizontal.
Further, described anti-pulling plate (9) is by connecting bolt (13) or be fixedly welded on end basin assembly (2).
Further, described anti-pulling plate (9) has steel damping element (10) installation connecting hole.
Described steel damping element (10) is the bending class steel damping element such as " waveform ", " E " type, " C " type, preferred Wave shape spring plasticity steel damping element.
Buffer rubber gasket clearance filled between extension limit upper surface and anti-pulling plate soffit, when Bearing Seat Force state has pressurized to be transformed into tension, can play drawing cushioning effect.
Described elastoplasticity steel damping element, by self elastic deformation energy storage and plastic deformation energy dissipation, realizes this steel damping energy dissipation device and subtracts shock insulation function to the level between upper and lower connecting elements.
Further, only a direction arranges stopping means and the steel damping connecting hole in this direction is improved to chute-type, is applicable as one-way slide type anti-pulling elastoplasticity steel damping pot bearing.
Further, stopping means be set at two orthogonal directions and steel damping connecting hole is improved to chute-type, being applicable as bi-directional sliding-type anti-pulling elastoplasticity steel damping pot bearing.
The beneficial effects of the utility model are:
A kind of anti-pulling elastoplasticity steel damping pot bearing described in the utility model, except all functions with Universal basin-type support, and have that anti-pulling ability is strong, reliability is high, damping capacity is stable, install and change the advantages such as easy, good support can be provided, subtract shock insulation effect for bridge, building structure.
Accompanying drawing explanation
Fig. 1 is the three-dimensional shaft view of the utility model embodiment;
Fig. 2 is 1/4 sectional view of the utility model embodiment;
Fig. 3 is that the master of the utility model embodiment looks half sectional view;
Fig. 4 is that half sectional view is looked on a left side for the utility model embodiment.
Description of reference numerals: 1, lower slider board component; 2, end basin assembly; 3, copper ring; 4, block rubber; 5, planar lasting board; 6, piston component; 7, upper sliding plate assembly; 8, buffer rubber gasket; 9, anti-pulling plate; 10, steel damping element; 11, lower Horizontal limiting block; 12, lower horizontal shear pin; 13, connecting bolt; 14, bearing pin is connected; 15, upper Horizontal limiting block; 16, upper horizontal shear pin.
Detailed description of the invention
The technological means realized to make the utility model, creation characteristic, reach object and effect is easy to understand, below in conjunction with specific embodiments and the drawings, further elaboration the utility model, but following embodiment is only preferred embodiment of the present utility model, and not all.Based on the embodiment in embodiment, those skilled in the art under the prerequisite not making creative work obtain other embodiment, all belong to protection scope of the present invention.
As Figure 1-4, a kind of anti-pulling elastoplasticity steel damping pot bearing, comprises lower slider board component 1, end basin assembly 2, copper ring 3, block rubber 4, planar lasting board 5, piston component 6, upper sliding plate assembly 7, buffer rubber gasket 8, anti-pulling plate 9, steel damping element 10, limited block 11, shear pin 12, connecting bolt 13, connects bearing pin 14, upper Horizontal limiting block 15, upper horizontal shear pin 16; End basin assembly 2, copper ring 3, block rubber 4, planar lasting board 5 form support body structure with piston component 6, realize that bearing vertically carries, the transmission of corner displacement and horizontal force, piston component 6 and block rubber 4 are arranged at the inner bottom part of end basin assembly 2, described block rubber 4 is arranged on piston component 6 lower end, described planar lasting board 5 is separately positioned on the upper end of piston component 6 and the lower end of end basin assembly 2, and copper ring 3 is arranged between block rubber 4 and piston component 6; The outward extending extension limit that lower slider board component 1 is arranged by " U " type groove and end basin assembly 2 lower end forms drawing-resisting device one, the vertical relative displacement between restriction lower slider board component 1 and end basin assembly 2; The outward extending extension limit that upper sliding plate assembly 7 is arranged by " U " type groove and piston component 6 upper end forms drawing-resisting device two, the vertical relative displacement between restriction upper sliding plate assembly 7 and piston component 6; The outward extending extension limit that piston component 6 lower end is arranged extends to the below of anti-pulling plate 9, filling buffer rubber gasket 8 between the upper surface on this extension limit and the soffit of anti-pulling plate 9, and anti-pulling plate 9 is fixed on end basin assembly 2 and forms drawing-resisting device three, the vertical relative displacement between restriction end basin assembly 2 and piston component 6; Steel damping element 10 is connected to lower slider board component 1 and support body by connecting bearing pin 14, between upper sliding plate assembly 7 and support body, forms steel damping energy dissipation device; Lower Horizontal limiting block 11 is fixed on lower slider board component 1 by lower horizontal shear pin 12, forms Compact Mounts; Upper Horizontal limiting block 15 is fixed on upper sliding plate assembly 7 by upper horizontal shear pin 16, forms Compact Mounts.
In use, its operating principle is as follows respectively for the utility model:
Slide up and down plate to be fixedly connected with the agent structure of bridge, construction work, load-carrying members respectively, can the mode such as with bolts, welding realize.
The extension limit that lower slider board component is arranged by " U " type groove and basin assembly lower end, the end forms drawing-resisting device one, the extension limit that upper sliding plate assembly is arranged by " U " type groove and piston component upper end forms drawing-resisting device two, the extension limit that piston component lower end is arranged extends to the below of anti-pulling plate, and clearance filled buffer rubber gasket between this extension limit upper surface and anti-pulling plate soffit, and anti-pulling plate is fixed on end basin assembly formation drawing-resisting device three, by the buffer rubber gasket of the overall vertical filling between relative displacement extension limit upper surface and anti-pulling plate soffit of the restriction bearing of three groups of drawing-resisting devices, there is following effect: 1. in seat structure tension and compression stress conversion process, play cushioning effect, seat structure internal impact phenomenon is avoided to occur, 2. the viscoelastic property of rubber pad self is conducive to topple swing and the vertical motion that control bridge, construction work agent structure.
Under routine work load and the effect of common earthquake power, horizontal applied force is less than the shear strength of support shearing force pin, and bearing overall structure is in elastic state, is played the effect of fixed bearing by the Compact Mounts arranged.
Under the effect of rarely occurred earthquake power, horizontal applied force is greater than the shear strength of support shearing force pin, and shear pin structure is cut off is dissipated part seismic energy; Now, Compact Mounts destroys, and support body structure relatively slides up and down board component and starts to slide, and plays function of shock insulation; Steel damping element starts distortion, just produces damping energy dissipation, i.e. cushioning effect when distortion enters the steel plastic yielding stage; Under the double action of vertical load and side direction horizontal power, horizontal slip friction pair slides and produces certain frictional force, possesses the function of friction energy-dissipating.
Because the utility model adopts displacement type elastoplasticity steel damping structure, the change of bearing vertical force can not have an impact to horizontal steel damping hysteretic energy performance.
More than show and describe general principle of the present utility model, principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; what describe in above-described embodiment and manual is only preference of the present utility model; be not used for limiting the utility model; under the prerequisite not departing from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (4)
1. an anti-pulling elastoplasticity steel damping pot bearing, it is characterized in that: comprise lower slider board component (1), end basin assembly (2), copper ring (3), block rubber (4), planar lasting board (5), piston component (6), upper sliding plate assembly (7), buffer rubber gasket (8), anti-pulling plate (9), steel damping element (10), lower Horizontal limiting block (11), lower horizontal shear pin (12), connecting bolt (13), connect bearing pin (14), upper Horizontal limiting block (15), upper horizontal shear pin (16),
Basin assembly of the described end (2), copper ring (3), block rubber (4), planar lasting board (5) and piston component (6) form support body structure, realize bearing vertically to carry, the transmission of corner displacement and horizontal force, described piston component (6) and block rubber (4) are arranged at the inner bottom part of end basin assembly (2), described block rubber (4) is arranged on piston component (6) lower end, described planar lasting board (5) is separately positioned on the upper end of piston component (6) and the lower end of end basin assembly (2), described copper ring (3) is arranged between block rubber (4) and piston component (6),
The outward extending extension limit that described lower slider board component (1) is arranged by " U " type groove and end basin assembly (2) lower end forms drawing-resisting device one, the vertical relative displacement between restriction lower slider board component (1) and end basin assembly (2);
The outward extending extension limit that described upper sliding plate assembly (7) is arranged by " U " type groove and piston component (6) upper end forms drawing-resisting device two, the vertical relative displacement between restriction upper sliding plate assembly (7) and piston component (6);
The outward extending extension limit that described piston component (6) lower end is arranged extends to the below of anti-pulling plate (9), filling buffer rubber gasket (8) between the upper surface on this extension limit and the soffit of anti-pulling plate (9), and anti-pulling plate (9) is fixed on end basin assembly (2) upper formation drawing-resisting device three, the vertical relative displacement between restriction end basin assembly (2) and piston component (6);
Described steel damping element (10) is connected to lower slider board component (1) and support body by connecting bearing pin (14), between upper sliding plate assembly (7) and support body, forms steel damping energy dissipation device;
Described lower Horizontal limiting block (11) is fixed on lower slider board component (1) by lower horizontal shear pin (12), forms Compact Mounts; Described upper Horizontal limiting block (15) is fixed on upper sliding plate assembly (7) by upper horizontal shear pin (16), forms Compact Mounts.
2. anti-pulling elastoplasticity steel damping pot bearing according to claim 1, it is characterized in that: described lower slider board component (1) and support body, between upper sliding plate assembly (7) and support body, rear formation horizontal slip pair is cut off lower horizontal shear pin (12) and upper horizontal shear pin (16), realize lower slider board component (1), vertical bearing capacity, horizontal bearing capacity between upper sliding plate assembly (7) and support body structure, and the Bidirectional slide of orthogonal horizontal.
3. anti-pulling elastoplasticity steel damping pot bearing according to claim 1, is characterized in that: described anti-pulling plate (9) is by connecting bolt (13) or be fixedly welded on end basin assembly (2).
4. anti-pulling elastoplasticity steel damping pot bearing according to claim 1, is characterized in that: described anti-pulling plate (9) has steel damping element (10) and installs connecting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520553379.9U CN204825622U (en) | 2015-07-22 | 2015-07-22 | Elastoplasticity steel damping benzvalene form support is pulled out to tensile |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520553379.9U CN204825622U (en) | 2015-07-22 | 2015-07-22 | Elastoplasticity steel damping benzvalene form support is pulled out to tensile |
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| CN204825622U true CN204825622U (en) | 2015-12-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520553379.9U Active CN204825622U (en) | 2015-07-22 | 2015-07-22 | Elastoplasticity steel damping benzvalene form support is pulled out to tensile |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714675A (en) * | 2016-04-28 | 2016-06-29 | 上海市城市建设设计研究总院 | Shock absorption and insulation support for bridge |
| CN105821761A (en) * | 2016-05-31 | 2016-08-03 | 无锡圣丰建筑新材料有限公司 | Self-replaced type shock isolation rubber support |
| CN107012786A (en) * | 2016-01-27 | 2017-08-04 | 株洲时代新材料科技股份有限公司 | A kind of damping friction bearing |
| CN107268431A (en) * | 2017-08-17 | 2017-10-20 | 四川大学 | Self-resetting frictional damping shock mount and damping bridge |
| CN107761551A (en) * | 2016-08-18 | 2018-03-06 | 株洲时代新材料科技股份有限公司 | A kind of fixed screw anti-pulling pot rubber bearing |
| CN107794838A (en) * | 2017-10-12 | 2018-03-13 | 株洲时代新材料科技股份有限公司 | Drawing-resisting device for bridge pad |
| CN108004916A (en) * | 2017-12-29 | 2018-05-08 | 中铁二院工程集团有限责任公司 | A kind of new comprehensive torsion energy consumption damping supporting seat |
| CN111963626A (en) * | 2020-09-08 | 2020-11-20 | 成都市大通路桥机械有限公司 | Three-way special-shaped metal damper |
| CN114108443A (en) * | 2021-11-24 | 2022-03-01 | 中铁第四勘察设计院集团有限公司 | Bridge bearing and bridge structure |
-
2015
- 2015-07-22 CN CN201520553379.9U patent/CN204825622U/en active Active
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107012786A (en) * | 2016-01-27 | 2017-08-04 | 株洲时代新材料科技股份有限公司 | A kind of damping friction bearing |
| CN105714675A (en) * | 2016-04-28 | 2016-06-29 | 上海市城市建设设计研究总院 | Shock absorption and insulation support for bridge |
| CN105821761A (en) * | 2016-05-31 | 2016-08-03 | 无锡圣丰建筑新材料有限公司 | Self-replaced type shock isolation rubber support |
| CN107761551A (en) * | 2016-08-18 | 2018-03-06 | 株洲时代新材料科技股份有限公司 | A kind of fixed screw anti-pulling pot rubber bearing |
| CN107268431A (en) * | 2017-08-17 | 2017-10-20 | 四川大学 | Self-resetting frictional damping shock mount and damping bridge |
| US10174467B1 (en) | 2017-08-17 | 2019-01-08 | Sichuan University | Self-resetting friction-damping shock absorption bearing and shock absorption bridge |
| CN107794838A (en) * | 2017-10-12 | 2018-03-13 | 株洲时代新材料科技股份有限公司 | Drawing-resisting device for bridge pad |
| CN108004916A (en) * | 2017-12-29 | 2018-05-08 | 中铁二院工程集团有限责任公司 | A kind of new comprehensive torsion energy consumption damping supporting seat |
| CN108004916B (en) * | 2017-12-29 | 2023-07-14 | 中铁二院工程集团有限责任公司 | Novel omnibearing torsion energy-consumption damping support |
| CN111963626A (en) * | 2020-09-08 | 2020-11-20 | 成都市大通路桥机械有限公司 | Three-way special-shaped metal damper |
| CN114108443A (en) * | 2021-11-24 | 2022-03-01 | 中铁第四勘察设计院集团有限公司 | Bridge bearing and bridge structure |
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