CN204162994U - Arc-shaped steel damping ball steel support - Google Patents
Arc-shaped steel damping ball steel support Download PDFInfo
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- CN204162994U CN204162994U CN201420553840.6U CN201420553840U CN204162994U CN 204162994 U CN204162994 U CN 204162994U CN 201420553840 U CN201420553840 U CN 201420553840U CN 204162994 U CN204162994 U CN 204162994U
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- lath
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Abstract
The utility model relates to a kind of arc-shaped steel damping ball steel support, comprise a few part composition such as upper and lower seat board, sphere polyfluortetraethylene plate, spherical crown, plane polyfluortetraethylene plate, arc-shaped steel lath, securing cover plate and cover plate bolt, the layout of this novel damping bearing is as follows: arrange in the longitudinal both sides of common ball steel support the arc-shaped steel lath be anchored between upper and lower seat board, the two ends of every root arc-shaped steel lath embed in upper and lower seat board fluting respectively, then use securing cover plate and are reliably connected with upper and lower seat board by arc-shaped steel lath by cover plate bolt.The utility model can make full use of arc-shaped steel lath under geological process, move back and forth the effect played and increase Damping work seismic energy, and plays the effect of buffer limit.Curved plate strip device and upper and lower seat board anchorage style reliability high, size is accurate, is easy to assembling and changes.
Description
Technical field
The utility model belongs to civil engineering, earthquake engineering technical field, is specifically related to a kind of arc-shaped steel damping ball steel support.
Background technology
In recent decades, vibration absorption and isolation support subtracts the important measures of shock insulation as bridge, obtains increasing attention, and achieves great development.Pot rubber bearing, ball steel support, lead core rubber support, FPS(friction pendulum hammer body system) be progressively widely used, and become the main flow of domestic and abroad bridge bearing.In above several conventional seat, common pot rubber bearing and ball steel support are when meeting with earthquake or great vibratility is impacted, and the horizontal movement between upper and lower seat board can not get effective constraint, therefore produces excessive relative displacement, and easily fall beam harm; Lead core rubber support energy dissipation capacity is strong, the bearing second inner force that temperature, the deformation of creep such as to creep cause is less, but the cutting performance of bearing is comparatively large by the impact of vertical load, and along with the increase of lead for retractable pencil, bearing recovery capability weakens, and effectively can not subtract shock insulation in the earthquake motion with multiple spectra effect; FPS(friction pendulum hammer body system) strong, the friction energy-dissipating stable performance of automatic recovery ability, but the vertical displacement of beam-ends can be caused and produce second inner force in the process of friction energy-dissipating.
In view of all deficiencies that above-mentioned dissimilar bearing exists, we are on the basis of ball steel support, devise a kind of arc-shaped steel damping ball steel support.Common ball steel support belongs to the one of friction class bearing, it is reliable that it has power transmission, rotate flexibly, supporting capacity is large and allow the features such as displacement is large, effectively can adapt to the particular/special requirement of Longspan Bridge to bearing, but ball steel support is under geological process, on the one hand because friction factor is less, do not reach the object of effective dissipation seismic energy; On the other hand because common ball steel support does not have effective spacing measure, easily fall beam accident under geological process, therefore need further improve ball steel support.
Summary of the invention
The purpose of this utility model is to provide a kind of bearing that effectively can increase damping, reduction slide displacement and limit beam, i.e. arc-shaped steel damping ball steel support.
For reaching above object, the solution that the utility model adopts is: on the basis of common ball steel support, set up Cuvved Steel-strip energy absorber, to realize increasing damping and spacing dual purpose.
Accordingly, the utility model proposes arc-shaped steel damping ball steel support, comprise arc-shaped steel lath 5, securing cover plate 3, cover plate bolt 4 and ball steel support, described ball steel support comprises the lower seat board 2 with a chamber 9, upper base plate 1 and the sphere polyfluortetraethylene plate 8 be stacked and placed on successively from bottom to top between a chamber 9 and upper base plate 1, spherical crown 6 and plane polyfluortetraethylene plate 7, it is characterized in that: arc-shaped steel lath 5 is by semi-circular segments, horizontal segment and end composition, the two ends of semi-circular segments are respectively horizontal segment, horizontal segment connecting end portion, a groove is respectively had above longitudinal both sides of lower seat board 2, accordingly, longitudinal down either side of upper base plate 1 respectively has a groove, the shape of described groove is consistent with arc-shaped steel lath 5 end shape, the end at arc-shaped steel lath 5 two ends embeds in the groove that upper base plate 1 and lower seat board 2 have respectively, adopt securing cover plate 3 and by cover plate bolt 4, arc-shaped steel lath 5 be reliably connected with upper base plate 1 and lower seat board 2.
In the utility model, with arc-shaped steel lath 5 with the use of ball steel support be any one in bi-directional movable type, one-way movable type or fixed.
In the utility model, the arc-shaped steel lath 5 being arranged on ball steel support both sides uses single wider arc-shaped steel lath, or needs according to designing and calculating the arc-shaped steel lath using many arrangements.
The advantage of the technical scheme that the utility model provides:
1) outside its own advantages remaining common ball steel support, there is reciprocating motion when earthquake occurs by the arc-shaped steel lath set up between upper and lower seat board and play increase Damping work seismic energy, reduce the cushioning effect of slide displacement, relative displacement between the upper and lower seat board of bearing can be limited simultaneously within a controlled scope, prevent beam.
2) arc-shaped steel lath makes final molding shape in advance according to design size, and is connected and fixed by securing cover plate between upper and lower seat board, can either ensure the precision of size like this, facilitates again the assembling of arc-shaped steel lath.
3) compare the stopping means such as block, arc-shaped steel lath constitutive relation is clear, and force path is clear and definite, determines to design displacement, the balance of realizable force and displacement by calculating, and do not bend at the bottom of protection pier destruction and shear failure.
4) arc-shaped steel lath has price advantage, and can realize easy replacing in the holder, very easy to use.
In a word, the utility model is applicable on the building of urban viaduct, road bridge, railway bridge and various large-scale suspension frame structure and so on, plays cushioning effect.
Accompanying drawing explanation
Fig. 1 is the utility model vertical structure diagram.
Fig. 2 is the utility model transversary diagram.
Fig. 3 is the utility model plane structure diagram.
Fig. 4 is the unidirectional fixing a kind of structural diagrams of the utility model.
Fig. 5 is a kind of structural diagrams of the novel twin fixed guide-vane of this application.
Fig. 6 is that the different radicals of arc-shaped steel lath arrange diagram.
Fig. 7 is that arc-shaped steel lath and seat board assemble schematic diagram.
Number in the figure: 1 is upper base plate, 2 is lower seat board, and 3 is securing cover plate, and 4 is cover plate bolt, and 5 is arc-shaped steel lath, and 6 is spherical crown, and 7 is plane polyfluortetraethylene plate, and 8 is sphere polyfluortetraethylene plate, and 9 is seat chamber, and 10 is horizontal shearing resistance block, and 11 is longitudinal shear resistance block.
Detailed description of the invention
In order to enable the auditor of Patent Office especially the public clearly understand technical spirit of the present utility model and beneficial effect, applicant will elaborate below by way of example by reference to the accompanying drawings.But not all the restriction to the utility model scheme to the description of embodiment, any according to being only pro forma but not substantial equivalent transformation and all should being considered as the technical solution of the utility model category done by the utility model design.
Embodiment 1: ask for an interview Fig. 1, Fig. 2, Fig. 3 and Fig. 4, lower seat board 2 is fixed with the bridge pier of bridge in a state of use, lower seat board 2 has the seat chamber 9 of a concave spherical surface shape towards the central design of upper side, arranges sphere polyfluortetraethylene plate 8, spherical crown 6 and plane polyfluortetraethylene plate 7 successively from bottom to top in seat chamber 9; Upper base plate 1 and top beam body are fixed; The present embodiment does not arrange horizontal shear assembly, belongs to multidirectional freely movable bearing.
One of technical essential of the technical solution of the utility model is that the longitudinal both sides of bearing are provided with arc-shaped steel lath 5, it is anchored between upper and lower seat board respectively, when an earthquake occurs, bearing longitudinal sliding motion, both sides arc-shaped steel lath 5 starts stressed, plays and increases Damping work seismic energy, reduces the cushioning effect of slide displacement, relative displacement between the upper and lower seat board of bearing can be limited simultaneously within a controlled scope, prevent beam.
Two of the technical essential of the technical solution of the utility model is arc-shaped steel lath 5 shape and the anchorage style with seat board.The shape of arc-shaped steel lath asks for an interview Fig. 1, by semi-circular segments, horizontal segment and end segments three part form, when arc-shaped steel lath 5 moves back and forth, the outermost end of arc-shaped steel lath 5 remains semicircle shape; Arc-shaped steel lath 5 asks for an interview Fig. 4 with the connected mode of bearing, a groove is respectively opened above longitudinal both sides of lower seat board 2, longitudinal down either side of upper base plate 1 also respectively opens a groove, fluting shape is consistent with arc-shaped steel lath 5 end shape, arc-shaped steel lath 5 two ends embed in the groove that upper base plate 1 and lower seat board 2 have respectively, and use securing cover plate 3 to be also reliably connected with upper and lower seat board by arc-shaped steel lath 5 by cover plate bolt 4, this anchorage style reliability is high, size is accurate, is easy to assembling and changes.
One as the embodiment of the present invention converts, with arc-shaped steel lath 5 with the use of ball steel support can be bi-directional movable type, also can be one-way movable type, ask for an interview Fig. 5 one-way movable type arc-shaped steel damping ball steel support structural representation, this embodiment is by being arranged on the effect of the horizontal shearing resistance block 10 of upper base plate 1 both lateral sides, make upper base plate 1, lower seat board 2 is coupled as one, make the utility model bearing show as laterally fixing form under normal usage; When an earthquake occurs, when earthquake transverse horizontal power is greater than the shear strength of horizontal shearing resistance block 10, relieve the constraint to upper base plate 1, lower seat board 2, the character of bearing is made the transition as bi-directional movable bearing from previous horizontal fixed bearing.
One as the embodiment of the present invention converts, with arc-shaped steel lath 5 with the use of ball steel support can be bi-directional movable type, also can be fixed, ask for an interview Fig. 6 fixed arc-shaped steel damping ball steel support structural representation, this embodiment is by the effect of the longitudinal shear resistance block 11 of the horizontal shearing resistance block 10 and longitudinal both sides that are arranged on upper base plate 1 both lateral sides, make upper base plate 1, lower seat board 2 is coupled as one, the form making the utility model bearing show as horizontal both direction under normal usage all to fix; When an earthquake occurs, when horizontal earthquake power is greater than the shear strength of vertical, horizontal shearing resistance block, relieve the constraint to upper base plate 1, lower seat board 2, the character of bearing is made the transition as bi-directional movable bearing from previous twin fixed guide-vane bearing.
One as the embodiment of the present invention converts, and the arc-shaped steel lath 5 being arranged on ball steel support both sides can use single wider arc-shaped steel lath, also can need according to designing and calculating the arc-shaped steel lath using many arrangements, ask for an interview Fig. 7.
The above-mentioned description to embodiment is not all the restriction to the utility model scheme; therefore; protection scope of the present invention is not only confined to above-described embodiment; any according to the utility model design done by be only pro forma but not substantial various amendment and improvement, all should be considered as dropping within protection scope of the present invention.
Claims (3)
1. an arc-shaped steel damping ball steel support, comprise arc-shaped steel lath (5), securing cover plate (3), cover plate bolt ((4)) and ball steel support, described ball steel support comprises the lower seat board (2) with a chamber ((9)), upper base plate (1) and the sphere polyfluortetraethylene plate (8) be stacked and placed on successively from bottom to top between a chamber ((9)) and upper base plate (1), spherical crown (6) and plane polyfluortetraethylene plate (7), it is characterized in that: arc-shaped steel lath (5) is by semi-circular segments, horizontal segment and end composition, the two ends of semi-circular segments are respectively horizontal segment, horizontal segment connecting end portion, a groove is respectively had above longitudinal both sides of lower seat board (2), accordingly, longitudinal down either side of upper base plate (1) respectively has a groove, the shape of described groove is consistent with arc-shaped steel lath (5) end shape, the end at arc-shaped steel lath (5) two ends embeds in the groove that upper base plate (1) and lower seat board (2) have respectively, adopt securing cover plate (3) and by cover plate bolt ((4)), arc-shaped steel lath (5) be reliably connected with upper base plate (1) and lower seat board (2).
2. arc-shaped steel damping ball steel support according to claim 1, it is characterized in that with arc-shaped steel lath (5) with the use of ball steel support be any one in bi-directional movable type, one-way movable type or fixed.
3. arc-shaped steel damping ball steel support according to claim 1, the arc-shaped steel lath (5) that it is characterized in that being arranged on ball steel support both sides uses single wider arc-shaped steel lath, or needs according to designing and calculating the arc-shaped steel lath using many arrangements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420553840.6U CN204162994U (en) | 2014-09-25 | 2014-09-25 | Arc-shaped steel damping ball steel support |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420553840.6U CN204162994U (en) | 2014-09-25 | 2014-09-25 | Arc-shaped steel damping ball steel support |
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| CN204162994U true CN204162994U (en) | 2015-02-18 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087716A (en) * | 2016-06-15 | 2016-11-09 | 成都亚佳工程新技术开发有限公司 | A kind of shock mount with three-dimensional girder falling function |
| CN106930182A (en) * | 2015-12-30 | 2017-07-07 | 株洲时代新材料科技股份有限公司 | A kind of steel damping energy dissipation type ball shaped steel bearing |
| 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 |
| CN110864075A (en) * | 2018-08-28 | 2020-03-06 | 张家铭 | Vertical vibration isolation system |
-
2014
- 2014-09-25 CN CN201420553840.6U patent/CN204162994U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930182A (en) * | 2015-12-30 | 2017-07-07 | 株洲时代新材料科技股份有限公司 | A kind of steel damping energy dissipation type ball shaped steel bearing |
| CN106930182B (en) * | 2015-12-30 | 2020-01-31 | 株洲时代新材料科技股份有限公司 | steel damping energy-dissipation type spherical steel 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 |
| CN106087716A (en) * | 2016-06-15 | 2016-11-09 | 成都亚佳工程新技术开发有限公司 | A kind of shock mount with three-dimensional girder falling function |
| CN110864075A (en) * | 2018-08-28 | 2020-03-06 | 张家铭 | Vertical vibration isolation system |
| CN110864075B (en) * | 2018-08-28 | 2021-02-09 | 张家铭 | Vertical vibration isolation system |
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