CN205153176U - Novel three -dimensional shock isolation device with great vertical quiet rigidity - Google Patents
Novel three -dimensional shock isolation device with great vertical quiet rigidity Download PDFInfo
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- CN205153176U CN205153176U CN201520963131.XU CN201520963131U CN205153176U CN 205153176 U CN205153176 U CN 205153176U CN 201520963131 U CN201520963131 U CN 201520963131U CN 205153176 U CN205153176 U CN 205153176U
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Abstract
The utility model relates to a building engineering, bridge engineering shock insulation technical field, concretely relates to novel three -dimensional shock isolation device with great vertical quiet rigidity, including horizontal shock insulation member, transition steel structure platform, vertical shock insulation member, horizontal shock insulation member, vertical shock insulation member set up respectively in transition steel structure platform's top and bottom, still include vertical damping element, vertical static the support, and vertical damping element, vertical static support all set up in transition steel structure platform's bottom, and just with vertical shock insulation member parallel arrangement, the device plays the shock insulation function at horizontal direction, vertical homoenergetic, in level and the mutual decoupling zero of vertical shock insulation, each other does not involve, and the security is high, the vertical seismic action of vertical damping component accessible energy dissipation further alleviateing, vertical static support can provide great vertical static compressive rigidity, can provide tensile strength certain when vertical earthquake simultaneously, has guaranteed superstructure's security, and the preparation is simple and convenient, the construction is installed, it is convenient to maintain.
Description
Technical field
The utility model relates to construction work, bridge engineering technical field of isolation, is specifically related to a kind of Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness.
Background technology
Laminated rubber seismic isolation technology has important effect to alleviating horizontal earthquake to the destruction of building, bridge construction is brought, it has good horizontal deformation and energy consumption effect, be applied to the horizontal vibration that effectively can deaden earthquake in building, the isolation bridge layer destruction to building, bridge, and obtain good test in repeatedly actual seismic in recent years.But the shortcoming of laminated rubber damping bearing is it does not vertically have shock-absorbing function, from the seismographic record that all previous violent earthquake measures, vertical seismic action occupies many deals in whole seismic energy, how to solve vertical earthquake isolating, especially to the vertical earthquake isolating field of some extra heavy building, bridge and the visual plant plant and instrument wanted, be the great difficult problem perplexing whole shock insulation circle always.
If vertical earthquake isolating needs good isolating affection, then need less vertical dynamic stiffness, but the vertical Static stiffness that for the weight that holder top is larger, for safety, general needs are larger, for three-dimensional shock isolation support, its vertical earthquake isolating bearing presents the concept that is compared contradiction, has both needed larger vertical Static stiffness large, and has needed again less vertical dynamic stiffness, how head it off, becomes an important bottleneck of three-dimensional shock isolation support development.
Utility model content
The purpose of this utility model is to provide one not only can play shock insulation function in the horizontal direction for the deficiencies in the prior art, vertically also can play shock insulation function simultaneously, and larger vertical Static stiffness, a kind of Novel tri-dimensional shock-insulating device of less vertical dynamic stiffness can be provided.
The utility model is achieved through the following technical solutions this object:
A kind of Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness, comprise horizontal seismic isolation component, transition steel structure platform, vertical earthquake isolating component, described horizontal seismic isolation component, vertical earthquake isolating component are arranged at top and the bottom of transition steel structure platform respectively, also comprise vertical damping element, vertical static support, described vertical damping element, vertical static support are all arranged at the bottom of transition steel structure platform, and arrange with described vertical earthquake isolating member parallel.
Further, described vertical earthquake isolating component comprises multiple, is arranged at intervals at the bottom of transition steel structure platform.
As preferably, the quantity of described vertical earthquake isolating component is three, mutually in 120 ° of angles between described three vertical earthquake isolating components.
Further, described vertical damping element, vertical static support comprise multiple, are arranged at intervals at the bottom of transition steel structure platform.
Wherein, described vertical damping element comprises telescopic damping element body, upper damping junction plate, lower damping junction plate, the two ends of described damping element body are respectively arranged with pin, lower pin, described upper pin and upper damping junction plate are rotatably connected, and described lower pin and lower damping junction plate are rotatably connected.
Wherein, described vertical static support comprises urceolus and the inner core of socket setting, the free end of described inner core stretches into the inside of urceolus, and there is certain free-extension space, described inner core is provided with for preventing the resistance to compression pin of urceolus and inner core excessive compression and for preventing the tension pin of urceolus and inner core excessive tensile, described urceolus being provided with the chute for the squeezing groove of the one end open of accommodating resistance to compression pin and the closed at both ends for accommodating tension pin.
Wherein, described resistance to compression pin comprises the first spring being arranged at centre, the two ends of described first spring are respectively arranged with solid cylinder, described tension pin comprises the second spring being arranged at centre, the two ends of described second spring are respectively arranged with wedge shape cylinder, and under squeezed state, described solid cylinder abuts with the blind end of squeezing groove, in a stretched state, the back of the cylindrical cammed surface of described wedge shape abuts with the lower end of chute.
Wherein, described vertical earthquake isolating component comprises open-topped outer sleeve, described outer sleeve inside is provided with middle guide peg, one inner sleeve passes guide peg in this and is set in the inside of outer sleeve, described outer sleeve inside is also provided with thick-layer neoprene bearing, and described thick-layer neoprene bearing is around the periphery being set in middle guide peg.
Further, the bottom of described outer sleeve is also provided with the inner bottom plating for fixing described middle guide peg, and the end of described middle guide peg is provided with the fastening bolt for stopping described inner sleeve, leaves space between described thick-layer neoprene bearing and the inwall of outer sleeve.
Wherein, described horizontal seismic isolation component comprises a shock isolating pedestal, and the top of described shock isolating pedestal, bottom are respectively arranged with upper junction plate, lower connecting plate; Described transition steel structure platform comprises the upper mounting plate plate, the lower platform plate that be arranged in parallel, also comprises the shock insulation gripper shoe be arranged between described upper mounting plate plate and lower platform plate, and described shock insulation gripper shoe is arranged at intervals with some reinforcing ribs.
Relative to prior art, the beneficial effects of the utility model are:
1, the Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness of the present utility model not only can play shock insulation function in the horizontal direction, and vertically also can play shock insulation function, it is in level and the mutual decoupling zero of vertical earthquake isolating in addition, and do not involve mutually, safety is high simultaneously.
2, the Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness of the present utility model adopts thick-layer neoprene bearing, when vertical motion, there is less vertical rigidity, thus be conducive to the vertical cycle extending superstructure, reduce geological process, described vertical damping component can alleviate Vertical Earthquake Loads further by energy dissipating simultaneously, ensure that the safety of superstructure.
3, outer sleeve and inner sleeve relative sliding in vertical earthquake isolating component, the shock mount of relative sliding to its inside between intermediate guide bar and inner sleeve define good guide function, ensure the stability of vertical earthquake isolating component.
4, when only having vertical load or run into vertical super large earthquake, thick-layer neoprene bearing in vertical earthquake isolating component is owing to being limited in a restrained three-dimensional environment, when being vertically fully compressed, larger vertical compression rigidity can being provided, ensure that the safety of superstructure.
5, simple for production, the construction and installation of the Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness of the present utility model, easy to maintenance.
Accompanying drawing explanation
Fig. 1 is the structural representation with the Novel tri-dimensional shock-insulating device of comparatively large vertical Static stiffness of the present utility model.
Fig. 2 is the structural representation of vertical damping element of the present utility model.
Fig. 3 is the structural representation of vertical static support of the present utility model.
Fig. 4 is the structural representation of resistance to compression pin of the present utility model.
Fig. 5 is the structural representation of tension pin of the present utility model.
Fig. 6 is vertical earthquake isolating component sectional view of the present utility model.
Fig. 7 is the structural representation of horizontal seismic isolation component of the present utility model.
Fig. 8 is the structural representation of transition steel structure platform of the present utility model.
In figure: 1-horizontal seismic isolation component, 11-shock isolating pedestal, 12-upper junction plate, 13-lower connecting plate, 2-transition steel structure platform, 21-upper mounting plate plate, 22-lower platform plate, 23-shock insulation gripper shoe, 3-vertical earthquake isolating component, 31-outer sleeve, guide peg in 32-, 33-inner sleeve, 34-thick-layer neoprene bearing, 35-inner bottom plating, 36-fastening bolt, 4-vertical damping element, 41-damping element body, the upper damping junction plate of 42-, damping junction plate under 43-, the upper pin of 44-, pin under 45-, the vertical static support of 5-, 51-urceolus, 52-inner core, 53-free-extension space, 54-resistance to compression pin, 541-first spring, 542-solid cylinder, 55-tension pin, 551-second spring, 552-wedge shape cylinder, 56-squeezing groove, 57-chute.
Detailed description of the invention
Below in conjunction with drawings and the specific embodiments, the utility model is described in detail.
Embodiment 1.
As shown in Figure 1, a kind of Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness of the present embodiment, comprise horizontal seismic isolation component 1, transition steel structure platform 2, vertical earthquake isolating component 3, described horizontal seismic isolation component 1, vertical earthquake isolating component 3 are arranged at top and the bottom of transition steel structure platform 2 respectively, also comprise vertical damping element 4, vertical static support 5, described vertical damping element 4, vertical static support 5 are all arranged at the bottom of transition steel structure platform 2, and be arranged in parallel with described vertical earthquake isolating component 3.
The Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness of the present embodiment not only can play shock insulation function in the horizontal direction, and vertically also can play shock insulation function, it is in level and the mutual decoupling zero of vertical earthquake isolating in addition, and do not involve mutually, safety is high simultaneously; Described thick-layer neoprene bearing 34 has less vertical rigidity when vertical motion, thus be conducive to the vertical cycle extending superstructure, reduce geological process, and when only having vertical load or run into vertical super large earthquake, thick-layer neoprene bearing 34 in vertical earthquake isolating component 3 is owing to being limited in a restrained three-dimensional environment, when being vertically fully compressed, larger vertical compression rigidity can being provided, ensure that the safety of superstructure; Described vertical damping component can alleviate Vertical Earthquake Loads further by energy dissipating, ensure that the safety of superstructure; Outer sleeve 31 and inner sleeve 33 relative sliding in vertical earthquake isolating component 3, the shock mount of relative sliding to its inside between intermediate guide bar and inner sleeve 33 define good guide function, ensure the stability of vertical earthquake isolating component 3; This Novel tri-dimensional shock-insulating device has that the Novel tri-dimensional shock-insulating device of comparatively large vertical Static stiffness is simple for production, construction and installation, easy to maintenance.
Further, the quantity of described vertical earthquake isolating component 3 is three, is arranged at intervals at the bottom of transition steel structure platform 2, and mutually in 120 ° of angles between described three vertical earthquake isolating components 3, stability is high.
As shown in Figure 2, described vertical damping element 4 comprises telescopic damping element body 41, upper damping junction plate 42, lower damping junction plate 43, the two ends of described damping element body 41 are respectively arranged with pin 44, lower pin 45, described upper pin 44 is rotatably connected with upper damping junction plate 42, described lower pin 45 is rotatably connected with lower damping junction plate 43, described vertical damping component is connected with the lower platform plate 22 of transition steel structure platform 2 by damping junction plate 42 on it, bottom is connected with Seismic Isolation of Isolation Layer polycrystalline substance by its lower damping junction plate 43, certain damping energy dissipation function can be provided when there is vertical seismic action.
As shown in Figure 3, described vertical static support 5 comprises urceolus 51 and the inner core 52 of socket setting, the free end of described inner core 52 stretches into the inside of urceolus 51, and there is certain free-extension space 53, described inner core 52 is provided with for preventing the resistance to compression pin 54 of urceolus 51 and inner core 52 excessive compression and for preventing the tension pin 55 of urceolus 51 and inner core 52 excessive tensile, described urceolus 51 being provided with the chute 57 for the squeezing groove 56 of the one end open of accommodating resistance to compression pin 54 and the closed at both ends for accommodating tension pin 55.Described vertical static support 5 can provide larger vertical static compressional stiffness, and tensile strength certain when simultaneously can be provided in vertical seismic action, ensure that the safety of superstructure.
As illustrated in figures 4-5, described resistance to compression pin 54 comprises the first spring 541 being arranged at centre, the two ends of described first spring 541 are respectively arranged with solid cylinder 542, described tension pin 55 comprises the second spring 551 being arranged at centre, the two ends of described second spring 551 are respectively arranged with wedge shape cylinder 552, described first spring 541 is being in tension state at ordinary times, described two solid cylinders 542 abut with the blind end of the squeezing groove 56 of respective side respectively, described vertical static support 5 is stoped further to extrude, described second spring 551 is at ordinary times in the raw, the cammed surface of described wedge shape cylinder 552 upwards, the upper end of described chute 57 is provided with inclined-plane corresponding to described cammed surface, when described vertical static support 5 is subject to stretching, described first spring 541 recovers nature, described second spring 551 is in tension state, and the back of the cammed surface of described two wedge shape cylinders 552 abuts with the lower end of chute 57, stops described vertical static support 5 further to stretch.
When there is vertical seismic action, when transition steel structure platform 2 drive the urceolus 51 of vertical static support 5 have very little vertically move upward time, the first spring 541 due to resistance to compression pin 54 centre is in tension state time flat, now moment will retract the solid cylinder at resistance to compression pin 54 two ends the inside of inner core 52, no longer stop the relative motion of urceolus 51 and inner core 52, urceolus 51 will at upper pressure moved downward, now, vertical earthquake isolating component 3 plays the function of vertical earthquake isolating, now because the wedge shape cylinder 552 of tension pin 55 has a cammed surface, and urceolus 51 is provided with bevel cuts in chute 57 upper end relative with tension pin 55, moving downward of vertical earthquake isolating component 3 can not be hindered, but when vertical earthquake isolating component 3 moves upward excessive, in order to ensure the safety of whole top isolation structure, the tension pin 55 of vertical static support 5 will play certain restriction, stop the further relative motion of urceolus 51 and inner core 52.
After earthquake terminates, if bearing does not destroy, can by steel work conversion platform upwards jack-up, the solid cylinder at resistance to compression pin 54 two ends in vertical static support 5 is extracted, and the steel work conversion platform that declines, push down from top by the urceolus 51 of vertical static support 5, bearing comes back to original state.
As shown in Figure 6, described vertical earthquake isolating component 3 comprises open-topped outer sleeve 31, described outer sleeve 31 inside is provided with middle guide peg 32, one inner sleeve 33 passes guide peg 32 in this and is set in the inside of outer sleeve 31, described outer sleeve 31 inside is also provided with thick-layer neoprene bearing 34, and described thick-layer neoprene bearing 34 is around the periphery being set in middle guide peg 32.
Further, the bottom of described outer sleeve 31 is also provided with the inner bottom plating 35 for fixing described middle guide peg 32, the end of described middle guide peg 32 is provided with the fastening bolt 36 for stopping described inner sleeve 33, leaves space between described thick-layer neoprene bearing 34 and the inwall of outer sleeve 31.
As Figure 7-8, described horizontal seismic isolation component 1 comprises a shock isolating pedestal 11, and the top of described shock isolating pedestal 11, bottom are respectively arranged with upper junction plate 12, lower connecting plate 13; Described transition steel structure platform 2 comprises the upper mounting plate plate 21, the lower platform plate 22 that be arranged in parallel, also comprises the shock insulation gripper shoe 23 be arranged between described upper mounting plate plate 21 and lower platform plate 22, and described shock insulation gripper shoe 23 is arranged at intervals with some reinforcing ribs.
Wherein, described upper junction plate 12 is for being connected with Seismic Isolation of Isolation Layer top structure, described lower connecting plate 13 is connected with upper mounting plate plate 21, described lower platform plate 22 is connected with the top of the inner sleeve 33 of vertical earthquake isolating component 3, described vertical earthquake isolating component 3 outer sleeve 31 is circular or square, is circular or square with the inner sleeve 33 of outer sleeve 31 corresponding matching; The shock isolating pedestal 11 of described horizontal seismic isolation component 1 can be rubber earthquake isolation support 11 or elastic sliding plate support or rigidity sliding bearing or friction pendulum support, and horizontal seismic isolation component 1 shape is circular or square; Described steel structure platform shape of crossing is triangle or rectangle or polygon.
Embodiment 2.
The difference of the present embodiment and embodiment 1 is: described vertical earthquake isolating component 3 comprises multiple, be arranged at intervals at the bottom of transition steel structure platform 2 respectively, described vertical damping element 4, vertical static support 5 comprise multiple, be arranged at intervals at the bottom of transition steel structure platform 2, described vertical static support 5 can provide larger vertical static compressional stiffness, tensile strength certain when simultaneously can be provided in vertical seismic action, ensure that the safety of superstructure, improve the stability of vertical damping and vertical static support 5 further.
Other technical characteristic of the present embodiment, with embodiment 1, no longer repeats at this.
The above embodiment only have expressed some embodiments of the present utility model, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to the utility model the scope of the claims.It should be pointed out that for the person of ordinary skill of the art, without departing from the concept of the premise utility, can also make some distortion and improvement, these all belong to protection domain of the present utility model.Therefore, the protection domain of the utility model patent should be as the criterion with claims.
Claims (10)
1. one kind has the Novel tri-dimensional shock-insulating device of comparatively large vertical Static stiffness, comprise horizontal seismic isolation component, transition steel structure platform, vertical earthquake isolating component, described horizontal seismic isolation component, vertical earthquake isolating component are arranged at top and the bottom of transition steel structure platform respectively, it is characterized in that: also comprise vertical damping element, vertical static support, described vertical damping element, vertical static support are all arranged at the bottom of transition steel structure platform, and arrange with described vertical earthquake isolating member parallel.
2. the Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness according to claim 1, is characterized in that: described vertical earthquake isolating component comprises multiple, is arranged at intervals at the bottom of transition steel structure platform.
3. the Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness according to claim 2, is characterized in that: the quantity of described vertical earthquake isolating component is three, mutually in 120 ° of angles between described three vertical earthquake isolating components.
4. the Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness according to claim 1, is characterized in that: described vertical damping element, vertical static support comprise multiple, are arranged at intervals at the bottom of transition steel structure platform.
5. the Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness according to claim 1, it is characterized in that: described vertical damping element comprises telescopic damping element body, upper damping junction plate, lower damping junction plate, the two ends of described damping element body are respectively arranged with pin, lower pin, described upper pin and upper damping junction plate are rotatably connected, and described lower pin and lower damping junction plate are rotatably connected.
6. the Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness according to claim 1, it is characterized in that: described vertical static support comprises urceolus and the inner core of socket setting, the free end of described inner core stretches into the inside of urceolus, and there is certain free-extension space, described inner core is provided with the resistance to compression pin for preventing urceolus and inner core excessive compression, and for preventing the tension pin of urceolus and inner core excessive tensile, described urceolus is provided with the squeezing groove of the one end open for accommodating resistance to compression pin, and the chute of closed at both ends for accommodating tension pin.
7. the Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness according to claim 6, it is characterized in that: described resistance to compression pin comprises the first spring being arranged at centre, the two ends of described first spring are respectively arranged with solid cylinder, described tension pin comprises the second spring being arranged at centre, the two ends of described second spring are respectively arranged with wedge shape cylinder, under squeezed state, described solid cylinder abuts with the blind end of squeezing groove, in a stretched state, the back of the cylindrical cammed surface of described wedge shape abuts with the lower end of chute.
8. the Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness according to claim 1, it is characterized in that: described vertical earthquake isolating component comprises open-topped outer sleeve, described outer sleeve inside is provided with middle guide peg, one inner sleeve passes guide peg in this and is set in the inside of outer sleeve, described outer sleeve inside is also provided with thick-layer neoprene bearing, and described thick-layer neoprene bearing is around the periphery being set in middle guide peg.
9. the Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness according to claim 8, it is characterized in that: the bottom of described outer sleeve is also provided with the inner bottom plating for fixing described middle guide peg, the end of described middle guide peg is provided with the fastening bolt for stopping described inner sleeve, leaves space between described thick-layer neoprene bearing and the inwall of outer sleeve.
10. the Novel tri-dimensional shock-insulating device with comparatively large vertical Static stiffness according to claim 1, is characterized in that: described horizontal seismic isolation component comprises a shock isolating pedestal, and the top of described shock isolating pedestal, bottom are respectively arranged with upper junction plate, lower connecting plate; Described transition steel structure platform comprises the upper mounting plate plate, the lower platform plate that be arranged in parallel, also comprises the shock insulation gripper shoe be arranged between described upper mounting plate plate and lower platform plate, and described shock insulation gripper shoe is arranged at intervals with some reinforcing ribs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520963131.XU CN205153176U (en) | 2015-11-26 | 2015-11-26 | Novel three -dimensional shock isolation device with great vertical quiet rigidity |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520963131.XU CN205153176U (en) | 2015-11-26 | 2015-11-26 | Novel three -dimensional shock isolation device with great vertical quiet rigidity |
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| Publication Number | Publication Date |
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| CN205153176U true CN205153176U (en) | 2016-04-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520963131.XU Withdrawn - After Issue CN205153176U (en) | 2015-11-26 | 2015-11-26 | Novel three -dimensional shock isolation device with great vertical quiet rigidity |
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| CN (1) | CN205153176U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350678A (en) * | 2015-11-26 | 2016-02-24 | 广州大学 | Novel three-dimensional shock isolation device with large vertical static rigidity |
| WO2022027973A1 (en) * | 2020-08-04 | 2022-02-10 | 上海大学 | Anti-sway oblique three-dimensional seismic isolation system |
| CN115182475A (en) * | 2022-07-06 | 2022-10-14 | 广州大学 | Three-dimensional shock isolation system with variable slope quasi-zero rigidity vertical shock isolation characteristic |
-
2015
- 2015-11-26 CN CN201520963131.XU patent/CN205153176U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350678A (en) * | 2015-11-26 | 2016-02-24 | 广州大学 | Novel three-dimensional shock isolation device with large vertical static rigidity |
| CN105350678B (en) * | 2015-11-26 | 2017-11-21 | 广州大学 | A kind of novel tri-dimensional shock-insulating device with larger vertical Static stiffness |
| WO2022027973A1 (en) * | 2020-08-04 | 2022-02-10 | 上海大学 | Anti-sway oblique three-dimensional seismic isolation system |
| CN115182475A (en) * | 2022-07-06 | 2022-10-14 | 广州大学 | Three-dimensional shock isolation system with variable slope quasi-zero rigidity vertical shock isolation characteristic |
| CN115182475B (en) * | 2022-07-06 | 2023-12-22 | 广州大学 | Three-dimensional shock isolation system with variable slope quasi-zero rigidity vertical shock isolation characteristic |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160413 Effective date of abandoning: 20171121 |
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| AV01 | Patent right actively abandoned |