CN107366225B - A kind of current vortex friction pendulum vibration absorption and isolation support - Google Patents
A kind of current vortex friction pendulum vibration absorption and isolation support Download PDFInfo
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- CN107366225B CN107366225B CN201710685437.7A CN201710685437A CN107366225B CN 107366225 B CN107366225 B CN 107366225B CN 201710685437 A CN201710685437 A CN 201710685437A CN 107366225 B CN107366225 B CN 107366225B
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- 238000002955 isolation Methods 0.000 title claims abstract description 43
- 238000010521 absorption reaction Methods 0.000 title claims description 30
- 238000013016 damping Methods 0.000 claims abstract description 45
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims abstract description 21
- 229910052802 copper Inorganic materials 0.000 claims abstract description 21
- 239000010949 copper Substances 0.000 claims abstract description 21
- 239000000463 material Substances 0.000 claims abstract description 13
- 238000005265 energy consumption Methods 0.000 claims description 18
- 238000004140 cleaning Methods 0.000 claims description 2
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 10
- 238000005516 engineering process Methods 0.000 abstract description 7
- 239000000428 dust Substances 0.000 abstract 1
- 238000009413 insulation Methods 0.000 description 17
- 230000035939 shock Effects 0.000 description 16
- 239000004020 conductor Substances 0.000 description 9
- 230000000694 effects Effects 0.000 description 8
- BGPVFRJUHWVFKM-UHFFFAOYSA-N N1=C2C=CC=CC2=[N+]([O-])C1(CC1)CCC21N=C1C=CC=CC1=[N+]2[O-] Chemical compound N1=C2C=CC=CC2=[N+]([O-])C1(CC1)CCC21N=C1C=CC=CC1=[N+]2[O-] BGPVFRJUHWVFKM-UHFFFAOYSA-N 0.000 description 6
- 239000002783 friction material Substances 0.000 description 5
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 5
- 230000009471 action Effects 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 3
- 230000008901 benefit Effects 0.000 description 3
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- 230000004048 modification Effects 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 241000242759 Actiniaria Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000002929 anti-fatigue Effects 0.000 description 1
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Classifications
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- 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
-
- 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
- E01D19/041—Elastomeric bearings
-
- 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
- E01D19/047—Pot bearings
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Vibration Prevention Devices (AREA)
Abstract
本发明公开了一种电涡流摩擦摆减隔震支座，该减隔震支座包括上支座板(1)、铰结滑块(2)、球面滑板(3)、下支座板(4)、永磁铁(5)、铜板(6)、竖向减震弹簧(7)、限位板(8)、减震层(9)、防尘圈(10)、螺栓孔(11)、滑块容腔(12)、摩擦垫(13)、耗能垫(14)；所述的下支座板(4)的中部设有一个圆形盲孔，在该盲孔的底部自下至上依次设有竖向减震弹簧(7)、球面滑板3、摩擦垫(13)、铰结滑块(2)，上支座板(1)中部的滑块容腔(12)与铰结滑块(2)相吻合，在上支座板(1)下表面的滑块容腔(12)外周设置有永磁铁(5)，相邻永磁铁(5)的磁极相反。本发明采用电涡流减震技术与新型磁性橡胶材料减震层提高摩擦摆隔震支座的耗能能力，提高耐久性，实现结构在地震、台风等极端荷载作用下的结构三维减隔震。
The invention discloses an eddy current friction pendulum vibration-damping and isolating bearing, which comprises an upper bearing plate (1), a hinged slider (2), a spherical sliding plate (3), and a lower bearing plate (1). 4), permanent magnet (5), copper plate (6), vertical damping spring (7), limit plate (8), damping layer (9), dust ring (10), bolt hole (11), A slider chamber (12), a friction pad (13), and an energy dissipation pad (14); a circular blind hole is arranged in the middle of the lower support plate (4), and the bottom of the blind hole is from bottom to top A vertical shock-absorbing spring (7), a spherical sliding plate 3, a friction pad (13), a hinged slider (2) are arranged in sequence, and the slider chamber (12) in the middle of the upper support plate (1) is connected to the hinged slider. The blocks (2) are matched, and permanent magnets (5) are arranged on the outer periphery of the slider chamber (12) on the lower surface of the upper support plate (1), and the magnetic poles of the adjacent permanent magnets (5) are opposite. The invention adopts the eddy current damping technology and the new magnetic rubber material damping layer to improve the energy dissipation capacity of the friction pendulum vibration isolation bearing, improve the durability, and realize the three-dimensional vibration isolation of the structure under extreme loads such as earthquakes and typhoons.
Description
Technical field
The present invention relates to a kind of current vortex friction pendulum vibration absorption and isolation supports, belong to the knot such as bridge, house of field of civil engineering
Structure subtracts shock insulation control technology more particularly to a kind of current vortex friction pendulum vibration absorption and isolation support.
Background technique
In recent years, earthquake (such as Tangshan Earthquake, Wenchuan earthquake, Yaan earthquake), typhoon (sea anemone, Mai Sha, Sang Mei etc.) etc.
The frequent of extreme load occurs to cause the loss for being difficult to bear to the life and property of people, and China is located at Pacific Rim earthquake
Band-Eurasian earthquake zone, earthquake take place frequently, and Southeastern Coastal Cities often undergo typhoon to perplex.To reduce macroseism, the lower building of high wind effect
Economy caused by the damage of engineering structure, loss research and develop novel seismic isolation device, enhancing building, the shock resistance of bridge structure
Can, it is to guarantee structure, people's life, the important technical of property safety.
As superelevation, super-span building, Longspan Bridge continue to bring out, Seismic Isolation And Dissipation of Civil Structures device obtained adequately grinding
Hair and application, and good damping and isolation effect is achieved, to ensure the safe and reliable of engineering structure, seismic isolation device is in practical work
It is played an important role in journey structure, such as lead rubber laminated bearing, high-damp rubber support, friction-pendulum shock-insulation support.So
And traditional vibration absorption and isolation support mainly realizes the purpose for subtracting shock insulation, the damping of support to reduce horizontal rigidity as main indicator
Energy dissipation capacity is relatively weak, and under the effect of the extreme loads such as macroseism, high wind, normal using traditional isolation measure and seismic isolation device
It is not able to satisfy and subtracts shock insulation requirement.Domestic and foreign scholars have done many researchs about seismic isolation device, and propose various new subtracts shock insulation
Device, as existing New Isolation Bearing has, steel-lead combination core subtracts vibration isolator rubber bearing, soft steel core rubber mat spring assembly subtracts
Shock isolating pedestal, multidimensional subtract separation lead-core rubber, variable curvature friction-pendulum shock-insulation support, height-adjustable friction-pendulum shock-insulation support,
A kind of two-way variable curvature friction-pendulum shock-insulation support etc..But the above novel base for supporting is to give full play to support material itself energy-dissipating property
Based on, the damping of its own is smaller, is still required to promote the damping energy dissipation performance of vibration absorption and isolation support.To realize heavy damping energy consumption
Performance objective is often used damper (hydraulic damper, viscoelastic damper etc.) in large scale structure, also makes the energy dissipation capacity of structure
Greatly reinforce, problem it is critical that the energy-dissipating property of such damper can be moved back with the degeneration of damper material property itself
Change, durability is poor.The aseismic fortification objects for realizing " no collapsing with strong earthquake " avoid structure from falling under macroseism, high wind effect
Collapse destruction, subtract seismic isolation technology means using novel, enhance the damping energy dissipation performance of vibration absorption and isolation support, be give full play to support subtract every
The key of shock stability.
Current vortex energy-dissipating and shock-absorbing technology is that a kind of relative motion using magnetic field and conductor generates damping force to promote damping
The new technology of performance.Its principle are as follows: current vortex (the conductor circumference that the motion conduct in local magnetic field is generated by cutting magnetic induction line
The circumferential induced electromotive force of direction generation, induced current), magnetic is hindered to generate between the magnetic field that permanent magnet generates and conductor
The damping force of iron and conductor relative motion, due to the electricresistance effect of conductor, the kinetic energy of conductor is converted by conductor current vortex
It is dissipated for thermal energy, reaches energy-dissipating and shock-absorbing purpose.Compared to traditional Seismic Isolation And Dissipation of Civil Structures device (such as hydraulic damper, viscoplasticity
Damper, lead rubber laminated bearing etc.), current vortex energy-dissipating and shock-absorbing technology consumes energy not against mechanical friction, and there is no leakages, close
The problems such as envelope, Properties of Friction Materials are degenerated, with high reliablity, durability is good, damping energy dissipation performance is strong, antifatigue, construction phase
To the advantages that simple, easy to maintain.
For the seismic response under more effectively control structure severe earthquake action, it is necessary to use current vortex energy-dissipating and shock-absorbing technology
Research and develop novel seismic isolation device.Currently, the research and development such as " variable curvature friction-pendulum shock-insulation branch about novel friction pendulum vibration absorption and isolation support
Seat ", " height-adjustable friction-pendulum shock-insulation support ", " friction-pendulum shock-insulation support with self-checking function ", a kind of " two-way variable curvature
Friction-pendulum shock-insulation support " etc., but mainly to make full use of based on damping device own material performance, the damping of material itself compared with
It is small, and energy-dissipating property can degenerate with the degeneration of damping device material property itself, durability is poor, constructs more complex, inconvenience
Maintenance.
It would therefore be highly desirable to solve the above problems.
Summary of the invention
Technical problem: the object of the present invention is to provide a kind of current vortex friction pendulum vibration absorption and isolation supports, put for conventional friction
The damping of shock isolating pedestal itself is small, and energy-dissipating property can degenerate with the degeneration of shock isolating pedestal Properties of Friction Materials itself, durability
Poor, the shortcomings that can only realizing horizontal direction shock insulation, proposes a kind of to subtract shock insulation principle and novel magnetic rubber using current vortex energy consumption
Glue material realizes non-contact energy consumption, improves shock isolating pedestal durability and damping energy dissipation performance, it can be achieved that structure is in earthquake, typhoon
Equal extreme loads act on the current vortex friction pendulum vibration absorption and isolation support of lower three-dimensional shock damping and insulation.
Technical solution: in order to achieve the above object, a kind of current vortex friction pendulum vibration absorption and isolation support of the present invention includes upper
It is support plate, hinged sliding block, spherical slide plate, lower support plate, permanent magnet, copper sheet, vertical damping spring, limit plate, buffer layer, dust-proof
Circle, bolt hole, sliding block cavity, friction pad, energy consumption pad；The middle part of the lower support plate is equipped with a blind round hole, blind at this
The bottom in hole is successively arranged vertical damping spring, spherical slide plate, friction pad, hinged sliding block from bottom to top, in the middle part of upper bracket plate
Sliding block cavity matches with hinged sliding block, has been disposed radially permanent magnet, phase in the sliding block cavity periphery of upper bracket plate lower surface
The magnetic pole of adjacent permanent magnet is opposite.
Wherein, be provided with buffer layer in the sliding block cavity between the upper bracket plate and hinged sliding block, and upper bracket plate with
The hinged sliding block position outermost that is connected is provided with gap, guarantees that hinged sliding block is free to rotate.
The hinged sliding block bottom surface is provided with friction pad, closely bonds with hinged sliding block.
The upper surface of the spherical slide plate is concave arc shape, and lower surface is flat.
The lower support plate inner bottom surface is provided with the buffer layer being made of magnetic rubber material, the buffer layer center with
Outside circumferential direction is uniformly arranged vertical damping spring.
The lower support plate inside top surface is provided with limit plate, and energy consumption pad, lower support plate and ball are provided on the inside of limit plate
Face slide plate top surface is provided with conductor copper sheet.
The vertical damping spring both ends are connect with the bottom of blind hole in the middle part of the bottom of spherical slide plate, lower support plate respectively.
The upper bracket plate, lower support plate periphery are reserved with bolt hole；Upper bracket plate, lower support plate are connected between periphery
Dustband flexible, dustband can guarantee copper sheet surface cleaning.
Furthermore vertical damping spring is closely connect with buffer layer, cooperative transformation.
The size of the permanent magnet is arranged according to requirements for fortification against earthquake.
The energy consumption mat thickness is determined according to the copper sheet extension of limit plate top surface.
The buffer layer, energy consumption pad are novel magnetic rubber material, have severe deformation and shock-absorbing performance.
Design philosophy of the invention be enhancing support damping energy dissipation performance, promoted support durability, and realize multidimensional subtract every
Shake.
The utility model has the advantages that compared with prior art, the present invention has following remarkable advantage:
1, the present invention is based on current vortex energy-dissipating and shock-absorbing principles converts thermal energy for the kinetic energy of structure and obtains using electricresistance effect
With dissipate, energy dissipation capacity by force with traditional friction material.
2, the present invention realizes non-contact energy consumption, solves by the way that permanent magnet, copper sheet is arranged in upper bracket plate, lower support plate respectively
Conventional friction of having determined puts the shortcomings that shock isolating pedestal is degenerated by mechanical friction energy consumption, Properties of Friction Materials.
3, increase of a kind of current vortex friction pendulum vibration absorption and isolation support of the present invention with horizontal displacement, conductor copper sheet and permanent magnetism
The spacing of iron group is gradually reduced, and the horizontal Equivalent damping coefficient of support is gradually increased, it will help realizes friction pendulum vibration absorption and isolation support
Automatic spacing.
4, the present invention is by being arranged vertical damping spring and buffer layer, it can be achieved that structure three-dimensional subtracts shock insulation.
Detailed description of the invention
Fig. 1 is a kind of cross-sectional view of current vortex friction pendulum vibration absorption and isolation support；
Fig. 2 is a kind of top view of current vortex friction pendulum vibration absorption and isolation support；
Fig. 3 is the cross-sectional view of A-A in Fig. 1；
Fig. 4 is the cross-sectional view of B-B in Fig. 1；
Fig. 5 is the cross-sectional view of C-C in Fig. 1.
Have in figure: upper bracket plate 1；Hinged sliding block 2；Spherical slide plate 3；Lower support plate 4；Permanent magnet 5；Copper sheet 6；Vertical damping
Spring 7；Limit plate 8；Buffer layer 9；Dustband 10；Bolt hole 11；Sliding block cavity 12；Friction pad 13；Consume energy pad 14.
Specific embodiment
A kind of current vortex friction pendulum vibration absorption and isolation support of the present invention includes upper bracket plate, upper bracket plate bottom surface periphery
Hinged sliding block that permanent magnet is connected with upper bracket plate by buffer layer, lower support plate, lower support plate inner bottom surface center and
Periphery is provided with the buffer layer of vertical damping spring, the spherical slide plate of buffer layer top surface and positioned at spherical slide plate and undersetting
The copper sheet of plate top surface, the limit plate of lower support plate inside top surface, the energy consumption pad on the inside of limit plate.
Technical solution of the present invention is described further with reference to the accompanying drawing.
As shown in figures 1 and 3, upper bracket plate 1 is circumferential lays permanent magnet 5, permanent magnet 5 radially, circumferential equal arranged for interval,
Permanent magnet group, permanent magnet 5 and 1 secure bond of upper bracket plate are formed, 5 magnetic pole of adjacent permanent magnets is opposite.Upper bracket plate 1 and hinged cunning
Block 2 is connected by flexible damping layer, and hinged 2 bottom surface of sliding block bonds friction pad.It is arranged circumferentially on the outside of upper bracket plate 1, lower support plate 4
Flexible dustproof circle 10, one end and 1 lower surface bonds of upper bracket plate, the other end are mutually be bonded with lower support plate top surface.Specifically, dust-proof
Circle 10 can be low-friction material along horizontal, vertical free extension, friction pad, and buffer layer is novel magnetic rubber material.
As shown in Figure 1 and Figure 4,3 top surface of spherical slide plate, 4 top surface of lower support plate, 8 top surface of limit plate and lateral surface are laid with
There is copper sheet 6, and is securely connect with copper sheet 6.
As shown in Figure 1 and Figure 5, the inner bottom surface of lower support plate 4 is equipped with vertical damping spring 7 and buffer layer 9, vertical damping bullet
Spring 7 is evenly arranged in 9 center of buffer layer, periphery respectively, spherical slide plate 3, and tight bond is arranged on buffer layer 9, vertically
7 one end of damping spring is connected with 4 inner bottom surface of lower support plate, and the other end is connected with 3 lower surface of spherical slide plate.Lower support plate 4 is pushed up
Uniformly distributed limit plate 8 is distinguished in face inside, periphery, setting energy consumption pad 14, lower support plate periphery prepared screw-bolt hole on the inside of limit plate 8
11；Specifically, 3 cross sectional shape of spherical slide plate is circular curved surface structure, 4 cross sectional shape of lower support plate is round concave inward structure.
As shown in figure 5, buffer layer 9 and vertical 7 tight bond of damping spring, form an entirety, compatibility of deformation is realized.
As shown in Figure 1, the energy consumption of the current vortex friction pendulum vibration absorption and isolation support subtracts shock insulation principle:
When a kind of current vortex friction pendulum vibration absorption and isolation support is by load actions such as horizontal earthquake, typhoons, upper bracket plate 1 with
Relative motion occurs for lower support plate 4, i.e. the copper sheet 6 of 4 top surface of lower support plate occurs relative to the permanent magnet group being made of permanent magnet 5
Relative motion, cutting magnetic induction line movement occurs in the local magnetic field that permanent magnet 5 generates for copper sheet 6, so that copper sheet 6 is in cutting magnetic induction
Magnetic flux when line constantly changes, thus current vortex (the circumferential sense that copper sheet circumferencial direction generates generated inside copper sheet 6
Answer electromotive force, induced current), due to the electricresistance effect of copper sheet 6, the kinetic energy of copper sheet 6 is converted into thermal energy by current vortex and is consumed
It dissipates, reaches energy-dissipating and shock-absorbing purpose；When hinged sliding block 2 meets and exceeds maximum allowable level displacement, energy consumption pad 14 compresses
Deformation plays energy consumption effect with limit plate 8 jointly.
When a kind of current vortex friction pendulum vibration absorption and isolation support is by load actions such as vertical seismic actions, vertical damping spring 7 with
Buffer layer 9 realizes energy-dissipating and shock-absorbing by the way that compressive deformation occurs and draws high deformation, has and deforms significantly and friction energy-dissipating ability.
When hinged sliding block 2 slides to the periphery of spherical slide plate 3, at hinged sliding block 2 the vertical damping spring 7 of the lower section of spherical slide plate 3 with subtract
It shakes layer 9 and passes through compressive deformation energy-dissipating and shock-absorbing；Vertical damping spring 7 and 9 deformed in tension of buffer layer below 3 other side of spherical slide plate
Energy consumption, vertical damping spring can guarantee the playback of spherical slide plate 3, it can be achieved that vertical damping.
It should be pointed out that for those skilled in the art, without departing from the principle of the present invention,
Several improvements and modifications can also be made, these modifications and embellishments should also be considered as the scope of protection of the present invention.In the present embodiment not
The available prior art of specific each component part is realized.
Claims (10)
1. a kind of current vortex friction pendulum vibration absorption and isolation support, it is characterised in that: the vibration absorption and isolation support includes upper bracket plate (1), hinged
Sliding block (2), spherical slide plate (3), lower support plate (4), permanent magnet (5), copper sheet (6), vertical damping spring (7), limit plate (8),
Buffer layer (9), dustband (10), bolt hole (11), sliding block cavity (12), friction pad (13), energy consumption pad (14)；The lower branch
The middle part of seat board (4) be equipped with a blind round hole, the bottom of the blind hole be successively arranged from bottom to top vertical damping spring (7),
Spherical slide plate (3), friction pad (13), hinged sliding block (2), sliding block cavity (12) and hinged sliding block (2) in the middle part of upper bracket plate (1)
It matches, has been disposed radially permanent magnet (5), adjacent permanent magnets in sliding block cavity (12) periphery of upper bracket plate (1) lower surface
(5) magnetic pole is opposite；Lower support plate (4) top surface, spherical slide plate (3) top surface, limit plate (8) top surface and lateral surface are respectively provided with
There are copper sheet (6).
2. a kind of current vortex friction pendulum vibration absorption and isolation support according to claim 1, it is characterised in that: the upper bracket plate
(1) it is provided with buffer layer (9) in the sliding block cavity (12) between hinged sliding block (2), and upper bracket plate (1) and hinged sliding block
(2) the position outermost that is connected is provided with gap, guarantees that hinged sliding block is free to rotate.
3. a kind of current vortex friction pendulum vibration absorption and isolation support according to claim 1, it is characterised in that: the hinged sliding block
(2) bottom surface is provided with friction pad (13), closely bonds with hinged sliding block (2).
4. a kind of current vortex friction pendulum vibration absorption and isolation support according to claim 1, it is characterised in that: the spherical slide plate
(3) upper surface is concave arc shape, and lower surface is flat.
5. a kind of current vortex friction pendulum vibration absorption and isolation support according to claim 1, it is characterised in that: in lower support plate (4)
Bottom surface is provided with the buffer layer (9) being made of magnetic rubber material, which is uniformly arranged perpendicular with outside circumferential direction
It is consistent to damping spring (7) center of circle.
6. a kind of current vortex friction pendulum vibration absorption and isolation support according to claim 1, it is characterised in that: the vertical damping bullet
Spring (7) both ends are connect with the bottom of blind hole in the middle part of the bottom of spherical slide plate (3), lower support plate (4) respectively.
7. a kind of current vortex friction pendulum vibration absorption and isolation support according to claim 1, it is characterised in that: the lower support plate
(4) inside top surface is provided with limit plate (8), and energy consumption pad (14) is provided on the inside of limit plate (8).
8. a kind of current vortex friction pendulum vibration absorption and isolation support according to claim 1, it is characterised in that: the upper bracket plate
(1), lower support plate (4) periphery is reserved with bolt hole (11).
9. a kind of current vortex friction pendulum vibration absorption and isolation support according to claim 1, it is characterised in that: the upper bracket plate
(1), it is connected with dustband flexible (10) between lower support plate (4) periphery, dustband (10) can guarantee copper sheet surface cleaning.
10. a kind of current vortex friction pendulum vibration absorption and isolation support according to claim 1, it is characterised in that: the buffer layer
(9), energy consumption pad (14) is magnetic rubber material, has severe deformation and shock-absorbing performance；Upper bracket plate (1), lower support plate (4) are tool
There is the material of good magnetic property.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710685437.7A CN107366225B (en) | 2017-08-11 | 2017-08-11 | A kind of current vortex friction pendulum vibration absorption and isolation support |
| PCT/CN2018/084950 WO2019029197A1 (en) | 2017-08-11 | 2018-04-27 | Eddy-current friction-pendulum seismic reduction and isolation support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710685437.7A CN107366225B (en) | 2017-08-11 | 2017-08-11 | A kind of current vortex friction pendulum vibration absorption and isolation support |
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| Publication Number | Publication Date |
|---|---|
| CN107366225A CN107366225A (en) | 2017-11-21 |
| CN107366225B true CN107366225B (en) | 2019-05-31 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710685437.7A Active CN107366225B (en) | 2017-08-11 | 2017-08-11 | A kind of current vortex friction pendulum vibration absorption and isolation support |
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| Country | Link |
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| CN (1) | CN107366225B (en) |
| WO (1) | WO2019029197A1 (en) |
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| CN107366225B (en) * | 2017-08-11 | 2019-05-31 | 东南大学 | A kind of current vortex friction pendulum vibration absorption and isolation support |
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| WO2020121029A1 (en) * | 2018-12-12 | 2020-06-18 | Universidad Católica De La Santísima Concepción | Kinematic seismic isolation device |
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| WO2019029197A1 (en) | 2019-02-14 |
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