CN109295844A - A kind of magnetorheological high damping elastomer single support of laminated type - Google Patents

A kind of magnetorheological high damping elastomer single support of laminated type Download PDF

Info

Publication number
CN109295844A
CN109295844A CN201811275995.7A CN201811275995A CN109295844A CN 109295844 A CN109295844 A CN 109295844A CN 201811275995 A CN201811275995 A CN 201811275995A CN 109295844 A CN109295844 A CN 109295844A
Authority
CN
China
Prior art keywords
magnetic
iron core
high damping
lead
single support
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201811275995.7A
Other languages
Chinese (zh)
Other versions
CN109295844B (en
Inventor
陈令坤
史地
崔海军
鲁可
郭富城
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yangzhou University
Original Assignee
Yangzhou University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Yangzhou University filed Critical Yangzhou University
Priority to CN201811275995.7A priority Critical patent/CN109295844B/en
Publication of CN109295844A publication Critical patent/CN109295844A/en
Application granted granted Critical
Publication of CN109295844B publication Critical patent/CN109295844B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

The invention belongs to civil engineering the controlling of vibration field, in particular to a kind of magnetorheological high damping elastomer single support of laminated type.Support includes top steel disk, and the lamination supporting mechanism, lead for retractable pencil and the excitation mechanism that lower part steel disk is arranged in of top steel disk is arranged in lower part steel disk;The lamination supporting mechanism is cylinder, and center is equipped with the circular hole passed through for lead for retractable pencil, and by magnetic rheology elastic body and steel plate, alternately vulcanization is formed lamination supporting mechanism;The excitation mechanism includes magnet exciting coil, bobbin winder bracket and iron core, and magnet exciting coil is wrapped on iron core by bobbin winder bracket;Round hole is set in the middle part of iron core, for positioning lead for retractable pencil.The present invention ensure that the positioning accuracy of total, improve the tightness of connection by the way that lead for retractable pencil to be fixed on to the middle part of lamination supporting mechanism and iron core;And when support occurs shear-deformable, entire lead for retractable pencil can lamination supporting mechanism and iron core it is forced it is lower occur shear-deformable, realize the effect of dissipation energy, the whole damping and rigidity for improving support.

Description

A kind of magnetorheological high damping elastomer single support of laminated type
Technical field
The invention belongs to civil engineering the controlling of vibration technical field, in particular to a kind of magnetorheological high-damping of laminated type Elastomer single support.
Background technique
Structures isolation effect refers to by the way that the Seismic Isolation of Isolation Layer that horizontal rigidity is far below superstructure is arranged in structure bottom, obstructs earthquake Trend superstructure transmitting, to greatly reduce the earthquake response of superstructure.Seismic isolation technology not only damping definite conception, design It is easy for installation, and seismic energy can be effectively absorbed, the horizontal earthquake action of structure is reduced, the antidetonation energy of building is improved Power.Therefore, more obvious using the building advantage of seismic isolation technology compared with previous Anti-quake Architectural Structure Design method.Mesh Before, structures isolation effect has been a kind of earthquake protection technology of mature.
Increase structure self-strength is usually relied in the Vibration Absorbing System Design of bridge or knot is improved using passive rubber support The vibration isolation capability of structure.However, passive rubber support can not be adjusted under big load (such as plane vibration bursts, earthquake) effect Itself lateral stiffness, the destructive displacement for promoting intensity structure is inhibited to generate under the effect of big horizontal shear force, can not also produce The vibrational energy of raw bigger deformation dissipation moment, generally lacks good vibration isolation capability, becomes structure security system In weakest link.
Currently, there is the report that MR damper is added to vibration absorber as bridge cable, but do not consider fundamentally Bridge structure vibration isolation problems.Magnetic rheology elastic body (Magneto-rheologicalElastomers, MRE) is a kind of by micron Grade ferromagnetic particle intersperses among the flexible solid fraction body formed in polymerisation medium (such as rubber), and the characteristics such as rigidity, damping can pass through Externally-applied magnetic field regulates and controls, and has many advantages, such as that response is fast, good reversibility, controllable ability is strong, stability is good, it has also become earthquake-resistant structure subtracts The new hot spot in calamity field has studied the house architectural structure vibration isolation technique based on MRE support if any scholar, uses for magnetorheological support New direction has been explored in large-scale road and bridge building structure aseismatic.
Application No. is a kind of vertical rigidity changeable shock insulation branch is disclosed in 200810111674.3 Chinese invention patent application , it is provided with the variation rigidity curved slab of taper in the support, can passively adjust the rigidity of shock isolating pedestal in the vertical direction.
Application No. is disclose a kind of self-adaptively regulating cutting in 200910062822.1 Chinese invention patent application The laminated intelligent shock-isolation bearing of energy, the support are made of magnetic assembly, sensor and controller, and magnetic assembly is by round magnetorheological bullet Property body and the round alternately laminated composition of magnetic conductive steel plate, driving magnetic field provided by external magnetic circuit.
Application No. is a kind of rigidity-variable vibration-isolating integration is disclosed in 201210224687.8 Chinese invention patent application Intelligent support, the support are made of magnetic conduction subassembly, excitation mechanism and driving power, rigidity can bidirectional modulation, can be according to difference Seismic wave different horizontal rigidities is provided for structure.
The rigidity of the changeable Seismic Isolation of Isolation Layer of foregoing invention patent, to vertically provide different rigidity and damping for structure Power.However for all there is itself initial lateral stiffness, intensity, resistance under big load (such as plane vibration bursts, earthquake) effect Buddhist nun is insufficient, and it is weaker to resist the lower damage capability generated of big horizontal shear force effect.
Therefore, it is adjustable to develop a kind of vertical rigidity that meets, especially increase initial configuration lateral stiffness, intensity, damping, Big horizontal shear force action breaks down is resisted, the magnetorheological support of the biggish displacement of structure is reduced, for reducing bridge structure on ground Vibratory response under shake has important practical significance.
Summary of the invention
Technical problem solved by the invention is to provide a kind of magnetorheological high damping elastomer single support of laminated type.
The technical solution for realizing the aim of the invention is as follows:
A kind of magnetorheological high damping elastomer single support of laminated type, including top steel disk, lower part steel disk are arranged on top Lamination supporting mechanism, lead for retractable pencil and the excitation mechanism that lower part steel disk is set of steel disk;The lamination supporting mechanism is cylinder, Center is equipped with the circular hole passed through for lead for retractable pencil, and by magnetic rheology elastic body and steel plate, alternately vulcanization is formed lamination supporting mechanism;It is described to encourage Magnetic mechanism includes magnet exciting coil, bobbin winder bracket and iron core, and magnet exciting coil is wrapped on iron core by bobbin winder bracket;Setting circle in the middle part of iron core Shape hole, for positioning lead for retractable pencil.
The magnet exciting coil is insulated copper wire, and the both ends of magnet exciting coil connect DC power supply, and the bobbin winder bracket is non-magnetic Aluminium alloy.
The iron core, top steel disk and lower part steel disk are made of mild steel.
The diameter of the iron core is equal to the diameter of lamination supporting mechanism, and the diameter of lead for retractable pencil and the diameter proportion of iron core are 1:9.
The bobbin winder bracket is non-magnetic 6061 aluminium alloy;The diameter of the iron core is 0.92m.
The magnetic rheology elastic body matrix is silicon rubber, the ball shaped hydroxy iron powder that magnetic-particle is 3-8 μm of partial size, compounding agent For Hinered phenols antioxidant, dimethicone and carbon black.
The silicon rubber is 704 silicon rubber.
The magnetic rheology elastic body is made with the following method:
(1) matrix, magnetic-particle and compounding agent are stirred evenly, obtains magnetic rheological body mixture;
(2) mixture merging vacuum oven is subjected to deaeration processing;
(3) it after deaeration processing, injects in the shaper of aluminum, is put into field generator for magnetic and carries out at pre- structuring Reason;
(4) it will be equipped with the mold of magnetic rheology elastic body, vulcanize hour at room temperature to get silicon substrate magnetic rheology elastic body is arrived.
Proceeding magnetic field is 600-800mT in field generator for magnetic in the step (3), is handled time 1.5-2.5 hours.
Step (4) the room temperature vulcanization time is 20-30 hours.
Compared with prior art, the present invention its remarkable advantage:
(1) middle part of the invention by the way that lead for retractable pencil to be fixed on to lamination supporting mechanism and iron core, ensure that determining for total Position precision, improves the tightness of connection;And when support occurs shear-deformable, entire lead for retractable pencil can be in lamination supporting mechanism and iron The forced lower generation of core is shear-deformable, realizes the effect of dissipation energy, the whole damping and rigidity for improving support.
(2) alternately vulcanization is formed lamination supporting mechanism of the invention by magnetic rheology elastic body and steel plate, solves magnetic current Become the lesser magnetic conductivity of elastomer itself, is difficult magnetically saturated feature, to enhance its magnetic induction intensity in magnetic field, mentions Ascending branch seat entirety arrives this ability.
(3) iron core of the invention, top steel disk and lower part steel disk are made of mild steel, and mild steel has high magnetic permeability, Bobbin winder bracket is selected as non-magnetic aluminium alloy, further improves the isolating affection of support.
(4) diameter of iron core is set as 0.92m, in not shadow by the way that the diameter ratio of lead for retractable pencil and iron core is set as 1:9 by the present invention On the basis of ringing lamination supporting mechanism performance, significantly more efficient absorption seismic energy limits the horizontal distortion of support.
(5) magnetic rheology elastic body that the present invention passes through, by adding 3-8 μm of ball shaped hydroxy iron powder in silicon substrate, with And the compounding agents such as Hinered phenols antioxidant, dimethicone and carbon black, make magnetic rheology elastic body obtained, it is horizontal to increase initial configuration To rigidity, intensity, the performance of damping, achievees the effect that the magnetic rheology effect of reinforcing material, reduces structure larger displacement.
(6) there are two critical functions for support of the invention tool: when input current is zero, the laminated structure of the support still structure Guarantee " fail-safe " at passive support;When to support input current, support has horizontal shear modulus, vertical extrusion die Amount can produce the ability of significant change, so that its own parameter (rigidity, damping) is adjustable, have the energy for resisting impact load Power achievees the effect that anti-vibration and shock, protects bridge structure safe.
Present invention is further described in detail with reference to the accompanying drawing.
Detailed description of the invention
Fig. 1 is the magnetorheological high damping elastomer single bearing structure illustration of laminated type of the present invention.
Description of symbols
The top 1- steel disk, 2- lamination supporting mechanism, 3- magnetic rheology elastic body, 4- steel plate, 5- excitation mechanism, 6- excitation wire Circle, 7- bobbin winder bracket, 8- iron core, 9- lead for retractable pencil, the lower part 10- steel disk.
Specific embodiment
As shown in Figure 1, the magnetorheological high damping elastomer lead for retractable pencil support of laminated type provided by the invention include top steel disk 1, Lower part steel disk 10, lamination supporting mechanism 2, lead for retractable pencil 9, excitation mechanism 5;Lamination supporting mechanism 2 and excitation mechanism 5 are connected to support On the steel disk of upper and lower part;Wherein lamination support machine 2 vulcanizes lamination using high-damping magnetic rheology elastic body-steel plate;Excitation mechanism 5 is It is wrapped on iron core 8 by magnet exciting coil 6 by bobbin winder bracket 7;Wherein magnet exciting coil 6 is made of insulated copper wire, and both ends connect DC power supply;Iron core 8 is made of the mild steel of high magnetic permeability, the carrier as lamination support construction;It is tied in the middle part of conducting magnet core 8 Structure is hollow, for positioning lead for retractable pencil 9, guarantees the tightness of positioning accuracy and connection;Lead for retractable pencil 9 is fixed on iron core 8 and lamination support machine The center of structure 2, when support occurs shear-deformable, entire lead for retractable pencil 9 can be in the forced lower generation of lamination supporting mechanism 2 and iron core 8 It is shear-deformable, realize the effect of dissipation energy, the whole damping and rigidity for improving support.Lead for retractable pencil 9 is not less than using purity 99.99% high-purity lead pig, the chemical component of lead should meet the regulation of GB/T 469.
Room temperature vulcanized silicone rubber of the magnetic rheology elastic body 3 as basis material, the partial size 3 as magnetic-particle~ 8 μm of ball shaped hydroxy iron powder, compounding agent are that Hinered phenols antioxidant, dimethicone, carbon black and other compounding agents stir evenly And magnetic rheological body mixture is made.After stirring, said mixture merging vacuum oven is subjected to deaeration processing, injects aluminium In the shaper of system, then being put into field generator for magnetic to carry out pre- structuring processing i.e. proceeding magnetic field by experiment is 700mT, when Between about 2 hours.Magnetic field will lead to granulated into chain or more complicated structure, and magnetic-particle will keep these structures after solidifying It is constant, to obtain anisotropy.Then the mold for being equipped with magnetic rheology elastic body MRE is placed on vulcanization 24 hours at room temperature, i.e., Rubber silicon substrate MRE finished product can be prepared.The vulcanizing treatment refers to the raw rubber and vulcanizing agent generation made in sizing material under certain condition Chemical reaction makes it become the macromolecular of space network by the macromolecules cross-linking of linear structure, makes to have sizing material High intensity, high resiliency, high abrasion, anticorrosive etc. excellent performance.Room temperature vulcanized silicone rubber have water-fast, resistance to ozone, resistance to electric arc, The advantages that Inverter fed motor and weather-resistant.It can be used in -60~200 DEG C of temperature ranges.
The characteristics of ball shaped hydroxy iron powder has magnetic conductivity low, and demagnetization is fast, remanent magnetism is few, particle size uniformity.
The Hinered phenols antioxidant can form reversible hydrogen bond with polymer matrix molecule, and high polymer is by extraneous vibration When, hydrogen bond occurs fracture or weakens, and vibrational energy is changed into thermal energy, generates damping effect.
The dimethicone can make mixture be easy stirring, additional amount is directly related to solidify after elastomer Hardness influences the performance of elastomer.
The carbon black is capable of the magnetic rheology effect of reinforcing material, the fissipation factor for reducing material, the thermostabilization for improving material Property.
The iron core 8, upper and lower part steel disk material use but are not limited to the mild steel of high magnetic permeability and be made.
The lamination supporting mechanism 2 special construction mutually overlapping using steel plate 4 and magnetic rheology elastic body 3, solves The lesser magnetic conductivity of magnetic rheology elastic body itself, is difficult magnetically saturated feature, so that it is strong to enhance its magnetic induction in magnetic field Degree, promote support entirety arrives this ability.
The magnetic rheology elastic body 3 and steel plate 4 is circular ring shape, in alternately vulcanization lamination.
The steel disk up and down, iron core use but are not limited to the mild steel of high magnetic permeability and be made, and size should meet support The requirement of the bearing capacity upper limit, pole orientation is required according to susceptor design and the DC power supply cathode and anode directions of magnet exciting coil 6 determine.
A kind of the size of each part of the magnetorheological high damping elastomer single support of laminated type, including top steel disk 1 With the diameter and thickness of lower part steel disk 10, the number of plies, internal diameter, outer diameter and the thickness of magnetic rheology elastic body 3, the number of plies of magnetic conductive steel plate 4, Internal diameter, outer diameter and thickness, internal diameter, outer diameter and the number of turns of magnet exciting coil, the parameters such as size of lead for retractable pencil 9 need to be according to the dynamics of structure The calculating such as parameter, the rigidity of quasi- control and dampening range, quasi- frequency, the performance of magnetic rheology elastic body of seismic wave born are asked ?.
A kind of part design size of the magnetorheological high damping elastomer single support of the laminated type.Design size reference Specification " highway bridge lead rubber bearing " (JT/T 822-2011) Y4Q920X243G1.2, pedestal configurations design set by The magnetorheological support of meter is used for railroad bridge, and diameter about 0.8m-1m, upper and lower steel disk 1170*1170*23, iron core diameter is equal to branch Seat diameter=0.92m, iron core 200mm height.
Steel plate thickness 3mm, steel plate use the steel plate not less than Q235A performance, laminated rubber thickness tr=20mm, 9 layers of rubber (n =9), rubber layer diameter d0=0.92m, lead core diameter dp, take dp=110mm.
Bobbin winder bracket 7 uses non-magnetic 6061 aluminium alloy, the internal diameter 870mm of bobbin winder bracket, outer diameter 1054mm, height 200mm.Line Circle: copper enameled wire loop, line footpath 1mm.
A kind of magnetorheological high damping elastomer single support of laminated type by be stacked alternately together, shape it is identical simultaneously The integral magnetic rheology elastic body 3 of vulcanizing treatment, magnetic conductive steel plate 4, and separated with magnetic rheology elastic body, be wrapped in magnetic conduction iron Coil windings composition on core, these components thus form a complete closed magnetic and return between the steel disk of upper and lower part Road, closed circuit are shown in Fig. 1 dotted portion.When encountering situations such as happening suddenly earthquake, which can receive signal by sensor, lead to The power for crossing signal judges earthquake size, to change the electric current of coil windings to change the magnetic flux in magnetic circuit;The magnetic of variation When flux is perpendicular through magnetic rheology elastic body, the storage modulus and fissipation factor of material can change, so as to according to outside Respond the cutting performance of this support of adaptively changing.

Claims (10)

1. a kind of magnetorheological high damping elastomer single support of laminated type, which is characterized in that including top steel disk (1), lower part steel The excitation in the lamination supporting mechanism (2) of top steel disk (1), lead for retractable pencil (9) and setting in lower part steel disk (10) is arranged in disk (10) Mechanism (5);The lamination supporting mechanism (2) is cylinder, and center is equipped with the circular hole passed through for lead for retractable pencil (9), lamination supporting mechanism (2) by magnetic rheology elastic body (3) and steel plate (4), alternately vulcanization is formed;The excitation mechanism (5) includes magnet exciting coil (6), coiling Frame (7) and iron core (8), magnet exciting coil (6) are wrapped on iron core (8) by bobbin winder bracket (7);Round hole is set in the middle part of iron core (8), For positioning lead for retractable pencil (9).
2. the magnetorheological high damping elastomer single support of laminated type according to claim 1, which is characterized in that the excitation Coil (6) is insulated copper wire, and the both ends of magnet exciting coil (6) connect DC power supply, and the bobbin winder bracket (7) is non-magnetic aluminium alloy.
3. the magnetorheological high damping elastomer single support of laminated type according to claim 2, which is characterized in that the iron core (8), top steel disk (1) and lower part steel disk (10) are made of mild steel.
4. the magnetorheological high damping elastomer single support of laminated type according to claim 3, which is characterized in that the iron core (8) diameter is equal to the diameter of lamination supporting mechanism (2), and the diameter of lead for retractable pencil (9) and the diameter proportion of iron core (8) are 1:9.
5. the magnetorheological high damping elastomer single support of laminated type according to claim 4, which is characterized in that the coiling Frame is non-magnetic 6061 aluminium alloy;The diameter of the iron core (8) is 0.92m.
6. the magnetorheological high damping elastomer single support of laminated type according to claim 1, which is characterized in that the magnetic current Become elastomer (3) matrix as silicon rubber, the ball shaped hydroxy iron powder that magnetic-particle is 3-8 μm of partial size, compounding agent resists for Hinered phenols Oxygen agent, dimethicone and carbon black.
7. the magnetorheological high damping elastomer single support of laminated type according to claim 6, which is characterized in that the silicon rubber Glue is 704 silicon rubber.
8. according to the magnetorheological high damping elastomer single support of the described in any item laminated types of claim 6-7, which is characterized in that The magnetic rheology elastic body (3) is made with the following method:
(1) matrix, magnetic-particle and compounding agent are stirred evenly, obtains magnetic rheological body mixture;
(2) mixture merging vacuum oven is subjected to deaeration processing;
(3) it after deaeration processing, injects in the shaper of aluminum, is put into field generator for magnetic and carries out pre- structuring processing;
(4) it will be equipped with the mold of magnetic rheology elastic body, vulcanize hour at room temperature to get silicon substrate magnetic rheology elastic body is arrived.
9. according to the magnetorheological high damping elastomer single support of the described in any item laminated types of claim 6, which is characterized in that institute Stating in step (3) proceeding magnetic field in field generator for magnetic is 600-800mT, is handled time 1.5-2.5 hours.
10. according to the magnetorheological high damping elastomer single support of the described in any item laminated types of claim 6, which is characterized in that Step (4) the room temperature vulcanization time is 20-30 hours.
CN201811275995.7A 2018-10-30 2018-10-30 Laminated magnetorheological high-damping elastomer single-core support Active CN109295844B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811275995.7A CN109295844B (en) 2018-10-30 2018-10-30 Laminated magnetorheological high-damping elastomer single-core support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811275995.7A CN109295844B (en) 2018-10-30 2018-10-30 Laminated magnetorheological high-damping elastomer single-core support

Publications (2)

Publication Number Publication Date
CN109295844A true CN109295844A (en) 2019-02-01
CN109295844B CN109295844B (en) 2024-08-23

Family

ID=65145407

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811275995.7A Active CN109295844B (en) 2018-10-30 2018-10-30 Laminated magnetorheological high-damping elastomer single-core support

Country Status (1)

Country Link
CN (1) CN109295844B (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109877229A (en) * 2019-04-23 2019-06-14 上海应用技术大学 Controllable damping Drawing Die based on magnetic rheology elastic body buffer unit
CN109899443A (en) * 2019-04-15 2019-06-18 南京林业大学 A kind of vibration absorber based on magnetic rheology elastic body
CN109972667A (en) * 2019-03-20 2019-07-05 南京理工大学 A kind of composite-structure magnetorheological elastomer negative stiffness isolator
CN110700084A (en) * 2019-09-09 2020-01-17 扬州大学 Laminated magneto-rheological vibration isolation support based on transmission lifting device
CN111946127A (en) * 2020-08-19 2020-11-17 天津城建大学 Magnetorheological elastomer intelligent shock insulation support with high vertical bearing capacity
CN114017468A (en) * 2021-11-16 2022-02-08 南京理工大学 Combined type magneto-rheological elastomer vibration isolator capable of realizing multidirectional vibration control

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20110072410A (en) * 2009-12-22 2011-06-29 재단법인 포항산업과학연구원 Seismic isolating apparatus
CN102733483A (en) * 2012-07-02 2012-10-17 大连理工大学 Variable rigidity shock insulation integral intelligent support seat
CN103696504A (en) * 2013-12-24 2014-04-02 北京化工大学 Multilayer rubber laminated isolation bearing
CN105976964A (en) * 2016-03-16 2016-09-28 天长市昭田磁电科技有限公司 Magnetic core material having good heat dissipation performance
CN107459821A (en) * 2017-10-09 2017-12-12 常州金艺广告传媒有限公司 A kind of silicon rubber magnetorheological elastomer composite material and preparation method thereof
CN209243554U (en) * 2018-10-30 2019-08-13 扬州大学 A kind of magnetorheological high damping elastomer single support of laminated type

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20110072410A (en) * 2009-12-22 2011-06-29 재단법인 포항산업과학연구원 Seismic isolating apparatus
CN102733483A (en) * 2012-07-02 2012-10-17 大连理工大学 Variable rigidity shock insulation integral intelligent support seat
CN103696504A (en) * 2013-12-24 2014-04-02 北京化工大学 Multilayer rubber laminated isolation bearing
CN105976964A (en) * 2016-03-16 2016-09-28 天长市昭田磁电科技有限公司 Magnetic core material having good heat dissipation performance
CN107459821A (en) * 2017-10-09 2017-12-12 常州金艺广告传媒有限公司 A kind of silicon rubber magnetorheological elastomer composite material and preparation method thereof
CN209243554U (en) * 2018-10-30 2019-08-13 扬州大学 A kind of magnetorheological high damping elastomer single support of laminated type

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109972667A (en) * 2019-03-20 2019-07-05 南京理工大学 A kind of composite-structure magnetorheological elastomer negative stiffness isolator
CN109972667B (en) * 2019-03-20 2020-09-25 南京理工大学 Composite-structure magnetorheological elastomer negative-stiffness shock isolator
CN109899443A (en) * 2019-04-15 2019-06-18 南京林业大学 A kind of vibration absorber based on magnetic rheology elastic body
CN109899443B (en) * 2019-04-15 2024-08-09 南京林业大学 Damping device based on magneto-rheological elastomer
CN109877229A (en) * 2019-04-23 2019-06-14 上海应用技术大学 Controllable damping Drawing Die based on magnetic rheology elastic body buffer unit
CN110700084A (en) * 2019-09-09 2020-01-17 扬州大学 Laminated magneto-rheological vibration isolation support based on transmission lifting device
CN111946127A (en) * 2020-08-19 2020-11-17 天津城建大学 Magnetorheological elastomer intelligent shock insulation support with high vertical bearing capacity
CN114017468A (en) * 2021-11-16 2022-02-08 南京理工大学 Combined type magneto-rheological elastomer vibration isolator capable of realizing multidirectional vibration control
CN114017468B (en) * 2021-11-16 2023-08-18 南京理工大学 Composite magnetorheological elastomer vibration isolator capable of realizing multidirectional vibration control

Also Published As

Publication number Publication date
CN109295844B (en) 2024-08-23

Similar Documents

Publication Publication Date Title
CN109295844A (en) A kind of magnetorheological high damping elastomer single support of laminated type
CN101586641B (en) Laminated intelligent shock-isolation bearing capable of self-adaptively regulating cutting performance
CN109899443B (en) Damping device based on magneto-rheological elastomer
CN102733483A (en) Variable rigidity shock insulation integral intelligent support seat
CN209243554U (en) A kind of magnetorheological high damping elastomer single support of laminated type
CN100371623C (en) Magnetorheological suspensions damping device for automobile suspension system
US11293512B2 (en) Multi-dimensional eddy current tuned mass damper
JP5110627B2 (en) Wire ring parts
CN104595402B (en) A kind of electromagnetism branch circuit damping absorber adopting annular permanent magnet
JP5110628B2 (en) Wire ring parts
CN110184906B (en) Air bag type magnetorheological elastomer laminated bridge support
CN107013073B (en) Composite-structure magnetorheological elastomer isolator
CN109972667B (en) Composite-structure magnetorheological elastomer negative-stiffness shock isolator
CN110344320B (en) Magnetorheological elastomer bridge support
CN107387631A (en) A kind of self-induction reluctance type electromagnetic damper
CN110344318A (en) A kind of anti-collision bridge pier
US9581214B2 (en) Semi-active isolators based on magnetorheological nanocomposites
CN105178467A (en) Wide-range-adjustable magnetic-sensitive rubber support of coextrusion-shear modes
CN102619293A (en) Semi-active particle vibration damping device with truss structure
CN209781557U (en) vibration damper based on magnetorheological elastomer
CN210238273U (en) Multidimensional seismic isolation and reduction intelligent bridge bearing
CN104196947B (en) Vibration damping device and method of stamping machine tool
CN110273963B (en) Permanent magnet type magnetorheological vibration isolator with adjustable rigidity and damping
CN107881861A (en) A kind of electromagnetic damping shock-absorption backing plate
CN105650178A (en) Self-cooling magneto-sensitive elastomer support

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant