CN209243936U - A kind of suspension type energy consumption shock isolating pedestal - Google Patents

A kind of suspension type energy consumption shock isolating pedestal Download PDF

Info

Publication number
CN209243936U
CN209243936U CN201821595294.7U CN201821595294U CN209243936U CN 209243936 U CN209243936 U CN 209243936U CN 201821595294 U CN201821595294 U CN 201821595294U CN 209243936 U CN209243936 U CN 209243936U
Authority
CN
China
Prior art keywords
transverse slat
cavity
connecting plate
side wall
plate
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.)
Expired - Fee Related
Application number
CN201821595294.7U
Other languages
Chinese (zh)
Inventor
陶然
陈睦锋
廖盛薪
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.)
Foshan University
Original Assignee
Foshan 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 Foshan University filed Critical Foshan University
Priority to CN201821595294.7U priority Critical patent/CN209243936U/en
Application granted granted Critical
Publication of CN209243936U publication Critical patent/CN209243936U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of suspension type energy consumption shock isolating pedestals, including box body, carrying suspender, energy consumption shock insulation part;Box body is equipped with cavity, and the top of cavity is equipped with cover board, and cover board is equipped with notch;Carrying suspender includes loading plate, connecting plate, transverse slat, more suspension lines, and the upper end of connecting plate is fixedly connected with the lower end surface of loading plate, and the lower end of connecting plate passes through notch and protrudes into cavity, and transverse slat is set on the lower end of connecting plate;The length of notch is greater than the length of connecting plate, and the width of notch is greater than the width of connecting plate;The both ends of suspension line are separately connected cover board, transverse slat;Damping fluid is filled in cavity, the height of damping fluid is higher than the height of transverse slat;The energy consumption shock insulation part is set between transverse slat and cavity bottom, and return unit is equipped between transverse slat and cavity.The utility model vertical bearing capacity with higher, good vertical vibration isolation effect and energy dissipation capacity, and be not susceptible to deform, structure is simple, and it is easy to use, it is easily installed, it can be cheap with volume production.

Description

A kind of suspension type energy consumption shock isolating pedestal
Technical field
The utility model relates to vibration damping holder technical field, especially a kind of suspension type energy consumption shock isolating pedestal.
Background technique
Base Isolation Technology most representative innovative anti-seismic technology since being known as 20th century is earthquake resistant engineering and knot Structure design provides new innovation direction and Research Thinking, to ensure that major design provides safely possibility.Structure basis shock isolator System press shock insulation mechanism different demarcation, mainly have at present: laminated rubber bearing vibration-isolating system, sliding friction vibration-isolating system, combination every Shake system, friction pendulum system, roller bearing or ball friction isolation system, there are also the sliding concave surface base isolation systems occurred recently Deng.Wherein, more commonly used is laminated rubber bearing vibration-isolating system, and laminated rubber bases have good horizontal deformation and resistance Buddhist nun's energy dissipation capacity, but the vertical bearing capacity of laminated rubber damping bearing is limited, and laminated rubber vertical direction by After the ultimate bearing of rubber, expendable deformation can occur for rubber.
Utility model content
Technical problem to be solved by the utility model is: it is simple, easy to use, with higher vertical to provide a kind of structure Bearing capacity and good energy consumption isolating affection and the suspension type energy consumption shock isolating pedestal for being not susceptible to deformation.
The solution that the utility model solves its technical problem is:
A kind of suspension type energy consumption shock isolating pedestal, including box body further include carrying suspender, energy consumption shock insulation part;The box body Equipped with cavity, the top of the cavity is equipped with cover board, and the cover board is equipped with notch;The carrying suspender include loading plate, Connecting plate, transverse slat, more suspension lines, the upper end of the connecting plate are fixedly connected with the lower end surface of loading plate, the connecting plate Lower end passes through notch and protrudes into cavity, and the transverse slat is set on the lower end of connecting plate;The length of the notch is greater than connecting plate Length, the width of the notch are greater than the width of connecting plate;The both ends of the suspension line are separately connected cover board, transverse slat;The sky Intracavitary to be filled with damping fluid, the height of the damping fluid is higher than the height of transverse slat;The energy consumption shock insulation part is set to transverse slat and cavity Between bottom;The energy consumption shock insulation part includes more springs, upper end, the lower end of the spring abut respectively the lower end surface of transverse slat, The bottom of cavity;Suspension line is made to be in relaxed state under the spring free state;The spring includes that the big apical ring of base ring is small The first tower spring, the base ring of first tower spring is connected to the bottom of cavity, the apical ring of first tower spring It is abutted with the lower end surface of transverse slat;It further include return unit, the return unit includes the second small tower spring of the big apical ring of base ring, described Second tower spring is horizontally disposed;The apical ring of second tower spring is connected on the side wall of transverse slat, the second tower bullet The base ring clamping of spring is on the sidewalls of the cavities;Transverse slat is made to be in the middle part of cavity under the second tower spring free state.
As a further improvement of the above technical scheme, second tower spring has more, more second tower springs Be separately connected the front side wall of transverse slat and the front side wall of cavity, the rear wall of the rear wall of transverse slat and cavity, transverse slat left side wall with The right side wall of the left side wall of cavity, the right side wall of transverse slat and cavity.
As a further improvement of the above technical scheme, the connecting plate has two pieces, and two pieces of connecting plates are set side by side, described Loading plate is horizontally disposed, and two pieces of connecting plates are vertical on the lower end surface of loading plate, and the transverse slat level is set to two pieces of connections On the lower end of plate;The length of the notch is greater than the spacing between two pieces of connecting plates.
As a further improvement of the above technical scheme, the suspension line includes steel strand wires, and the steel strand wires have four, and four The lower end of root steel strand wires is evenly spaced apart to be located on transverse slat, and the upper end of four steel strand wires is fixed on the cover board.
It as a further improvement of the above technical scheme, further include multiple stiffeners, the stiffener triangular shape is more A stiffener is respectively arranged on the junction of cavity sidewalls and cover board, the junction of cavity sidewalls and cavity bottom, connecting plate and cross On the junction of plate.
As a further improvement of the above technical scheme, bottom plate is additionally provided on the lower end surface of the box body, the bottom plate Edge is located at the outside of box body;The bottom plate is equipped with several screw rods, and the screw rod is set to the outside of box body.
As a further improvement of the above technical scheme, the box body, cover board, loading plate, connecting plate, transverse slat are by steel plate It is made.
The beneficial effects of the utility model are: the utility model vertical bearing capacity with higher, it is good vertically every Effect of shaking and energy dissipation capacity, and be not susceptible to deform, structure is simple, and it is easy to use, it is easily installed, it can be with volume production, low cost It is honest and clean.
Detailed description of the invention
It, below will be to required in embodiment description in order to illustrate more clearly of the technical scheme in the embodiment of the utility model Attached drawing to be used is briefly described.Obviously, described attached drawing is a part of the embodiment of the utility model, rather than complete Portion's embodiment, those skilled in the art without creative efforts, can also be obtained according to these attached drawings it His design scheme and attached drawing.
Fig. 1 is the cross-sectional view of the utility model.
Specific embodiment
It is carried out below with reference to technical effect of the embodiment and attached drawing to the design of the utility model, specific structure and generation It clearly and completely describes, to be completely understood by the purpose of this utility model, feature and effect.Obviously, described embodiment It is a part of the embodiment of the utility model, rather than whole embodiments, it is based on the embodiments of the present invention, the skill of this field Art personnel other embodiments obtained without creative efforts belong to the model of the utility model protection It encloses.In addition, all connection/connection relationships being previously mentioned in text, not singly refer to that component directly connects, and referring to can be according to specific reality Situation is applied, by adding or reducing couple auxiliary, Lai Zucheng more preferably coupling structure.Each technology in the invention is special Sign, can be with combination of interactions under the premise of not conflicting conflict.
Referring to Fig.1, a kind of suspension type energy consumption shock isolating pedestal, including box body 1 further include carrying suspender, energy consumption shock insulation part 6;The box body 1 is equipped with cavity 11, and the top of the cavity 11 is equipped with cover board 12, and the cover board 12 is equipped with notch;It is described to hold Carrying suspender includes loading plate 21, connecting plate 22, transverse slat 23, more suspension lines 24, the upper end of the connecting plate 22 and loading plate 21 lower end surface is fixedly connected, and the lower end of the connecting plate 22 passes through notch and protrudes into cavity 11, and the transverse slat 23 is set to connection On the lower end of plate 22;The length of the notch is greater than the length of connecting plate 22, and the width of the notch is greater than the width of connecting plate 22 Degree;The both ends of the suspension line 24 are separately connected cover board 12, transverse slat 23;Damping fluid, the damping are filled in the cavity 11 The height of liquid is higher than the height of transverse slat 23;The energy consumption shock insulation part 6 is set between 11 bottom of transverse slat 23 and cavity;The energy consumption Shock insulation part 6 includes more springs, and upper end, the lower end of the spring abut the bottom of the lower end surface of transverse slat 23, cavity 11 respectively;Institute It states and suspension line 24 is made to be in relaxed state under spring free state;The spring includes the first small tower bullet of the big apical ring of base ring Spring, the base ring of first tower spring are connected to the bottom of cavity 11, apical ring and the transverse slat 23 of first tower spring Lower end surface abuts;It further include return unit, the return unit includes the second small tower spring 7 of the big apical ring of base ring, second tower Formula spring 7 is horizontally disposed;The apical ring of second tower spring 7 is connected on the side wall of transverse slat 23, second tower spring 7 base ring is connected on the side wall of cavity 11;Transverse slat 23 is made to be in cavity 11 under second tower spring, 7 free state Middle part.In use, superstructure is mounted on loading plate 21, since the both ends of suspension line 24 are separately connected cover board 12, transverse slat 23, the weight of superstructure is transferred to box body 1 by loading plate 21, connecting plate 22, transverse slat 23, suspension line 24, cover board 12, because This, the shock isolating pedestal vertical bearing capacity with higher in the utility model, and be not susceptible to deform.Transverse slat 23 is immersed in damping In liquid, when superstructure is motivated by lesser ground, there are certain frictional force, the frictions between transverse slat 23 and damping fluid Power prevents superstructure from shaking, and building is made to keep stablizing;When ground, excitation is more than a certain limit value, Seismic Isolation of Isolation Layer geological process will More than frictional force, loading plate 21 is swung by connecting plate 22 with motion plate 23, the absorbable simultaneously dissipation energy of damping fluid, from And play function of shock insulation.Meanwhile the shock insulation part 6 that consumes energy is set between 11 bottom of transverse slat 23 and cavity, when superstructure is vertically being sent out When raw vibration, vertical motion is transferred to energy consumption shock insulation part 6 by transverse slat 23, and energy consumption shock insulation part 6 absorbs the vibration on vertical direction, To play the effect of vertical vibration isolation, energy consumption.The length of notch is greater than the length of connecting plate 22, and the width of notch is greater than connecting plate 22 width is when being swung by connecting plate 22 with motion plate 23 in order to ensure loading plate 21, and connecting plate 22 has movable Space.More springs are evenly distributed between transverse slat 23 and the bottom of cavity 11, when superstructure vertically vibrate when, shake Dynamic to be transferred to more springs by transverse slat 23, more springs absorb the vibration on vertical direction, to play vertical vibration isolation, energy consumption Effect.It of courses, consumes energy shock insulation part 6 other than it can use spring, can also be consumed energy earthquake isolating equipment using damper etc..On Before portion's structure is not installed at loading plate 21, suspension line 24 is made to be in relaxed state under spring free state, when superstructure is pacified When on loading plate 21, the weight of superstructure tightens suspension line 24, while transverse slat 23 being made to squeeze spring, a side Face can mitigate the burden of suspension line 24, and on the other hand, when superstructure is when vertically vibrating, vertical motion passes through cross Plate 23 is transferred to more springs, and more springs absorb the vibration on vertical direction, to play the effect of vertical vibration isolation, energy consumption. The first big apical ring of tower spring base ring is small, the elastic force of the first tower spring be not it is linear, the first tower spring more by compress its Bounce is bigger, and when superstructure is after vertically vibrating, it is bigger that transverse slat 23 moves downward stroke, and the first tower spring rebounds Power is bigger, and energy dissipating effect is more effective.The lower end surface of transverse slat 23, the bottom of cavity 11 are equipped with buckle, during installation, direct handle Base ring, the apical ring of first tower spring are connected on buckle, facilitate the installation of the first tower spring.It, can be in transverse slat in production 23 lower end surface, cavity 11 bottom multiple buckles are set during installation can be as needed, use a certain number of first towers Formula spring, then a certain number of first tower springs are uniformly mounted between transverse slat 23 and the bottom of cavity 11 by buckle. The middle part of cover board 12 is arranged in notch, makes transverse slat 23 be in the middle part of cavity 11 under 7 free state of the second tower spring, and horizontal Plate 23 is in the underface of notch.Return unit is set, and when superstructure shakes, loading plate 21 is driven by connecting plate 22 When transverse slat 23 is swung, on the one hand, return unit can make transverse slat 23 be restored back to the middle part of cavity 11, so that on Portion's structure is restored back to origin-location, on the other hand, is restored back to the process at the middle part of cavity 11, the second tower bullet in transverse slat 23 Spring 7 also absorbs the shaking of superstructure in the horizontal direction, to play the effect laterally to consume energy.Equally, the second tower spring 7 The big apical ring of base ring is small, the elastic force of the second tower spring 7 be not it is linear, the second tower spring 7 more by compress its bounce it is bigger, After superstructure shakes, the stroke of 23 horizontal jitter of transverse slat is bigger, and 7 bounce of the second tower spring is bigger, energy dissipating It acts on more effective.Equally, the side wall of transverse slat 23, cavity 11 side wall on be arranged buckle, facilitate the peace of the second tower spring 7 Dress.
It is further used as preferred embodiment, second tower spring 7 there are more, and more second tower springs 7 divide Not Lian Jie transverse slat 23 front side wall and the front side wall of cavity 11, the rear wall of the rear wall of transverse slat 23 and cavity 11, transverse slat 23 The left side wall of left side wall and cavity 11, the right side wall of transverse slat 23 and the right side wall of cavity 11.More second tower springs 7 connect respectively Connect the left side of the front side wall of transverse slat 23 and the front side wall of cavity 11, the rear wall of the rear wall of transverse slat 23 and cavity 11, transverse slat 23 The left side wall of wall and cavity 11, the right side wall of transverse slat 23 and the right side wall of cavity 11, no matter superstructure is shaken toward which direction, More second tower springs 7 can make superstructure quickly be restored back to origin-location, while also quickly absorb top knot The shaking of structure in the horizontal direction, to play preferably lateral energy consumption effect.
It is further used as preferred embodiment, the connecting plate 22 there are two pieces, and two pieces of connecting plates 22 are set side by side, described Loading plate 21 is horizontally disposed, and two pieces of connecting plates 22 are vertical on the lower end surface of loading plate 21, and 23 level of transverse slat is set to On the lower end of two pieces of connecting plates 22;The length of the notch is greater than the spacing between two pieces of connecting plates 22.Due to superstructure Weight is transferred on transverse slat 23 by loading plate 21, connecting plate 22, and connecting plate 22 is more than utmost carrying ability and is damaged in order to prevent, Therefore two pieces of connecting plates 22 are equipped with, are of coursed, it in practice, can also be according to the difference of superstructure weight, using muti-piece Connecting plate 22.The length of notch is greater than the spacing between two pieces of connecting plates 22, and the width of notch is greater than the width of connecting plate 22, It is when being swung by connecting plate 22 with motion plate 23 in order to ensure loading plate 21, connecting plate 22 has movable space.
It is further used as preferred embodiment, the suspension line 24 includes steel strand wires, and the steel strand wires there are four, four The lower end of steel strand wires is evenly spaced apart to be located on transverse slat 23, and the upper end of four steel strand wires is fixed on cover board 12.Superstructure Weight is transferred to box body 1, in order to prevent suspension line 24 by loading plate 21, connecting plate 22, transverse slat 23, suspension line 24, cover board 12 It is broken, therefore four suspension lines 24 is set, while for uniform force, the lower end of four suspension lines 24 is evenly spaced apart to be located at On transverse slat 23.It of courses, it in practice, can also be according to the difference of superstructure weight, using the suspension line 24 of more roots.Steel Twisted wire be by the twisted steel product constituted of more steel wires, carbon steel surface can according to need increase zinc coat, allumen layer, Aluminium coating, copper plate, painting epoxy resin etc., have the characteristics that high-bearing capacity, are unlikely to deform, are corrosion resistant, therefore suspension line 24 can To be made of steel strand wires.
It is further used as preferred embodiment, further includes multiple stiffeners 3,3 triangular shape of stiffener is more A stiffener 3 is respectively arranged on the junction of the junction of 11 side wall of cavity and cover board 12,11 side wall of cavity and 11 bottom of cavity, connects On the junction of fishplate bar 22 and transverse slat 23.The weight of superstructure by loading plate 21, connecting plate 22, transverse slat 23, suspension line 24, Cover board 12 is transferred to box body 1, and the shock isolating pedestal in the utility model is by the weight crushing of superstructure in order to prevent, therefore The junction of 11 side wall of cavity and cover board 12, the junction of 11 side wall of cavity and 11 bottom of cavity, connecting plate 22 and transverse slat 23 Stiffener 3 is set on junction.Since triangle has stability, triangle is made in stiffener 3.
It is further used as preferred embodiment, bottom plate 4 is additionally provided on the lower end surface of the box body 1, the bottom plate 4 Edge is located at the outside of box body 1;The bottom plate 4 is equipped with several screw rods 5, and the screw rod 5 is set to the outside of box body 1.Installation It when shock isolating pedestal in the utility model, generally requires and makes earth anchor, therefore bottom plate 4 is equipped with several screw rods 5, screw rod 5 is spaced It is arranged on bottom plate 4, facilitates the installation of the shock isolating pedestal in the utility model.
It is further used as preferred embodiment, the box body 1, cover board 12, loading plate 21, connecting plate 22, transverse slat 23 are equal It is made of steel plate.Box body 1, cover board 12, loading plate 21, connecting plate 22, transverse slat 23 are made of steel plate, are due to steel plate material heavily fortified point Gu it is durable, good support bearing can be played the role of for superstructure.It of courses, bottom plate 4 can equally be made of steel plate.
The better embodiment of the utility model is illustrated above, but the invention be not limited to it is described Embodiment, those skilled in the art can also make various equivalent changes without departing from the spirit of the present invention Type or replacement, these equivalent variation or replacement are all included in the scope defined by the claims of the present application.

Claims (7)

  1. The shock isolating pedestal 1. a kind of suspension type consumes energy, including box body (1), it is characterised in that: further include carrying suspender, energy consumption shock insulation Part (6);The box body (1) is equipped with cavity (11), and the top of the cavity (11) is equipped with cover board (12), sets on the cover board (12) It is jagged;The carrying suspender includes loading plate (21), connecting plate (22), transverse slat (23), more suspension lines (24), the company The upper end of fishplate bar (22) is fixedly connected with the lower end surface of loading plate (21), and the lower end of the connecting plate (22) passes through notch and protrudes into sky In chamber (11), the transverse slat (23) is set on the lower end of connecting plate (22);The length of the notch is greater than the length of connecting plate (22) Degree, the width of the notch are greater than the width of connecting plate (22);The both ends of the suspension line (24) are separately connected cover board (12), cross Plate (23);Damping fluid is filled in the cavity (11), the height of the damping fluid is higher than the height of transverse slat (23);The energy consumption Shock insulation part (6) is set between transverse slat (23) and cavity (11) bottom;The energy consumption shock insulation part (6) includes more springs, the bullet Upper end, the lower end of spring abut the bottom of the lower end surface of transverse slat (23), cavity (11) respectively;To hang under the spring free state Hanging wire (24) is in relaxed state;The spring includes the first small tower spring of the big apical ring of base ring, first tower spring Base ring be connected to the bottoms of cavity (11), the apical ring of first tower spring is abutted with the lower end surface of transverse slat (23);Also wrap Return unit is included, the return unit includes small the second tower spring (7) of the big apical ring of base ring, and second tower spring (7) is horizontal Setting;The apical ring of second tower spring (7) is connected on the side wall of transverse slat (23), the bottom of second tower spring (7) Ring is connected on the side wall of cavity (11);Transverse slat (23) is made to be in cavity under second tower spring (7) free state (11) middle part.
  2. The shock isolating pedestal 2. a kind of suspension type according to claim 1 consumes energy, it is characterised in that: second tower spring (7) there are more, more second tower springs (7) are separately connected the front side wall of transverse slat (23) and front side wall, the transverse slat of cavity (11) (23) rear wall and the rear wall of cavity (11), the left side wall of the left side wall of transverse slat (23) and cavity (11), transverse slat (23) The right side wall of right side wall and cavity (11).
  3. The shock isolating pedestal 3. a kind of suspension type according to claim 1 consumes energy, it is characterised in that: the connecting plate (22) has two Block, two pieces of connecting plates (22) are set side by side, and the loading plate (21) is horizontally disposed, and two pieces of connecting plates (22) are vertical at carrying On the lower end surface of plate (21), on the horizontal lower end for being set to two pieces of connecting plates (22) of the transverse slat (23);The length of the notch is big Spacing between two pieces of connecting plates (22).
  4. The shock isolating pedestal 4. a kind of suspension type according to claim 1 consumes energy, it is characterised in that: the suspension line (24) includes Steel strand wires, the steel strand wires have four, and the lower end of four steel strand wires is evenly spaced apart to be located on transverse slat (23), four steel strand wires Upper end is fixed on cover board (12).
  5. The shock isolating pedestal 5. a kind of suspension type according to claim 1 consumes energy, it is characterised in that: further include multiple stiffeners (3), stiffener (3) triangular shape, multiple stiffeners (3) are respectively arranged on the connection of cavity (11) side wall Yu cover board (12) Place, the junction of cavity (11) side wall and cavity (11) bottom, connecting plate (22) and transverse slat (23) junction on.
  6. The shock isolating pedestal 6. a kind of suspension type according to claim 1 consumes energy, it is characterised in that: the lower end of the box body (1) It is additionally provided on face bottom plate (4), the edge of the bottom plate (4) is located at the outside of box body (1);The bottom plate (4) is equipped with several Screw rod (5), the screw rod (5) are set to the outside of box body (1).
  7. 7. a kind of suspension type energy consumption shock isolating pedestal described in -6 any one according to claim 1, it is characterised in that: the box body (1), cover board (12), loading plate (21), connecting plate (22), transverse slat (23) are made of steel plate.
CN201821595294.7U 2018-09-28 2018-09-28 A kind of suspension type energy consumption shock isolating pedestal Expired - Fee Related CN209243936U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821595294.7U CN209243936U (en) 2018-09-28 2018-09-28 A kind of suspension type energy consumption shock isolating pedestal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821595294.7U CN209243936U (en) 2018-09-28 2018-09-28 A kind of suspension type energy consumption shock isolating pedestal

Publications (1)

Publication Number Publication Date
CN209243936U true CN209243936U (en) 2019-08-13

Family

ID=67518804

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821595294.7U Expired - Fee Related CN209243936U (en) 2018-09-28 2018-09-28 A kind of suspension type energy consumption shock isolating pedestal

Country Status (1)

Country Link
CN (1) CN209243936U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109138174A (en) * 2018-09-28 2019-01-04 佛山科学技术学院 A kind of suspension type energy consumption shock isolating pedestal

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109138174A (en) * 2018-09-28 2019-01-04 佛山科学技术学院 A kind of suspension type energy consumption shock isolating pedestal
CN109138174B (en) * 2018-09-28 2023-10-31 佛山科学技术学院 Suspension type energy consumption shock insulation support

Similar Documents

Publication Publication Date Title
CN109138174A (en) A kind of suspension type energy consumption shock isolating pedestal
CN105780640B (en) One kind can reset shapes memorial alloy multidimensional shock insulation support
CN106836925B (en) A kind of multi-direction wide frequency domain every vibration damping/shake device
CN204226543U (en) Bilateral limited space is from trigger type three-dimensional isolation pedestal
CN110453799B (en) Liquid damping tuned mass damper
CN104825015B (en) The shockproof suspention vibration-reducing control method of Cultural relics in museum system and device
CN106320558A (en) Mixed type multi-dimensional and multi-level energy dissipation device
CN209243936U (en) A kind of suspension type energy consumption shock isolating pedestal
CN205088813U (en) Building isolation bearing
CN206128342U (en) A vertical tuned mass damper for model test
CN109162361A (en) A kind of Self-resetting suspension type shock isolating pedestal
CN110805744A (en) Anti-loosening pipeline anti-seismic support hanger
CN207830423U (en) A kind of damping device of photovoltaic bracket
CN203546592U (en) Damper with external bridge cable
CN212294716U (en) Building foundation anti-seismic bearing structure
CN211899565U (en) Bearing hanging rack for civil engineering construction
CN208935256U (en) A kind of vertical vibration isolation support
CN209384426U (en) Shape memory alloy twisted wire support shock absorber
CN109162360B (en) Suspension type shock insulation support
CN206015512U (en) A kind of shock mount with three-dimensional girder falling function
CN207314899U (en) A kind of novel seismic hardening device
CN110080407A (en) A kind of damping device for building
CN205935224U (en) Multidimension building shock insulation support
CN206174179U (en) Low yield point steel power consumption and viscous energy dissipation damper
CN210491477U (en) Cabinet interlayer structure with damping function

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190813

Termination date: 20210928