CN105756219A - Horizontal bidirectional visco elastic collision tuned mass damper system and working method thereof - Google Patents

Horizontal bidirectional visco elastic collision tuned mass damper system and working method thereof Download PDF

Info

Publication number
CN105756219A
CN105756219A CN201610299668.XA CN201610299668A CN105756219A CN 105756219 A CN105756219 A CN 105756219A CN 201610299668 A CN201610299668 A CN 201610299668A CN 105756219 A CN105756219 A CN 105756219A
Authority
CN
China
Prior art keywords
mass block
viscoelasticity
cylindrical mass
collision
cylindrical
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
CN201610299668.XA
Other languages
Chinese (zh)
Other versions
CN105756219B (en
Inventor
林伟
陈尚鸿
彭刚杰
陈贻佳
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.)
Fuzhou University
Original Assignee
Fuzhou 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 Fuzhou University filed Critical Fuzhou University
Priority to CN201610299668.XA priority Critical patent/CN105756219B/en
Publication of CN105756219A publication Critical patent/CN105756219A/en
Application granted granted Critical
Publication of CN105756219B publication Critical patent/CN105756219B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0215Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention relates to a horizontal bidirectional visco elastic collision tuned mass damper system and a working method thereof. The horizontal bidirectional visco elastic collision tuned mass damper system comprises a hollow circular outer cylinder, an upper cover plate arranged above the hollow circular outer cylinder and a lower cover plate arranged under the hollow circular outer cylinder; a universal joint is arranged in the middle of the lower end surface of the upper cover plate; a circular visco elastic limiting device is arranged in the middle of the upper end surface of the lower cover plate. The horizontal bidirectional visco elastic collision tuned mass damper system further comprises a first cylindrical mass block and a second cylindrical mass block; the circle center part at the upper end of the first cylindrical mass block is hinged to the universal joint through a first rigid rod, and the circle center part at the lower end of the first cylindrical mass block is connected with the circle center part at the upper end of the second cylindrical mass block through a second rigid rod; the lower part of the second cylindrical mass block is positioned in the circular visco elastic limiting device; the first cylindrical mass block is also connected with the inner wall of the hollow circular outer cylinder through a plurality of springs. The horizontal bidirectional visco elastic collision tuned mass damper system provided by the invention is simple in structure and easy to realize and overcomes the defect that the damping effect of a TMD device is very sensitive to the frequency and has poor adaptability to different excitations.

Description

Horizontal bidirectional viscoelasticity collision Tuned mass damper system and method for work thereof
Technical field
The present invention relates to a kind of horizontal bidirectional viscoelasticity collision Tuned mass damper system and method for work thereof.
Background technology
Tuned mass damper (TMD) is as the one in common passive control, nowadays, has comparatively ripe with TMD device and be widely applied in the Structures under Wind of civil engineering, overpass vibration control.But, TMD device has non-adjustable and adaptivity difference inherent shortcoming, frequency is very sensitive and that difference the is encouraged bad adaptability of the effectiveness in vibration suppression of TMD device.In view of the deficiencies in the prior art, the present invention will cause this phenomenon of substantial amounts of energy expenditure based on collision process, will introduce viscoelasticity stopping means, and utilize collision to realize further power consumption in viscoelasticity P-TMD antivibrator in tradition TMD device.
By the design of the Reasonable Parameters of device being will be carried out device passive conversion of collision in various degree and different power consumption pattern under difference encourages, and thus give the adaptive capacity that this antivibrator is certain to different external drives.It is to say, this device will can retain the advantage that tradition TMD device passively controls, the parameter that can pass through to design in advance again gives it to a certain extent and external drive and structure is changed better adaptability, and will not increase control cost too much.
Summary of the invention
It is an object of the invention to provide a kind of horizontal bidirectional viscoelasticity collision Tuned mass damper system and method for work thereof, this system simple structure, easily realize, and the effectiveness in vibration suppression that improves TMD device is very sensitive to frequency and the defect of bad adaptability to difference excitation.
nullFor achieving the above object,The technical scheme is that a kind of horizontal bidirectional viscoelasticity collision Tuned mass damper system,Including hollow circular urceolus、It is located at the upper cover plate above hollow circular urceolus and is located at the lower cover below hollow circular urceolus,Middle part, described upper cover plate lower surface is provided with a universal hinge,The middle part of described lower cover upper surface is provided with a circular viscoelasticity stopping means,Also include first、Second cylindrical mass block,Described first position, the center of circle, cylindrical mass block upper end is hinged by one first rigid rod and described universal hinge,First position, the center of circle, cylindrical mass block lower end is connected with described second position, the center of circle, cylindrical mass block upper end by one second rigid rod,Described second cylindrical mass block bottom is positioned at described circular viscoelasticity stopping means,Described first cylindrical mass block is connected also by the inwall of some springs with described hollow circular urceolus.
In an embodiment of the present invention, described universal hinge is welded in middle part, described upper cover plate lower surface.
In an embodiment of the present invention, described circular viscoelasticity stopping means includes a circle collision ring being welded in middle part, described lower cover upper surface and is affixed on the viscoelastic material inside described circular collision ring.
In an embodiment of the present invention, described first cylindrical mass block is by being connected to the inwall of spring with described hollow circular urceolus from all directions.
In an embodiment of the present invention, it is connected by AB structure glue between described first cylindrical mass block and spring.
In an embodiment of the present invention, the connection of described first cylindrical mass block and the first rigid rod and the second rigid rod is threaded, and the first cylindrical mass block circle centre position has punching tapping.
In an embodiment of the present invention, the connection of described second cylindrical mass block and the second rigid rod is threaded, and the second cylindrical mass block circle centre position has punching tapping.
In an embodiment of the present invention, described first and second rigid rod surface is all threaded.
In an embodiment of the present invention, described upper cover plate, lower cover are embedded on described hollow circular urceolus, and are connected by AB structure glue.
Present invention also offers a kind of based on the method for work of horizontal bidirectional viscoelasticity collision Tuned mass damper system described in above-mentioned any one, including following three kinds of mode of operations,
(1) when the relative maximum amplitude of the second cylindrical mass block and first threshold under the gap width of the second cylindrical mass block pre-set and viscoelasticity stopping means is more than external drive level, second cylindrical mass block will not occur with the collision of viscoelasticity stopping means, and viscoelasticity P-TMD is operated deteriorating to a general T MD completely;The power consumption of this timer is only presented as mechanical energy power consumption and the part damping energy dissipation of the first cylindrical mass block;
(2) when the gap width of the second cylindrical mass block pre-set and viscoelasticity stopping means is less than the first predetermined threshold value, and during more than the second predetermined threshold value, intermittence is occurred by the second cylindrical mass block with viscoelasticity stopping means, the cycle movement pattern of the first cylindrical mass block will be disturbed, and now then regard a collision superposition tuned mass damper as by approximate for device;The mechanical energy being presented as the first cylindrical mass block is consumed energy and the combination of the second cylindrical mass block energy by collision by the power consumption pattern of device;
(3) when the gap width of the second cylindrical mass block pre-set and viscoelasticity stopping means is less than second predetermined threshold value, collision will frequently occur, and device is completely transformed into the antivibrator that energy by collision is master.
Compared to prior art, the method have the advantages that
(1) by the Reasonable Parameters of PTMD device is designed, such as the gap etc. of quality size, coupling stiffness, damping, viscoelastic layer thickness and mass and stopping means, it is possible to achieve the passive conversion of device difference power consumption pattern under different external drives;
(2) the difference power consumption pattern of PTMD device, improves that the effectiveness in vibration suppression of TMD device is very sensitive to frequency and the defect of bad adaptability to difference excitation, and this device has stronger adaptivity;
(3) PTMD device is the same with TMD device, simple structure, easily realizes, and is therefore easy to be applied to during the vibration damping of Practical Project controls.
Accompanying drawing explanation
Fig. 1 is the schematic front view of horizontal bidirectional of the present invention collision tuned mass damper PTMD.
Fig. 2 is the schematic side view of horizontal bidirectional of the present invention collision tuned mass damper PTMD.
Fig. 3 is the schematic top plan view of horizontal bidirectional of the present invention collision tuned mass damper PTMD.
In figure: 1 is upper cover plate, 2 is universal hinge, and 3,11 is rigid rod, and 4 is urceolus, and 5 is mass, and 6 is spring, and 7 is mass, and 8 is circular collision ring, and 9 is viscoelastic material, and 10 is lower cover.
Detailed description of the invention
Below in conjunction with accompanying drawing, technical scheme is specifically described.
nullA kind of horizontal bidirectional viscoelasticity collision Tuned mass damper system of the present invention,Including hollow circular urceolus、It is located at the upper cover plate above hollow circular urceolus and is located at the lower cover below hollow circular urceolus,Middle part, described upper cover plate lower surface is provided with a universal hinge,The middle part of described lower cover upper surface is provided with a circular viscoelasticity stopping means,Also include first、Second cylindrical mass block,Described first position, the center of circle, cylindrical mass block upper end is hinged by one first rigid rod and described universal hinge,First position, the center of circle, cylindrical mass block lower end is connected with described second position, the center of circle, cylindrical mass block upper end by one second rigid rod,Described second cylindrical mass block bottom is positioned at described circular viscoelasticity stopping means,Described first cylindrical mass block is connected also by the inwall of some springs with described hollow circular urceolus.
Described universal hinge is welded in middle part, described upper cover plate lower surface.
Described circular viscoelasticity stopping means includes a circle collision ring being welded in middle part, described lower cover upper surface and is affixed on the viscoelastic material inside described circular collision ring.
Described first cylindrical mass block is by being connected to the inwall of spring with described hollow circular urceolus from all directions.It is connected by AB structure glue between described first cylindrical mass block and spring.The connection of described first cylindrical mass block and the first rigid rod and the second rigid rod is threaded, and the first cylindrical mass block circle centre position has punching tapping.The connection of described second cylindrical mass block and the second rigid rod is threaded, and the second cylindrical mass block circle centre position has punching tapping.Described first and second rigid rod surface is all threaded.
Described upper cover plate, lower cover are embedded on described hollow circular urceolus, and are connected by AB structure glue.
Present invention also offers a kind of based on the method for work of horizontal bidirectional viscoelasticity collision Tuned mass damper system described in above-mentioned any one, including following three kinds of mode of operations,
(1) when the relative maximum amplitude of the second cylindrical mass block and first threshold under the gap width of the second cylindrical mass block pre-set and viscoelasticity stopping means is more than external drive level, second cylindrical mass block will not occur with the collision of viscoelasticity stopping means, and viscoelasticity P-TMD is operated deteriorating to a general T MD completely;The power consumption of this timer is only presented as mechanical energy power consumption and the part damping energy dissipation of the first cylindrical mass block;
(2) when the gap width of the second cylindrical mass block pre-set and viscoelasticity stopping means is less than the first predetermined threshold value, and during more than the second predetermined threshold value, intermittence is occurred by the second cylindrical mass block with viscoelasticity stopping means, the cycle movement pattern of the first cylindrical mass block will be disturbed, and now then regard a collision superposition tuned mass damper as by approximate for device;The mechanical energy being presented as the first cylindrical mass block is consumed energy and the combination of the second cylindrical mass block energy by collision by the power consumption pattern of device;
(3) when the gap width of the second cylindrical mass block pre-set and viscoelasticity stopping means is less than second predetermined threshold value, collision will frequently occur, and device is completely transformed into the antivibrator that energy by collision is master.
Wherein, the first predetermined threshold value, the second predetermined threshold value determine by current external stimulation level, are specifically determined by the relative maximum amplitude of the second cylindrical mass block under current external stimulation level.
Tell about technical solution of the present invention in detail below.
As Figure 1-3, the horizontal bidirectional viscoelasticity collision tuned mass damper device of the present invention, it is made up of urceolus 4, upper and lower cover plates 1 and 10, mass 5 and 7, spring 6, universal hinge 2, rigid rod 3 and 11, viscoelastic material 9.Wherein, lower cover welds a viscoelasticity stopping means (this viscoelasticity stopping means includes circular collision ring, can paste viscoelastic material inside collision ring).Mass is cylindrical, circle centre position has punching tapping, and it is divided into two kinds, and one is that the most beneath mass 7 can collide with viscoelasticity stopping means, another kind of mass 5 surface is provided with a number of spring 6, and spring 6 is connected by AB structure glue with the surface of mass 5.Lower cover 10 embeds the inwall of urceolus 4 by appropriate design size, fixes again through AB structure glue.Universal hinge 2 and upper cover plate are by being welded to connect, and rigid rod 3 and 11 surface is threaded, it is simple to be connected with mass 5 and 7.
Change along with external drive, tuned frequency that device is initial and different gaps will make the power consumption pattern of device by along with kinetic energy with relative motion in various degree at mass dissimilar between mass unit and agent structure and potential energy power consumption, or change in different ratios between energy by collision.This just will make the relatively conventional passive device of this passive device have more work power consumption pattern, and the transformation process of the pattern that consumes energy is not required to manually intervene, and the gap of quality size, coupling stiffness, damping, viscoelastic layer thickness and mass and stopping means etc. that can be by designing in advance determines.
(1) when the setting of the gap width pre-set has exceeded the relative maximum amplitude of mass under this stimulation level, collision will not occur, and viscoelasticity P-TMD is operated deteriorating to a general T MD completely;The power consumption of this timer is only presented as mechanical energy power consumption and the part damping energy dissipation of mass.
(2) working as gap width and be reduced to a certain degree, collision intermittence occurs, and the cycle movement pattern of mass will be disturbed, and now then can regard that is collided a superposition tuned mass damper as by approximate for device.Power consumption pattern is by the combination of the different proportion of the mechanical energy Yu energy by collision that are presented as mass.
(3) gap continues to reduce, and collision will frequently occur, and device is completely transformed into the antivibrator that energy by collision is master.
Therefore, this self adaptation viscoelasticity P-TMD expection will have multiple work and power consumption pattern, and its mode of operation is by closely related with intensity and the frequency content of the initial parameter value set and external drive, it is possible to carry out self-adaptative adjustment along with the change of external drive.Certainly, maximum in order to make device energy-wasting reach, it is necessary to carry out optimized design for parameters such as the vibration damping purpose coupling stiffness to just setting, gap widths.
It is above presently preferred embodiments of the present invention, all changes made according to technical solution of the present invention, when produced function is without departing from the scope of technical solution of the present invention, belong to protection scope of the present invention.

Claims (10)

  1. null1. a horizontal bidirectional viscoelasticity collision Tuned mass damper system,It is characterized in that: include hollow circular urceolus、It is located at the upper cover plate above hollow circular urceolus and is located at the lower cover below hollow circular urceolus,Middle part, described upper cover plate lower surface is provided with a universal hinge,The middle part of described lower cover upper surface is provided with a circular viscoelasticity stopping means,Also include first、Second cylindrical mass block,Described first position, the center of circle, cylindrical mass block upper end is hinged by one first rigid rod and described universal hinge,First position, the center of circle, cylindrical mass block lower end is connected with described second position, the center of circle, cylindrical mass block upper end by one second rigid rod,Described second cylindrical mass block bottom is positioned at described circular viscoelasticity stopping means,Described first cylindrical mass block is connected also by the inwall of some springs with described hollow circular urceolus.
  2. 2. horizontal bidirectional viscoelasticity according to claim 1 collision Tuned mass damper system, it is characterised in that: described universal hinge is welded in middle part, described upper cover plate lower surface.
  3. 3. horizontal bidirectional viscoelasticity according to claim 1 collision Tuned mass damper system, it is characterised in that: described circular viscoelasticity stopping means includes a circle collision ring being welded in middle part, described lower cover upper surface and is affixed on the viscoelastic material inside described circular collision ring.
  4. 4. horizontal bidirectional viscoelasticity according to claim 1 collision Tuned mass damper system, it is characterised in that: described first cylindrical mass block is by being connected to the inwall of spring with described hollow circular urceolus from all directions.
  5. 5. the horizontal bidirectional viscoelasticity collision Tuned mass damper system according to claim 1 or 4, it is characterised in that: it is connected by AB structure glue between described first cylindrical mass block and spring.
  6. 6. horizontal bidirectional viscoelasticity according to claim 1 collision Tuned mass damper system, it is characterized in that: the connection of described first cylindrical mass block and the first rigid rod and the second rigid rod is threaded, the first cylindrical mass block circle centre position has punching tapping.
  7. 7. horizontal bidirectional viscoelasticity according to claim 1 collision Tuned mass damper system, it is characterised in that: the connection of described second cylindrical mass block and the second rigid rod is threaded, and the second cylindrical mass block circle centre position has punching tapping.
  8. 8. horizontal bidirectional viscoelasticity according to claim 1 collision Tuned mass damper system, it is characterised in that: described first and second rigid rod surface is all threaded.
  9. 9. horizontal bidirectional viscoelasticity according to claim 1 collision Tuned mass damper system, it is characterised in that: described upper cover plate, lower cover are embedded on described hollow circular urceolus, and are connected by AB structure glue.
  10. 10. the method for work colliding Tuned mass damper system based on horizontal bidirectional viscoelasticity described in claim 1 to 9 any one, it is characterised in that: include following three kinds of mode of operations,
    (1) when the relative maximum amplitude of the second cylindrical mass block and first threshold under the gap width of the second cylindrical mass block pre-set and viscoelasticity stopping means is more than external drive level, second cylindrical mass block will not occur with the collision of viscoelasticity stopping means, and viscoelasticity P-TMD is operated deteriorating to a general T MD completely;The power consumption of this timer is only presented as mechanical energy power consumption and the part damping energy dissipation of the first cylindrical mass block;
    (2) when the gap width of the second cylindrical mass block pre-set and viscoelasticity stopping means is less than the first predetermined threshold value, and during more than the second predetermined threshold value, intermittence is occurred by the second cylindrical mass block with viscoelasticity stopping means, the cycle movement pattern of the first cylindrical mass block will be disturbed, and now then regard a collision superposition tuned mass damper as by approximate for device;The mechanical energy being presented as the first cylindrical mass block is consumed energy and the combination of the second cylindrical mass block energy by collision by the power consumption pattern of device;
    (3) when the gap width of the second cylindrical mass block pre-set and viscoelasticity stopping means is less than second predetermined threshold value, collision will frequently occur, and device is completely transformed into the antivibrator that energy by collision is master.
CN201610299668.XA 2016-05-09 2016-05-09 Horizontal bidirectional viscoplasticity collides Tuned mass damper system and its method of work Expired - Fee Related CN105756219B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610299668.XA CN105756219B (en) 2016-05-09 2016-05-09 Horizontal bidirectional viscoplasticity collides Tuned mass damper system and its method of work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610299668.XA CN105756219B (en) 2016-05-09 2016-05-09 Horizontal bidirectional viscoplasticity collides Tuned mass damper system and its method of work

Publications (2)

Publication Number Publication Date
CN105756219A true CN105756219A (en) 2016-07-13
CN105756219B CN105756219B (en) 2018-01-12

Family

ID=56323722

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610299668.XA Expired - Fee Related CN105756219B (en) 2016-05-09 2016-05-09 Horizontal bidirectional viscoplasticity collides Tuned mass damper system and its method of work

Country Status (1)

Country Link
CN (1) CN105756219B (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107143052A (en) * 2017-07-03 2017-09-08 大连理工大学 The space damper that a kind of many power consumption modes are combined
CN110805530A (en) * 2019-09-20 2020-02-18 株洲时代新材料科技股份有限公司 Tuned mass damping device
CN110805529A (en) * 2019-09-20 2020-02-18 株洲时代新材料科技股份有限公司 Tuned mass damping device
WO2021052427A1 (en) * 2019-09-20 2021-03-25 株洲时代新材料科技股份有限公司 Tuned mass damping device
CN113089865A (en) * 2021-03-15 2021-07-09 株洲时代新材料科技股份有限公司 Tuned mass damping device

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07139221A (en) * 1993-11-17 1995-05-30 Shimizu Corp Damped structure of building
JP2002349093A (en) * 2001-05-29 2002-12-04 Kenichi Kawaguchi Seismic control structure of structure having large space
CN1847556A (en) * 2006-03-03 2006-10-18 北京工业大学 Damping controller for suspended tuning mass damper
CN101413295A (en) * 2008-11-24 2009-04-22 中国海洋大学 Self-adapting frequency conversion tuning quality damping vibration attenuation apparatus and self-adapting frequency conversion method thereof
CN102425247A (en) * 2011-10-19 2012-04-25 沈阳建筑大学 Three-dimensional tuned mass damper
CN104763070A (en) * 2015-04-14 2015-07-08 山东大学 Suspension type multidimensional impact vibration reduction damper
CN205617595U (en) * 2016-05-09 2016-10-05 福州大学 Two -way harmonious mass damper device of elastic collision that glues of level

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07139221A (en) * 1993-11-17 1995-05-30 Shimizu Corp Damped structure of building
JP2002349093A (en) * 2001-05-29 2002-12-04 Kenichi Kawaguchi Seismic control structure of structure having large space
CN1847556A (en) * 2006-03-03 2006-10-18 北京工业大学 Damping controller for suspended tuning mass damper
CN101413295A (en) * 2008-11-24 2009-04-22 中国海洋大学 Self-adapting frequency conversion tuning quality damping vibration attenuation apparatus and self-adapting frequency conversion method thereof
CN102425247A (en) * 2011-10-19 2012-04-25 沈阳建筑大学 Three-dimensional tuned mass damper
CN104763070A (en) * 2015-04-14 2015-07-08 山东大学 Suspension type multidimensional impact vibration reduction damper
CN205617595U (en) * 2016-05-09 2016-10-05 福州大学 Two -way harmonious mass damper device of elastic collision that glues of level

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107143052A (en) * 2017-07-03 2017-09-08 大连理工大学 The space damper that a kind of many power consumption modes are combined
CN110805530A (en) * 2019-09-20 2020-02-18 株洲时代新材料科技股份有限公司 Tuned mass damping device
CN110805529A (en) * 2019-09-20 2020-02-18 株洲时代新材料科技股份有限公司 Tuned mass damping device
CN110805529B (en) * 2019-09-20 2020-12-01 株洲时代新材料科技股份有限公司 Tuned mass damping device
CN110805530B (en) * 2019-09-20 2020-12-01 株洲时代新材料科技股份有限公司 Tuned mass damping device
WO2021052427A1 (en) * 2019-09-20 2021-03-25 株洲时代新材料科技股份有限公司 Tuned mass damping device
CN113089865A (en) * 2021-03-15 2021-07-09 株洲时代新材料科技股份有限公司 Tuned mass damping device
CN113089865B (en) * 2021-03-15 2022-04-26 株洲时代新材料科技股份有限公司 Tuned mass damping device

Also Published As

Publication number Publication date
CN105756219B (en) 2018-01-12

Similar Documents

Publication Publication Date Title
CN105756219A (en) Horizontal bidirectional visco elastic collision tuned mass damper system and working method thereof
CN205617595U (en) Two -way harmonious mass damper device of elastic collision that glues of level
CN205617596U (en) Vertical harmonious mass damper structure of elastic collision of gluing
CN201740197U (en) Shock-absorbing noise-reducing structure for compressor of air conditioner
CN105804265A (en) Vertical viscoelastic collision tuning mass damper device and work mode thereof
CN203285901U (en) Variable-stiffness variable-damping bump leveler based on magneto-rheological fluid characteristics
CN202877117U (en) Support device and vibration screen
CN104043585A (en) Fodder vibration screening device
CN206111927U (en) A spiral jacking spring vibroshock for track floating plate
CN208753819U (en) A kind of 10kV movable cased transformer station
RU2004129025A (en) GRINDING METHOD
CN207642947U (en) A kind of apron type airless shot blasting machine backplate
CN205998438U (en) A kind of Anti-blockage material storehouse
CN104088959B (en) A kind of roll squeezer vibration absorber and roll squeezer
CN209681877U (en) A kind of single-track vehicle sleeper beam grinding device
CN203887380U (en) Shock absorption electric welding machine
CN201909708U (en) Mechanical vibrating platform and separation-preventing mechanism thereof
CN203383024U (en) Bump leveller for washing machine and washing machine with same
CN205101448U (en) Modular bumper shock absorber subassembly
CN204488493U (en) Fuel tank
CN204202132U (en) A kind of vibration absorber
CN203665713U (en) Discharge apparatus and trucd mixer
CN204074502U (en) Spin vibration sieve
CN108130958A (en) A kind of vertical collision-type tuned mass damper
CN210032151U (en) Stone material ground expansion joint apron

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180112

Termination date: 20200509

CF01 Termination of patent right due to non-payment of annual fee