CN106193750A - A kind of combination disc type energy-eliminating shock-absorbing device - Google Patents

A kind of combination disc type energy-eliminating shock-absorbing device Download PDF

Info

Publication number
CN106193750A
CN106193750A CN201610786863.5A CN201610786863A CN106193750A CN 106193750 A CN106193750 A CN 106193750A CN 201610786863 A CN201610786863 A CN 201610786863A CN 106193750 A CN106193750 A CN 106193750A
Authority
CN
China
Prior art keywords
disk
movable disk
absorbing device
disc type
type energy
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.)
Pending
Application number
CN201610786863.5A
Other languages
Chinese (zh)
Inventor
郭阳照
吴体
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.)
Sichuan Institute of Building Research
Original Assignee
Sichuan Institute of Building Research
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 Sichuan Institute of Building Research filed Critical Sichuan Institute of Building Research
Priority to CN201610786863.5A priority Critical patent/CN106193750A/en
Publication of CN106193750A publication Critical patent/CN106193750A/en
Pending legal-status Critical Current

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
    • E04H9/022Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers

Landscapes

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

Abstract

The invention discloses a kind of combination disc type energy-eliminating shock-absorbing device, belong to building vibration damping and control technical field, including successively relative to many groups dish unit, often group dish unit includes the drive disk assembly that at least one fixed disk, at least one movable disk, damping piece and drive movable disk rotate;Movable disk is oppositely arranged with fixed disk, and in the middle part of the two between be provided with rotating shaft;Fixed disk is for being fixedly installed, and described damping piece is connected between fixed disk and movable disk;Drive disk assembly is arranged in movable disk.This vibroshock self has displacement equations (regulation) function, vibroshock can be made to begin to work under less displacement and play energy dissipating effect, ensure that the energy dissipating performance of damping element can give full play to simultaneously, obtain good effectiveness in vibration suppression and economic effect.

Description

A kind of combination disc type energy-eliminating shock-absorbing device
Technical field
The present invention relates to build vibration damping and control technical field, combine disc type energy-eliminating shock-absorbing device in particular to one.
Background technology
Building under arms during be inevitably subjected to the effect of the external impetus load such as wind, earthquake.As When external impetus load for building reaches certain intensity, building, by producing strong vibration, not only has a strong impact on The normal usage function of building, and the safety of building may be threatened, after the calamity cause building destruction, collapsing Really.
It is by arranging energy-eliminating shock-absorbing device at building that building energy-eliminating shock-absorbing controls technology, absorbs and dissipation external impetus lotus The vibrational energy of building under load effect, reaches to reduce the effect of building dynamic response.
It practice, the work of energy-eliminating shock-absorbing device, need certain triggering displacement.At present, some architectural engineerings require energy dissipating Good effect of energy dissipation just can be started working and play to vibroshock in less triggering under displacement, to meet the vibration control to building System requires and obtains good economic index.But it is owing to self lacking displacement equations function, buckling restrained brace antivibrator, glutinous Play energy-eliminating shock-absorbing device conventional in the architectural engineerings at present such as antivibrator, tend not to give full play to certainly under less triggering displacement The energy-dissipating property of body, it is difficult to reach preferable effectiveness in vibration suppression.
Summary of the invention
It is an object of the invention to provide a kind of combination disc type energy-eliminating shock-absorbing device, to solve the problems referred to above.
For realizing the object of the invention, the technical scheme of employing is: a kind of combination disc type energy-eliminating shock-absorbing device, including the most relative Many groups dish unit, often group dish unit includes that at least one fixed disk, at least one movable disk, damping piece and drive movable disk turn Dynamic drive disk assembly;Movable disk is oppositely arranged with fixed disk, and in the middle part of the two between be provided with rotating shaft;Fixed disk for being fixedly installed, Described damping piece is connected between fixed disk and movable disk;Drive disk assembly is arranged in movable disk.
Further, described dish unit includes a fixed disk and a movable disk, or a fixed disk and two activities Dish, or two fixed disks and a movable disk.
Further, described damping piece is multiple, along movable disk radially arrangement.
Further, multiple rows of damping piece radially forms circumference multi-turn circulating type layout.
Further, described damping piece is steel, lead or the steel pipe of compound lead.
Further, described damping piece is that high-damping rubber or be overlapped mutually with steel plate layer by rubber layer forms.
Further, described rotating shaft is fixing with fixed disk to be connected, and movable disk is enclosed within rotating shaft;Or rotating shaft fixes with movable disk Connecting, fixed disk is enclosed within rotating shaft.
Further, described fixed disk and movable disk are circular or polygon.
Further, described fixed disk and movable disk are vertically arranged or be horizontally disposed with.
Further, described dynamic component includes the union joint being arranged on movable disk eccentric part;Or drive disk assembly is for being located at work Transmission gear ring on Moving plate.
Beneficial effects of the present invention:
1, this vibroshock self has displacement equations (regulation) function, and vibroshock can be made to begin to work also under less displacement Play energy dissipating effect, ensure that the energy dissipating performance of damping element can give full play to simultaneously, obtain good effectiveness in vibration suppression and economy Effect;
2, can be by arranging multiple damping elements, the multiple rows of effect that can reach multistage power consumption of arrangement radially, it may be assumed that small earthquake Under, the damping piece of marginal zone plays effect of energy dissipation;Under violent earthquake, the damping piece of marginal zone and the damping piece being arranged in region, the inside Playing effect of energy dissipation together, vibroshock plays higher energy consumption effect, and dissipate more energy;
3, mounting means is flexible, is connected to build top by drive disk assembly, when building top produces skew, i.e. by each activity Drive disk assembly on dish orders about movable disk and rotates around the axis, and makes the damping piece between movable disk and fixed disk by shearing force and torsion Square, absorbs energy, has cut down the displacement on building top, has played good energy-eliminating shock-absorbing effect, improve energy dissipating ability, reach more Strong energy dissipating effect.
Accompanying drawing explanation
Fig. 1 is the structural representation of the combination disc type energy-eliminating shock-absorbing device that the present invention provides;
Fig. 2 is the sectional view in Fig. 1 at A-A;
Fig. 3 be drive disk assembly be the structural representation of the vibroshock of union joint structure;
Fig. 4 is the side view of Fig. 3;
Fig. 5 is the damper structure schematic diagram of arrangement multi-turn hardware;
Fig. 6 is the application schematic diagram of the combination disc type energy-eliminating shock-absorbing device that the present invention provides.
Detailed description of the invention
Below by specific embodiment and combine accompanying drawing the present invention is described in further detail.
Fig. 1 to Fig. 6 shows the combination disc type energy-eliminating shock-absorbing device that the present invention provides, including successively relative to many groups dish list Unit, often group dish unit includes at least one fixed disk 1, at least one movable disk 2, damping piece 4 and the biography driving movable disk 2 to rotate Dynamic component 5;Movable disk 2 is oppositely arranged with fixed disk 1, and in the middle part of the two between be provided with rotating shaft 3;Fixed disk 1, for being fixedly installed, hinders Damping member 4 is connected between fixed disk 1 and movable disk 2;Drive disk assembly 5 is arranged in movable disk 2.
Dish unit includes a fixed disk and a movable disk, then many groups dish unit defines between fixed disk and movable disk Every alternative expression;Or dish unit includes a fixed disk and two movable disk, or two fixed disks and a movable disk.Two adjacent groups Dish unit between can concatenate, the fixed disk of two adjacent groups dish unit can be relative with movable disk, and also can connect and have damping piece, sees Fig. 1.
Damping piece 4 is connected to the card marginal area of movable disk 2 and fixed disk 1, and the centrifugal force of edge is relatively big, fully rises To energy dissipating effect, damping piece 4 can be the hardware of low-yield, such as steel, lead or the steel pipe etc. of compound lead of low-yield, Be set to multiple, circumferentially around being arranged between movable disk 2 and fixed disk 1, circumferentially uniform interval arrange, see Fig. 4.Multiple resistances Damping member 4 is along movable disk 2 radially arrangement, is formed from center to the multistage power consumption form of marginal area;Multiple rows of damping piece 4 radially Form circumference multi-turn circulating type to arrange, i.e. formed around the multi-turn hardware arranged, see Fig. 5.Damping piece 4 can also is that high resistant Buddhist nun's rubber or be overlapped mutually with steel plate layer by rubber layer forms, for circumferentially continuous or be interrupted and arrange, ring-type around being located at Bear shearing force between movable disk 2 and fixed disk 1, see Fig. 2.
Drive disk assembly 5 includes the union joint being arranged on movable disk 2 eccentric part, sees Fig. 3, the most hinged extension bar of union joint 6, extension bar 6 other ends are articulated with building top;Or drive disk assembly 5 is the transmission gear ring being located in movable disk 2, see that Fig. 1, transmission gear ring are located at The cylindrical of movable disk 2, the displacement of building top by engage, the tooth bar that is connected to building top, can be made through tooth bar and Transmission gear ring is transferred to movable disk 2, makes movable disk 2 rotate, facilitates processing and fabricating, compact conformation.
Dish unit shaft 3 is fixing with fixed disk 1 to be connected, and forms fixing one by modes such as welding, and movable disk 2 is overlapped In rotating shaft 3, being this mode shown in accompanying drawing, the transmission gear ring of employing is solderable to be fixed in movable disk 2;Or rotating shaft 3 Fixing with movable disk 2 being connected, fixed disk 1 is enclosed within rotating shaft 3, rotating shaft 3 also can pass through the frame mode rotating supports such as bearing block in Basis or base, movable disk 2 can be fixed in rotating shaft 3 by modes such as welding.
Fixed disk 1 and movable disk 2 are the most vertically arranged or be horizontally disposed with, and fixed disk 1 and movable disk 2 are for circular or square etc. many Limit shape, or other are regular and irregularly shaped.Union joint is hinged with connects relative to the center eccentric setting of movable disk 2, union joint Bar 6, extension bar 6 phase countershaft 3 is vertical, is ordered about movable disk 23 produced relative rotation around the shaft by extension bar 6 and union joint transmission power, Damping piece 4 is made to shear stress, energy-eliminating shock-absorbing.See Fig. 6, vibroshock be installed on basis or on the basis of base, another of each extension bar 6 Holding hinged with the support on building frame 7, building top produces displacement relative to basis, is transferred to movable disk 2 by extension bar 6, Consume portion of energy by damping piece 4, reduce the displacement of building top, energy-eliminating shock-absorbing.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for the skill of this area For art personnel, can there be various modifications and variations in the spirit and principles in the present invention, the modification of these equivalents or replacement etc., Within being all contained in protection scope of the present invention.

Claims (10)

1. one kind combination disc type energy-eliminating shock-absorbing device, it is characterised in that include successively relative to many groups dish unit, often organize Pan Danyuanbao Include the drive disk assembly that at least one fixed disk, at least one movable disk, damping piece and drive movable disk rotate;Movable disk is with fixing Dish is oppositely arranged, and in the middle part of the two between be provided with rotating shaft;Fixed disk is for being fixedly installed, and described damping piece is connected to fixed disk and work Between Moving plate;Drive disk assembly is arranged in movable disk.
Combination disc type energy-eliminating shock-absorbing device the most according to claim 1, it is characterised in that described dish unit includes that one is fixed Dish and a movable disk, or a fixed disk and two movable disk, or two fixed disks and a movable disk.
Combination disc type energy-eliminating shock-absorbing device the most according to claim 1, it is characterised in that described damping piece is multiple, along living Moving plate radially arrangement.
Combination disc type energy-eliminating shock-absorbing device the most according to claim 3, it is characterised in that multiple rows of damping piece radially forms week Arrange to multi-turn circulating type.
Combination disc type energy-eliminating shock-absorbing device the most according to claim 1, it is characterised in that described damping piece is steel, lead or multiple Close the steel pipe of lead.
Combination disc type energy-eliminating shock-absorbing device the most according to claim 1, it is characterised in that described damping piece is high-damping rubber Or be overlapped mutually with steel plate layer by rubber layer and to form.
Combination disc type energy-eliminating shock-absorbing device the most according to claim 1, it is characterised in that described rotating shaft is fixing with fixed disk even Connecing, movable disk is enclosed within rotating shaft;Or rotating shaft and movable disk are fixing is connected, fixed disk is enclosed within rotating shaft.
Combination disc type energy-eliminating shock-absorbing device the most according to claim 1, it is characterised in that described fixed disk and movable disk are circle Shape or polygon.
Combination disc type energy-eliminating shock-absorbing device the most according to claim 1, it is characterised in that described fixed disk and movable disk are vertical Arrange or be horizontally disposed with.
Combination disc type energy-eliminating shock-absorbing device the most according to claim 1, it is characterised in that described dynamic component includes being arranged on The union joint of movable disk eccentric part;Or drive disk assembly is the transmission gear ring being located in movable disk.
CN201610786863.5A 2016-08-31 2016-08-31 A kind of combination disc type energy-eliminating shock-absorbing device Pending CN106193750A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610786863.5A CN106193750A (en) 2016-08-31 2016-08-31 A kind of combination disc type energy-eliminating shock-absorbing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610786863.5A CN106193750A (en) 2016-08-31 2016-08-31 A kind of combination disc type energy-eliminating shock-absorbing device

Publications (1)

Publication Number Publication Date
CN106193750A true CN106193750A (en) 2016-12-07

Family

ID=58085265

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610786863.5A Pending CN106193750A (en) 2016-08-31 2016-08-31 A kind of combination disc type energy-eliminating shock-absorbing device

Country Status (1)

Country Link
CN (1) CN106193750A (en)

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5456047A (en) * 1993-02-19 1995-10-10 Dorka; Uwe Friction device for protection of structural systems against dynamic actions
JPH10266400A (en) * 1997-03-24 1998-10-06 Taisei Corp Fire resistant covering structure of base-isolated device
JP2003239425A (en) * 2002-02-20 2003-08-27 Tokyo Gas Co Ltd Impulse insulation instrument
CN101168979A (en) * 2007-11-02 2008-04-30 北京工业大学 Displacement enlargement type energy-dissipating equipment
CN103122969A (en) * 2013-02-05 2013-05-29 上海大学 Three-dimensional shock isolation device
CN103556748A (en) * 2013-11-01 2014-02-05 贵州大学 Method and device for improving shock resistance of building or bridge
CN203498861U (en) * 2013-08-27 2014-03-26 中建安装工程有限公司 Base shock isolation system for device
CN105756213A (en) * 2016-03-09 2016-07-13 东南大学 Serial connection vibration isolation structure used for vibration isolation or vibration absorption
CN205976679U (en) * 2016-08-31 2017-02-22 四川省建筑科学研究院 Combination disk energy dissipation shock absorber

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5456047A (en) * 1993-02-19 1995-10-10 Dorka; Uwe Friction device for protection of structural systems against dynamic actions
JPH10266400A (en) * 1997-03-24 1998-10-06 Taisei Corp Fire resistant covering structure of base-isolated device
JP2003239425A (en) * 2002-02-20 2003-08-27 Tokyo Gas Co Ltd Impulse insulation instrument
CN101168979A (en) * 2007-11-02 2008-04-30 北京工业大学 Displacement enlargement type energy-dissipating equipment
CN103122969A (en) * 2013-02-05 2013-05-29 上海大学 Three-dimensional shock isolation device
CN203498861U (en) * 2013-08-27 2014-03-26 中建安装工程有限公司 Base shock isolation system for device
CN103556748A (en) * 2013-11-01 2014-02-05 贵州大学 Method and device for improving shock resistance of building or bridge
CN105756213A (en) * 2016-03-09 2016-07-13 东南大学 Serial connection vibration isolation structure used for vibration isolation or vibration absorption
CN205976679U (en) * 2016-08-31 2017-02-22 四川省建筑科学研究院 Combination disk energy dissipation shock absorber

Similar Documents

Publication Publication Date Title
EP2732106B1 (en) Passive damper
CN107060124A (en) Many level damping classification surrender metal dampers
CN105473890B (en) buffer system
EP2894365A1 (en) Seismic base isolation device
CN205976052U (en) Array disk energy dissipation vibration damper
CN205976679U (en) Combination disk energy dissipation shock absorber
CN112281641B (en) Grid damping support
JP2013044155A (en) Vibration control structure
JP4718206B2 (en) Damping column base structure and damping structure using the same
CN205976053U (en) Disk energy dissipation shock absorber
CN106193750A (en) A kind of combination disc type energy-eliminating shock-absorbing device
CN106193358A (en) A kind of array disc type energy-eliminating shock-absorbing device
RU2285832C1 (en) Disk-type elastic member
CN109972758B (en) Damper assembly installation method capable of adjusting energy consumption effect
CN106193359A (en) A kind of disc type energy-eliminating shock-absorbing device
TR201813419T1 (en) Seismic isolation support for bridges and bridge using same
JP4941601B2 (en) Seismic isolation device
JP2010203150A (en) Seismic response control frame
CN108643032A (en) A kind of antidetonation bridge pad
CN217814739U (en) Three-dimensional vibration isolation support
JP2004285599A (en) Vibration control structure of structure
KR101828089B1 (en) vibration isolation device for wind tower and installing method thereof
JP2009097301A (en) Rolling base isolation bearing device with damping function
JP2014111969A (en) Laminated rubber bearing
JP6143058B2 (en) Vibration control structure

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20161207