CN106088391A - Tuning quality type surrender energy-dissipating and shock-absorbing wall device - Google Patents
Tuning quality type surrender energy-dissipating and shock-absorbing wall device Download PDFInfo
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- CN106088391A CN106088391A CN201610533008.3A CN201610533008A CN106088391A CN 106088391 A CN106088391 A CN 106088391A CN 201610533008 A CN201610533008 A CN 201610533008A CN 106088391 A CN106088391 A CN 106088391A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, 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
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
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Abstract
A kind of tuning quality type surrender energy-dissipating and shock-absorbing wall device, upper node plate is connected with agent structure in diagonal form along agent structure short transverse plane with bottom gusset plate, steel core is connected with upper node plate and bottom gusset plate, is collectively forming a monocline support body system with agent structure.At agent structure lower surface, cushion cap is set, track is laid above cushion cap, track two ends arrange slip limiting card, by assembly on front side of Mass Sources, assembly on rear side of Mass Sources, top limiting plate and lower limit plate are combined into tuned mass damper TMD Mass Sources, and on rear side of assembly and Mass Sources, assembly lower surface arranges pulley on front side of Mass Sources, then pulley is placed in orbit, a fixed gap is reserved in the middle of Mass Sources, and steel core is pressed from both sides in the middle, resilient element and damping element are set between Mass Sources end and agent structure, formed and there is tuning quality and the shock absorption wall device of metal yield energy-dissipating and shock-absorbing dual-use function.
Description
Technical field
The present invention relates to a kind of difunctional composite shock-absorbing wall device, particularly a kind of tuning quality type surrender energy-dissipating and shock-absorbing wall
Device.It it is one technical innovation of civil engineering structure energy-dissipating and shock-absorbing technical field.
Background technology
Tuned mass damper (TMD) be current building vibration control in apply one of wider technology, its principle be by
The TMD natural frequency of vibration be tuned to agent structure frequency meet certain relation time, the reverse inertia force produced by oscillator carrys out part
Offset the perturbed force of input structure.Anti-buckling support (BRB) is to arrange that around steel core soap-free emulsion polymeization constraint element is steady to improve it
Qualitative, then realize energy-dissipating and shock-absorbing by steel core plastic deformation during tension and compression.
But, TMD and BRB is with the presence of own limitations for tradition: it is big that TMD takies space, to structural modal attribute
Sensitive, starts the time long, and the problem such as take effect slow, subtracts wind-excited responese good, subtracts seismic response poor.Then there is yield force in BRB
Limiting and the problem of material resisting fatigue, anti-seismic performance is superior, but controls the best to ambient vibration.
Summary of the invention
It is desirable to provide a kind of tuning quality type surrender energy-dissipating and shock-absorbing wall device, utilize this device can reach following mesh
: (1), when structure suffers general ambient vibration, can play TMD shock sucking function；(2) when structure suffer earthquake or other break
During bad property impact load, metal yield power consumption function will be played；(3) according to extraneous vibration intensity, two kinds of shock-absorbing functions can be realized
Between automatic switchover；(4) simple structure, processes uncomplicated, flexible arrangement in structure, and space occupancy rate is little, handling and
Easy to maintenance.
The composition of the present invention: a kind of tuning quality type surrender energy-dissipating and shock-absorbing wall device, by upper node plate, bottom node
Assembly on rear side of assembly, Mass Sources, top limiting plate, lower limit plate, connecting bolt, resilience unit on front side of plate, steel core, Mass Sources
Part, damping element, pulley, track, limiting card, cushion cap and agent structure composition.It is characterized in that: by upper node plate and bottom
Gusset plate is connected with agent structure in diagonal form along agent structure short transverse plane, by steel core and upper node plate and under
Portion gusset plate connects, and is collectively forming a monocline support body system with agent structure.Cushion cap is set at agent structure lower surface, on cushion cap
Track is laid in face, and track two ends arrange slip limiting card, spacing by assembly on rear side of assembly, Mass Sources on front side of Mass Sources, top
Plate and lower limit plate are combined into tuned mass damper TMD Mass Sources, and group on rear side of assembly and Mass Sources on front side of Mass Sources
Part lower surface arranges pulley, and the Mass Sources after then arranging pulley is placed in orbit, and ensures that Mass Sources can be along track
Direction slidably, reserves a fixed gap in the middle of described Mass Sources, pass for oblique steel core and pressed from both sides in the middle by steel core, steel core
Surface maintains 5 ~ 10mm gap with Mass Sources surface, arranges resilient element and damping unit between Mass Sources end and agent structure
Part, is formed and has tuning quality and the shock absorption wall device of metal yield energy-dissipating and shock-absorbing dual-use function.
Described steel core is big by end cross-sectional, the word variable cross-section metallic plate composition that surrender active section cross section is little.
Described steel core includes that with the connected mode of upper node plate and bottom gusset plate welding, bolt are connected and hinged.
The assembly that described Mass Sources assembly is combined into is TMD mass of system source, is again the constraint element of steel core simultaneously.
On front side of described TMD Mass Sources, on rear side of assembly and Mass Sources, component bottom is provided with vertical constraint peace out of plane constraint.
Described vertical constraint peace out of plane constraint includes slide system or spring fastening.
Described resilient element includes spring and prestress wire.Described damping element is viscous damper.
When pressurized is violent, the active section of steel core can occur bending deformation, and by group on front side of this deformable squeeze Mass Sources
Module inner on rear side of part and Mass Sources, the produced friction of this extruding can be blocked outside TMD and be worked on, it is achieved amortisseur from
Tuning quality vibration damping is to the automatic conversion of metal yield energy-dissipating and shock-absorbing function.
Compared with the prior art, present invention have the advantage that
When agent structure suffers general ambient vibration, described Mass Sources, resilient element and damping element collectively constitute TMD system
System.When quality, rigidity and the damping of this TMD system meet certain mathematical relationship, this system can be that structure provides reverse inertia
Power is to reduce structural vibration effect, it is achieved TMD shock sucking function.
When agent structure suffers earthquake or other damaging impact load, displacement between structure generation larger layers, described steel
Core can occur flexing when pressurized, now originally serves as TMD Mass Sources and is distributed in the Mass Sources on steel core both sides and can retrain steel core
The outer bending deformation of plane, forces it to high-order buckling modal change, it is achieved the metal yield power consumption function of steel core.
Described Mass Sources is during constraint steel core bending deformation, and the two contact surface can produce bigger normal stress, should
The frictional force that power produces can block the swing of TMD system.Owing to structure is during large deformation, often become with mode attribute
Change, be now not only difficult to effective absorbing by the TMD system of grand master pattern state condition design, in some instances it may even be possible to heavy structure is born.Institute
With, when agent structure suffers thump load, TMD system swing can stop because of internal steel core flexing friction, thus real
Now from TMD vibration damping to the automatic switchover of metal yield energy-dissipating and shock-absorbing function.
In apparatus of the present invention assembly, described upper node plate, bottom gusset plate, steel core, Mass Sources and cushion cap, it is all rule
Steel or steel-concrete component；Described resilient element, damping element, pulley, track, limiting card, can directly use specification on market
Chemical conversion product carry out supporting.Each inter-module only need to be connected by standard bolt or weld can complete assemble, therefore have structure letter
Single, to process uncomplicated, flexible arrangement in structure, space occupancy rate is little, handling and technical characterstic easy to maintenance.
It addition, the present invention also can have a following attendant advantages:
By described upper node plate, bottom gusset plate, the shoring of steel core composition can be that structure provides lateral rigidity, further
Reduce malformation.
Described TMD Mass Sources can directly use building partition material, and its quality is big, and many places are arranged and be can reach relatively in the structure
High-quality ratio, and then make the effectiveness in vibration suppression of agent structure become apparent from.
Described TMD Mass Sources is horizontal positioned, and Mass Sources will not be occurred initially to glide excessive problem, and then is more conducive to use
In tall and slender structure.
Accompanying drawing explanation
Fig. 1 is present configuration schematic diagram；
Fig. 2 is front view of the present invention；
Fig. 3 is the A-A sectional view of Fig. 1；
Fig. 4 is the B-B sectional view of Fig. 1；
Fig. 5 is the C-C sectional view of Fig. 1；
Fig. 6 is the D-D sectional view of Fig. 3；
1 upper node plate in figure；2 bottom gusset plates；3 steel cores；Assembly on front side of 4a Mass Sources；On rear side of 4b Mass Sources
Assembly；5a top limiting plate；5b lower limit plate；6 connecting bolts；7 resilient elements；8 damping elements；9 is sliding
Wheel；10 tracks；11 limiting cards；12 cushion caps；13 agent structures.
Detailed description of the invention
Embodiments of the invention are described below in detail, as shown in figures 1 to 6, first by upper node plate 1 and bottom gusset plate
2 are connected with agent structure 13, are then connected with upper node plate 1 and bottom gusset plate 2 by steel core 3, form a skewed horizontal load
System.If agent structure is reinforced concrete structure, then upper node plate 1 and bottom gusset plate 2 can use pre-buried casting craft
It is connected with agent structure；If agent structure is steel construction, then welding procedure can be used to be connected with agent structure.Steel core 3 and joint
That puts plate is connected by welding or bolt connection.
Cushion cap 12 is set at agent structure lower surface, cushion cap is placed sliding rail 10.Cushion cap height should ensure that installation
After, on front side of Mass Sources, on rear side of assembly 4a and Mass Sources, the lower surface of assembly 4b is higher than the upper surface of bottom gusset plate 2, simultaneously
On front side of Mass Sources on rear side of assembly 4a and Mass Sources the upper surface of 4b less than the lower surface of upper node plate 1.
On front side of Mass Sources, on rear side of assembly 4a and Mass Sources, bottom assembly 4b, track pulley is set.Pulley number is by Mass Sources
Gross weight controls with single pulley bearing capacity, but minimum the most preferably less than 4.Ensure on front side of Mass Sources on rear side of assembly 4a and Mass Sources
After assembly 4b placement in orbit, energy direction along ng a path is slidably.Pulley 9 preferably uses rail pulley, and along being arranged symmetrically with.
By assembly 4b parallel docking on rear side of assembly 4a on front side of Mass Sources and Mass Sources, centre be aided with top limiting plate 5a and under
Portion limiting plate 5b, collectively constitutes TMD Mass Sources.Steel core 3 must be surrendered power consumption section and be included, to prevent nothing by TMD Mass Sources
Constraint portions pressurized unstability acutely and too early.On front side of Mass Sources on rear side of assembly 4a, Mass Sources assembly 4b and top limiting plate 5a or
Connected by connecting bolt 6 between lower limit plate 5b, in order to install and replace.Sky is done, it is allowed to steel core in the middle of TMD Mass Sources
Pass from centre.Specifically, during docking first to assembly 4b on rear side of assembly 4a, Mass Sources on front side of Mass Sources and top limiting plate 5a or
Lower limit plate 5b carries out location interim to hole, and connecting bolt 6 sequentially passes through assembly 4a on front side of Mass Sources, top limiting plate 5a
Assembly 4b on rear side of (or 5b) and Mass Sources, removes interim location after tightening.Assembly on rear side of assembly 4a and Mass Sources on front side of Mass Sources
Pre-interspacing in the middle part of 4b is controlled by top limiting plate 5a and lower limit plate 5b, and limiting plate thickness should be greater than the thickness of steel core 3,
Not occur between assembly 4b inner surface on rear side of assembly 4a, Mass Sources on front side of steel core 3 both side surface after ensureing assembling and Mass Sources
Contact, top limiting plate 5a and lower limit plate 5b thickness should as.Limiting plate thickness is also unsuitable excessive, according in the past to flexing
Support performance experimental study also considers that common buildings component machining accuracy is permitted, space between steel core surface and surface of wall
Preferably control between 5 ~ 10mm.
Resilient element 7 and damping element 8 are set on Mass Sources both sides.Resilient element 7 and damping element 8 one end are fixed on master
In body structure, the other end is fixed on front side of Mass Sources on rear side of assembly 4a and Mass Sources on assembly 4b.
The kind of resilient element 7 and quantity are preferably controlled by formula (1), so that effectiveness in vibration suppression is more excellent.Specifically, for making structure reach
To least displacement, kind and the quantity of resilient element 7 are determined by formula (1a)；For making structure minimize acceleration, resilient element 7
Kind and quantity determined by formula (1b):
(1)
In formula (1),γ t,opTMD and agent structure optimal frequency ratios,Whereinf sAgent structure frequency,k ti TheiThe rigidity of individual resilient element 7,n sThe quantity of resilient element 7,m tGroup
Part 4a, 4b and the gross mass of limiting plate 5a and 5b；μMass ratio between TMD Mass Sources and agent structure, M sAgent structure modal mass；ξ 0Agent structure damping ratio.
The kind of damping element 8 and quantity are preferably controlled by formula (2), so that effectiveness in vibration suppression is more excellent.Specifically, for making structure reach
To least displacement, kind and the quantity of damping element 8 are determined by formula (2a)；For making structure minimize acceleration, damping element 8
Kind and quantity determined by formula (2b):
(2)
In formula (2),ξ t,opTMD Optimal damping ratio,Whereinf sBody junction
Structure frequency,c tiTheiThe damped coefficient of individual damping element 8,n cThe quantity of damping element 8；The same formula of other meaning of parameters
(1).
Resilient element 7 and damping element 8 maximum tension and reduction length should be greater than putting equal to TMD Mass Sources design maximum
Width.After installing, shock absorption wall device TMD need to be done frequency sweep or resonance test, by regulation resilient element 7 and damping element 8
Quantity, rigidity and damping parameter, make TMD operating frequency meet and agent structure frequency and damping between best vibration damping ratio close
System.
After system frequency and damping debugging, in making TMD Mass Sources position return, limiting card is set the most in orbit
11.Limiting card and pulley outward flange distance are by TMD Mass Sources design maximum amplitude of oscillation value.Ascend the throne plate 5a and lower limit plate in top
Between 5b and steel core 3, minimum range have to be larger than pulley outward flange to railway limit card distance.After installing, figure should be met
Effect shown in 2.
Claims (8)
1. a tuning quality type surrender energy-dissipating and shock-absorbing wall device, before upper node plate, bottom gusset plate, steel core, Mass Sources
Assembly on rear side of side assembly, Mass Sources, top limiting plate, lower limit plate, connecting bolt, resilient element, damping element, pulley,
Track, limiting card, cushion cap and agent structure composition, it is characterised in that: by main to upper node plate (1) and bottom gusset plate (2) edge
It is connected with agent structure (13) in diagonal form in body structure (13) short transverse plane, by steel core (3) and upper node plate (1)
Connect with bottom gusset plate (2), be collectively forming a monocline support body system with agent structure (13),
Arranging cushion cap (12) at agent structure lower surface, track (10) laid above by cushion cap (12), and track two ends arrange slip limit
Position card (11), by assembly (4b), top limiting plate (5a) and lower limit plate on rear side of assembly on front side of Mass Sources (4a), Mass Sources
(5b) tuned mass damper TMD Mass Sources it is combined into, and assembly (4b) on rear side of assembly (4a) and Mass Sources on front side of Mass Sources
Lower surface arranges pulley (9), and the Mass Sources after then arranging pulley (9) is placed on track (10), and ensures Mass Sources energy
Along track (10) direction the most slidably, in the middle of described Mass Sources, reserve a fixed gap, pass and by steel core for oblique steel core (3)
(3) folder is in the middle, and steel core (3) surface maintains 5 ~ 10mm gap with Mass Sources surface, in Mass Sources end and agent structure
(13) resilient element (7) and damping element (8) are set between, are formed and there is tuning quality and metal yield energy-dissipating and shock-absorbing dual-use function
Shock absorption wall device.
Tuning quality type the most according to claim 1 surrender energy-dissipating and shock-absorbing wall device, it is characterised in that described steel core (3)
Big by end cross-sectional, that surrender active section cross section is a little word variable cross-section metallic plate composition.
Tuning quality type the most according to claim 1 surrender energy-dissipating and shock-absorbing wall device, it is characterised in that described steel core (3)
Include that with the connected mode of upper node plate (1) and bottom gusset plate (2) welding, bolt are connected and hinged.
Tuning quality type the most according to claim 1 surrender energy-dissipating and shock-absorbing wall device, it is characterised in that described Mass Sources group
The assembly that part (4a) (4b) (5a) (5b) is combined into is TMD mass of system source, is again the constraint element of steel core (3) simultaneously.
Tuning quality type the most according to claim 1 surrender energy-dissipating and shock-absorbing wall device, it is characterised in that described TMD mass
On front side of source, on rear side of assembly (4a) and Mass Sources, assembly (4b) bottom is provided with vertical constraint peace out of plane constraint.
Tuning quality type the most according to claim 5 surrender energy-dissipating and shock-absorbing wall device, it is characterised in that described vertical constraint
Peace out of plane constraint includes slide system or spring fastening.
Tuning quality type the most according to claim 1 surrender energy-dissipating and shock-absorbing wall device, it is characterised in that described resilient element
(7) include that spring and prestress wire, described damping element (8) are viscous damper.
Tuning quality type the most according to claim 1 surrender energy-dissipating and shock-absorbing wall device, it is characterised in that violent at pressurized
Time, the active section of steel core (3) can occur bending deformation, and by assembly (4a) on front side of this deformable squeeze Mass Sources and Mass Sources after
Side assembly (4b) inner surface, the produced friction of this extruding can be blocked outside TMD and be worked on, it is achieved amortisseur is from tuning quality
Vibration damping is to the automatic conversion of metal yield energy-dissipating and shock-absorbing function.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810262009.8A CN108487495B (en) | 2016-07-08 | 2016-07-08 | Damping wall device and method for determining types and quantity of damping elements |
| CN201810262099.0A CN108442567B (en) | 2016-07-08 | 2016-07-08 | A kind of damping wall device and damping element number of species determine method |
| CN201810261976.2A CN108396884B (en) | 2016-07-08 | 2016-07-08 | A kind of damping wall device and resilient element number of species determine method |
| CN201610533008.3A CN106088391B (en) | 2016-07-08 | 2016-07-08 | Tuning quality type surrenders energy-dissipating and shock-absorbing wall device |
| CN201810262098.6A CN108487496B (en) | 2016-07-08 | 2016-07-08 | Damping wall device and resilient element number of species determine method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610533008.3A CN106088391B (en) | 2016-07-08 | 2016-07-08 | Tuning quality type surrenders energy-dissipating and shock-absorbing wall device |
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| CN201810262098.6A Division CN108487496B (en) | 2016-07-08 | 2016-07-08 | Damping wall device and resilient element number of species determine method |
| CN201810261976.2A Division CN108396884B (en) | 2016-07-08 | 2016-07-08 | A kind of damping wall device and resilient element number of species determine method |
| CN201810262009.8A Division CN108487495B (en) | 2016-07-08 | 2016-07-08 | Damping wall device and method for determining types and quantity of damping elements |
| CN201810262099.0A Division CN108442567B (en) | 2016-07-08 | 2016-07-08 | A kind of damping wall device and damping element number of species determine method |
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| CN106088391A true CN106088391A (en) | 2016-11-09 |
| CN106088391B CN106088391B (en) | 2018-09-21 |
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| CN201810261976.2A Active CN108396884B (en) | 2016-07-08 | 2016-07-08 | A kind of damping wall device and resilient element number of species determine method |
| CN201810262009.8A Expired - Fee Related CN108487495B (en) | 2016-07-08 | 2016-07-08 | Damping wall device and method for determining types and quantity of damping elements |
| CN201610533008.3A Expired - Fee Related CN106088391B (en) | 2016-07-08 | 2016-07-08 | Tuning quality type surrenders energy-dissipating and shock-absorbing wall device |
| CN201810262098.6A Active CN108487496B (en) | 2016-07-08 | 2016-07-08 | Damping wall device and resilient element number of species determine method |
| CN201810262099.0A Active CN108442567B (en) | 2016-07-08 | 2016-07-08 | A kind of damping wall device and damping element number of species determine method |
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| CN201810261976.2A Active CN108396884B (en) | 2016-07-08 | 2016-07-08 | A kind of damping wall device and resilient element number of species determine method |
| CN201810262009.8A Expired - Fee Related CN108487495B (en) | 2016-07-08 | 2016-07-08 | Damping wall device and method for determining types and quantity of damping elements |
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| CN201810262099.0A Active CN108442567B (en) | 2016-07-08 | 2016-07-08 | A kind of damping wall device and damping element number of species determine method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836549A (en) * | 2017-03-30 | 2017-06-13 | 贵州大学 | A kind of slip filling wall with frcition damper |
| CN110145052A (en) * | 2017-10-21 | 2019-08-20 | 山东建筑大学 | A kind of antidetonation wall and its construction method |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113089866A (en) * | 2021-03-18 | 2021-07-09 | 兰州大学 | Civil engineering shock attenuation component |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090058430A (en) * | 2007-12-04 | 2009-06-09 | 단국대학교 산학협력단 | Semi active tuned mass damper with lead-rubber bearing and auto brake |
| CN101476354A (en) * | 2009-01-16 | 2009-07-08 | 北京工业大学 | Frequency-modulation mass anti-flection support |
| CN201377127Y (en) * | 2009-01-16 | 2010-01-06 | 北京工业大学 | Buckling-restrained brace with double functions of micro-earthquake and strong earthquake |
| CN201502113U (en) * | 2009-09-25 | 2010-06-09 | 北京工业大学 | Drum-type omnibearing tuning shock absorbing mass damper |
| CN203546936U (en) * | 2013-09-30 | 2014-04-16 | 常州容大结构减振设备有限公司 | Planar non-directional 360-degree TMD (Tuned Mass Damper) |
| CN203977607U (en) * | 2013-12-06 | 2014-12-03 | 北京工业大学 | The anti-buckling support of tumbling-type tuning quality type |
| CN204102464U (en) * | 2014-08-26 | 2015-01-14 | 蔡权 | Sliding-type shock insulation building structure |
| CN105544765A (en) * | 2016-01-26 | 2016-05-04 | 广州大学 | Bi-directional slide rail supporting base applicable to quality tuning control system |
| CN205875450U (en) * | 2016-07-08 | 2017-01-11 | 贵州理工学院 | Harmonious quality type surrender energy dissipation shock attenuation wall device |
Family Cites Families (27)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1113168A (en) * | 1997-06-26 | 1999-01-19 | Mitsubishi Chem Corp | Structural panel |
| US6761001B2 (en) * | 2000-08-18 | 2004-07-13 | Lee W. Mueller | Frame shear assembly for walls |
| CN2617839Y (en) * | 2003-04-24 | 2004-05-26 | 上海市第七建筑有限公司 | Energy-dissipating and vibration absorbing supporter |
| JP2005299173A (en) * | 2004-04-09 | 2005-10-27 | Taisei Corp | Aseismatic structure of towering construction |
| CN1333141C (en) * | 2005-07-08 | 2007-08-22 | 北京工业大学 | Combined concrete shear wall with built-in eccentric supporting steel truss and its making method |
| CN200992753Y (en) * | 2006-12-29 | 2007-12-19 | 北京工业大学 | Shear wall restrained zinc-plated sheet iron cladded adhesive-free energy-dissipation steel support |
| CN101122150B (en) * | 2007-08-31 | 2010-06-02 | 广东省建筑设计研究院 | Shock absorption wall and construction method thereof |
| CN101126253A (en) * | 2007-09-28 | 2008-02-20 | 清华大学 | Partition block type sticking-free flection-proof steel plate shearing force wall |
| CN101457558A (en) * | 2008-12-19 | 2009-06-17 | 北京工业大学 | Steel truss-steel plate combined shear wall and method for producing the same |
| JP5341625B2 (en) * | 2009-06-10 | 2013-11-13 | トヨタホーム株式会社 | Wall structure and building |
| CN103046661A (en) * | 2012-05-09 | 2013-04-17 | 北京江河幕墙股份有限公司 | Single-cable net curtain wall damping device and damper |
| CN102995941A (en) * | 2012-12-31 | 2013-03-27 | 傅礼铭 | Shock-absorbing house |
| CN103437450B (en) * | 2013-09-12 | 2016-08-17 | 南京工业大学 | A kind of anti-buckling low yield point steel-composite energy dissipation brace |
| CN203669693U (en) * | 2013-12-24 | 2014-06-25 | 常州容大结构减振设备有限公司 | Ventilating, sound-insulating and vibration-reducing curtain distributed type MTMD |
| CN203834718U (en) * | 2014-03-11 | 2014-09-17 | 青岛科而泰环境控制技术有限公司 | Buckling restrained brace device |
| CN203867236U (en) * | 2014-06-10 | 2014-10-08 | 国家电网公司 | SNMPV3-based 3D monitoring machine room construction structure |
| CN204212285U (en) * | 2014-09-28 | 2015-03-18 | 中国建筑股份有限公司 | A kind of novel bottom punches and is with the precast concrete shear wall plate of energy-dissipating device |
| CN204876158U (en) * | 2015-04-08 | 2015-12-16 | 杭州天象声学技术有限公司 | Damping sound insulation wall body |
| CN204850128U (en) * | 2015-05-23 | 2015-12-09 | 茅金声 | A wall body that is used for buildding fast steel and constructs room |
| CN204715571U (en) * | 2015-06-05 | 2015-10-21 | 中建四局第一建筑工程有限公司 | A kind of high residential building energy-dissipating and shock-absorbing wall |
| CN105019571A (en) * | 2015-07-08 | 2015-11-04 | 上海大学 | Viscous damping wall |
| CN204754939U (en) * | 2015-07-22 | 2015-11-11 | 武汉理工大学 | Underground structure high damping subtracting shock insulation structure |
| CN105133743B (en) * | 2015-09-24 | 2017-04-05 | 同济大学 | Non-linear tunable matter fluid damper |
| CN205152774U (en) * | 2015-10-21 | 2016-04-13 | 华北水利水电大学 | Harmonious mass damper of assembled current vortex |
| CN205100387U (en) * | 2015-10-30 | 2016-03-23 | 郑州大学 | Adjustable damping shock -absorbing structure |
| CN105239695B (en) * | 2015-11-09 | 2017-10-24 | 同济大学建筑设计研究院(集团)有限公司 | A kind of toggle joint type deforms amplifying device |
| CN105672516B (en) * | 2016-03-10 | 2018-06-22 | 苏州科技学院 | Integrated form tuning quality damps wall |
-
2016
- 2016-07-08 CN CN201810261976.2A patent/CN108396884B/en active Active
- 2016-07-08 CN CN201810262009.8A patent/CN108487495B/en not_active Expired - Fee Related
- 2016-07-08 CN CN201610533008.3A patent/CN106088391B/en not_active Expired - Fee Related
- 2016-07-08 CN CN201810262098.6A patent/CN108487496B/en active Active
- 2016-07-08 CN CN201810262099.0A patent/CN108442567B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090058430A (en) * | 2007-12-04 | 2009-06-09 | 단국대학교 산학협력단 | Semi active tuned mass damper with lead-rubber bearing and auto brake |
| CN101476354A (en) * | 2009-01-16 | 2009-07-08 | 北京工业大学 | Frequency-modulation mass anti-flection support |
| CN201377127Y (en) * | 2009-01-16 | 2010-01-06 | 北京工业大学 | Buckling-restrained brace with double functions of micro-earthquake and strong earthquake |
| CN201502113U (en) * | 2009-09-25 | 2010-06-09 | 北京工业大学 | Drum-type omnibearing tuning shock absorbing mass damper |
| CN203546936U (en) * | 2013-09-30 | 2014-04-16 | 常州容大结构减振设备有限公司 | Planar non-directional 360-degree TMD (Tuned Mass Damper) |
| CN203977607U (en) * | 2013-12-06 | 2014-12-03 | 北京工业大学 | The anti-buckling support of tumbling-type tuning quality type |
| CN204102464U (en) * | 2014-08-26 | 2015-01-14 | 蔡权 | Sliding-type shock insulation building structure |
| CN105544765A (en) * | 2016-01-26 | 2016-05-04 | 广州大学 | Bi-directional slide rail supporting base applicable to quality tuning control system |
| CN205875450U (en) * | 2016-07-08 | 2017-01-11 | 贵州理工学院 | Harmonious quality type surrender energy dissipation shock attenuation wall device |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836549A (en) * | 2017-03-30 | 2017-06-13 | 贵州大学 | A kind of slip filling wall with frcition damper |
| CN110145052A (en) * | 2017-10-21 | 2019-08-20 | 山东建筑大学 | A kind of antidetonation wall and its construction method |
| CN110145052B (en) * | 2017-10-21 | 2020-10-30 | 山东建筑大学 | Anti-seismic wall and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108396884A (en) | 2018-08-14 |
| CN106088391B (en) | 2018-09-21 |
| CN108487495A (en) | 2018-09-04 |
| CN108442567B (en) | 2019-11-08 |
| CN108487495B (en) | 2020-05-22 |
| CN108487496A (en) | 2018-09-04 |
| CN108396884B (en) | 2019-09-27 |
| CN108442567A (en) | 2018-08-24 |
| CN108487496B (en) | 2019-11-26 |
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