CN109403497A - A kind of skyscraper shock insulation damping device - Google Patents
A kind of skyscraper shock insulation damping device Download PDFInfo
- Publication number
- CN109403497A CN109403497A CN201811541991.9A CN201811541991A CN109403497A CN 109403497 A CN109403497 A CN 109403497A CN 201811541991 A CN201811541991 A CN 201811541991A CN 109403497 A CN109403497 A CN 109403497A
- Authority
- CN
- China
- Prior art keywords
- fixedly installed
- damping
- sleeve
- steel plate
- skyscraper
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
-
- 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
-
- 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
- E04H9/022—Bearing, 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)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The present invention relates to shock-absorption technical fields, and disclose a kind of skyscraper shock insulation damping device, including ground beam, collar tie beam is fixedly installed at the top of the ground beam, the left and right sides of the collar tie beam inner cavity is fixedly installed with connecting plate, the mutually close side of two connecting plates is fixedly installed with fixed plate muscle, and upper and lower ends of two fixed plate muscles mutually close to side are fixedly installed with outer turning handle.The skyscraper earthquake isolation recovery device; pass through the mutual cooperation between damping slide bar, damping spring, damping sleeve; damping spring has buffer function; damping slide bar can be moved left and right in damping sleeve inner; in the interaction by inner rubber and internal steel plate; so that the skyscraper damping device can act as protection cushioning effect to the shear wave and longitudinal wave of seismic wave; from protecting the skyscraper damping device can effectively to building, and then improve the practicability of the skyscraper damping device.
Description
Technical field
The present invention relates to shock-absorption technical field, specially a kind of skyscraper shock insulation damping device.
Background technique
Damping device is not used only in field of machining, with the progress of cushion technique and the need of architecture construction safety
It wants, skyscraper also starts to gradually adopt damping device to carry out construction, and the building for using damping device to be built can be with
The damage that building body is subject in earthquake is reduced, to effectively guarantee the personal safety of the people.
Existing skyscraper is all to be buffered using the shock mount being fixedly mounted between ground beam and ground and consume ground
Shake brings the vibration of skyscraper, and existing cushioning support-saddle is mainly successively stacked by steel plate and rubber layer and is made, the vibration of earthquake
Wavelength-division is shear wave and longitudinal wave, when P wave cooperatively forms surface wave diffusion with shear wave, existing shock mount structure mistake
In it is single and can not for seismic wave waveform and carrying out shockproof effort causes damping effect undesirable, cannot be maximum
Building is protected, when house is by seismic shock, shock mount, which also can directly be slid laterally by the vibration of earthquake, to incline
Tiltedly to lose cushioning effect, and the building for having received vibration can not be continued to use because of the lateral inclination of shock mount, together
When existing shock mount mounting means during construction it is extremely complex, increase the labor intensity of construction personnel, in turn
Reduce the practicability of existing shock mount.
Summary of the invention
The present invention provides a kind of skyscraper shock insulation damping device, having can be simultaneously to secondary wave and P wave
Carry out buffering to be not damaged after avoiding building impaired and shake can continue to use and work progress in mounting means it is simple
Advantage solves existing cushioning support-saddle and is mainly successively stacked and be made by steel plate and rubber layer, and the shock wave of earthquake is divided into shear wave
And longitudinal wave, when P wave and shear wave cooperatively form surface wave diffusion, existing shock mount structure it is excessively single and
Can not for seismic wave waveform and carrying out shockproof effort causes damping effect undesirable, cannot to greatest extent to building carry out
Protection, when house is by seismic shock, shock mount also directly can be slid laterally inclination by the vibration of earthquake to lose
Cushioning effect, and the building for having received vibration can not be continued to use because of the lateral inclination of shock mount, while existing be subtracted
It is extremely complex to shake support mounting means during construction, increases the labor intensity of construction personnel, thereby reduces existing
The problem of shock mount practicability.
The invention provides the following technical scheme: a kind of skyscraper earthquake isolation recovery device, including ground beam, the ground beam
Top be fixedly installed with collar tie beam, the left and right sides of the collar tie beam inner cavity is fixedly installed with connecting plate, two connecting plates
Mutually close side is fixedly installed with fixed plate muscle, the fixed peace of upper and lower ends of two fixed plate muscles mutually close to side
Equipped with outer turning handle, the inside fixing sleeve of the outer turning handle is connected to outer shaft, and the outer surface movable sleeve of the outer shaft, which is connected to, to be located at
The damping slide bar at outer turning handle back, the outer surface movable sleeve of the damping slide bar are connected to the damping between two fixed plate muscles
Sleeve, one end that the damping slide bar is located at damping sleeve inner are fixedly installed with sliding block, the upper and lower ends of the sliding block with
The inner wall pivot bush unit of damping sleeve, the internal activity of the damping sleeve are socketed with damping spring, a left side for the damping spring
Right both ends are fixedly connected with the inner wall of damping sleeve and sliding block respectively, and there are four the quantity of the damping sleeve and two are one group
Be divided to two groups up and down, the equal movable sleeve in the mutually close one end of damping sleeve described in every group is connected to interior shaft, two interior shafts outside
The equal fixing sleeve in surface is connected to interior turning handle, and two mutually close sides of the interior turning handle are fixedly connected to rubber protection steel plate, and two
The mutually close side of a rubber protection steel plate is fixedly installed with inner rubber, two inner rubbers it is mutually close one
Side is fixedly installed with internal steel plate, is successively bonded and is filled out by inner rubber and internal steel plate between two rubber protection steel plates
It fills, the left and right ends of rubber protection board bottom surface are fixedly installed with attachment base, and the bottom end of two attachment bases is equal
It is fixedly installed with gag lever post, the equal movable sleeve in the outer surface of two gag lever posts is connected to cushion collar cylinder, two gag lever posts
Bottom end is fixedly installed with the buffer stopper being located at the top of buffering barrel bore, and the outer surface of two bufferings is buffered with two
The inner cavity pivot bush unit of sleeve, the bottom of two buffer stoppers are fixedly installed with the buffering elastic for being located at buffering sleeve inner
Spring, the bottom end of two buffer springs are fixedly installed with the buffer stopper for being located at buffering barrel bore bottom, and two described slow
The bottom for rushing block is fixedly installed with gag lever post, and two gag lever posts run through the bottom of buffering barrel bore and extend to two
The outside of a buffering sleeve bottom, the bottom of two gag lever posts, which is fixedly installed with, is located at buffering sleeve bottom and rubber guarantor
The attachment base between steel plate is protected, two attachment bases are fixedly connected with the left and right ends of rubber protection steel plate top surface, described
The bottom surface of rubber protection steel plate is in contact with the top surface of ground beam, and the top of the rubber protection board is fixedly installed in collar tie beam
The connecting column of top of chamber.
Preferably, the shape of the collar tie beam is circle, and the bottom of collar tie beam and the top of ground beam are formed by concreting.
Preferably, the side that two connecting plates are located remotely from each other is fixedly installed with the connecting plate muscle inside collar tie beam, institute
The other end for stating plate muscle is fixedly installed with limit rib inside collar tie beam.
Preferably, the shape size of the fixed plate muscle is adapted with the shape size of connecting plate, the fixed plate muscle with
Connecting plate is welded to connect.
Preferably, the quantity of the fixed plate muscle is six, and six fixed plate muscles are equidistantly evenly distributed on collar tie beam
Inner cavity.
Preferably, the front of rubber protection steel plate offers threaded hole, the size of the threaded hole and fixed link
Size is adapted.
Preferably, the left and right sides of the gag lever post is fixedly installed with reinforcing rib, and the other end of reinforcing rib and connection
Seat is fixedly connected.
Preferably, the inner hollow of the connecting column, the shape of the connecting column are inverted trapezoidal, the inner cavity of the connecting column
The left and right sides be fixedly installed with embedded ribs.
Preferably, the mutually separate one end of two embedded ribs is fixedly installed with the structural steel inside connecting column
Muscle.
The present invention have it is following the utility model has the advantages that
1, the skyscraper shock insulation damping device is subtracted by the mutual cooperation between damping slide bar, damping spring, damping sleeve
Shaking spring has buffer function, and damping slide bar can be moved left and right in damping sleeve inner, is passing through inner rubber and internal steel
The interaction of plate is made so that the skyscraper damping device can act as protection damping to the shear wave and longitudinal wave of seismic wave
With from protecting the skyscraper damping device can effectively to building, and then improving the skyscraper damping device
Practicability.
2, the skyscraper shock insulation damping device, by gag lever post, buffer spring, buffering sleeve between mutual cooperation,
Gag lever post can only be slided up and down in buffering sleeve inner, and buffer spring in the vertical direction there is certain damping to make with elasticity
With when earthquake occurs, gag lever post and buffering sleeve are in stable state in the horizontal direction, so that internal steel plate and inner rubber exist
It can only be moved up and down under the action of seismic shock, to avoid inner rubber and internal steel plate that lateral inclination occurs and causes to damage
It is bad, and then improve the practicability of the skyscraper damping device.
3, the skyscraper shock insulation damping device passes through the mutual cooperation and fixed plate between connecting column and embedded ribs
Mutual cooperation between muscle and connecting plate, after fixed plate muscle and connecting plate are welded and fixed, worker can be directly inside connecting column
Casting concrete, embedded ribs can increase the bonding strength of young concrete and connecting column, the skyscraper damping device
Installation process is extremely convenient simple, reduces the construction intensity of worker, and then improve the practical of the skyscraper damping device
Property.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention；
Fig. 2 is the structure enlargement diagram at A of the present invention；
Fig. 3 is the structural schematic diagram that rubber of the present invention protects steel plate.
In figure: 1, ground beam；2, connecting plate；3, connecting plate muscle；4, outer turning handle；5, interior turning handle；6, interior shaft；7, rubber protects steel
Plate；8, inner rubber；9, internal steel plate；10, fixed plate muscle；11, limit rib；12, collar tie beam；13, sliding block；14, embedded ribs；15,
Connecting column；16, fixed link；17, structure reinforcing bars；18, gag lever post；19, damping spring；20, damping slide bar；21, outer shaft；22,
Damping sleeve；23, attachment base；24, buffer spring；25, sleeve is buffered；26, buffer stopper.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Fig. 1-3, a kind of skyscraper shock insulation damping device, including ground beam 1, the top of ground beam 1 is please referred to be fixedly installed with
The shape of collar tie beam 12, collar tie beam 12 is circle, and the bottom of collar tie beam 12 and the top of ground beam 1 are formed by concreting, collar tie beam 12
The left and right sides of inner cavity is fixedly installed with connecting plate 2, and the side that two connecting plates 2 are located remotely from each other is fixedly installed with positioned at collar tie beam
Connecting plate muscle 3 inside 12, the other end of plate muscle are fixedly installed with the limit rib 11 inside collar tie beam 12, two 2 phases of connecting plate
Close side is fixedly installed with fixed plate muscle 10, and the shape size of the shape size and connecting plate 2 of fixed plate muscle 10 is mutually fitted
Match, fixed plate muscle 10 is welded to connect with connecting plate 2, and the quantity of fixed plate muscle 10 is six, and six fixed plate muscles 10 are equidistant
It is evenly distributed on the inner cavity of collar tie beam 12, upper and lower ends of two 10 phases of fixed plate muscle close to side are fixedly installed with outer turning handle 4,
The inside fixing sleeve of outer turning handle 4 is connected to outer shaft 21, and the outer surface movable sleeve of outer shaft 21 is connected to subtracting positioned at outer 4 back of turning handle
Slide bar 20 is shaken, damping slide bar 20 can move left and right inside damping sleeve 22, pass through inner rubber 8 and internal steel plate 9
Interaction, so that the skyscraper damping device can act as protection cushioning effect to the shear wave and longitudinal wave of seismic wave, from
It protect the skyscraper damping device can effectively to building, the outer surface movable sleeve of damping slide bar 20 is connected to positioned at two
Damping sleeve 22 between a fixed plate muscle 10, one end that damping slide bar 20 is located inside damping sleeve 22 are fixedly installed with sliding block
13, with the inner wall pivot bush unit of damping sleeve 22, the internal activity of damping sleeve 22 is socketed with to be subtracted the upper and lower ends of sliding block 13
Spring 19 is shaken, the left and right ends of damping spring 19 are fixedly connected with the inner wall of damping sleeve 22 and sliding block 13 respectively, damping sleeve
There are four 22 quantity and two are two groups up and down of a component, and every group of equal movable sleeve in the mutually close one end of damping sleeve 22 is connected to interior
Shaft 6, the equal fixing sleeve in outer surface of two interior shafts 6 are connected to interior turning handle 5, and the mutually close side of two interior turning handles 5 is fixed to be connected
It is connected to rubber protection steel plate 7, the front of rubber protection steel plate 7 offers threaded hole, and the size of threaded hole is big with fixed link 16
Small to be adapted, two mutually close sides of rubber protection steel plate 7 are fixedly installed with inner rubber 8, and two 8 phases of inner rubber are leaned on
Close side is fixedly installed with internal steel plate 9, between two rubber protection steel plates 7 successively by inner rubber 8 and internal steel plate 9
Bonding is filled, and inner rubber 8 has buffer function, and P wave can substantially be cut when passing through inner rubber 8 by inner rubber 8
Weak, so that inner rubber 8 plays the protective effect to main building, internal steel plate 9 can increase the strong of inner rubber 8
Degree avoids damaging due to inner rubber 8 is excessive because being pressurized, and the left and right ends of rubber protection board bottom surface are fixedly installed with attachment base
23, the bottom end of two attachment bases 23 is fixedly installed with gag lever post 18, and gag lever post 18 upper inside buffering sleeve 25 can only glide
Dynamic, when earthquake occurs, gag lever post 18 and buffering sleeve 25 are in stable state in the horizontal direction, so that internal steel plate 9 and inside
Rubber 8 can only move up and down under the action of seismic shock, to avoid inner rubber 8 and internal steel plate 9 that lateral inclination occurs
And damage, the left and right sides of gag lever post 18 is fixedly installed with reinforcing rib, and the other end of reinforcing rib and attachment base 23 are solid
Fixed connection, the equal movable sleeve in the outer surface of two gag lever posts 18 are connected to cushion collar cylinder 25, the fixed peace in the bottom end of two gag lever posts 18
Equipped with the buffer stopper 26 for being located at buffering 25 inner cavity top of sleeve, the outer surface of two bufferings buffers the inner cavity of sleeve 25 with two
Pivot bush unit, the bottom of two buffer stoppers 26 are fixedly installed with the buffer spring 24 being located inside buffering sleeve 25, and two slow
The bottom end for rushing spring 24 is fixedly installed with the buffer stopper 26 for being located at buffering 25 intracavity bottom of sleeve, the bottom of two buffer stoppers 26
It is fixedly installed with gag lever post 18, two gag lever posts 18 through the bottom for buffering 25 inner cavity of sleeve and extend to two cushion collars
The outside of 25 bottoms of cylinder, the bottom of two gag lever posts 18, which is fixedly installed with, is located at buffering 25 bottom of sleeve and rubber protection steel plate
Attachment base 23 between 7, two attachment bases 23 are fixedly connected with the left and right ends of rubber protection 7 top surface of steel plate, rubber protection
The bottom surface of steel plate 7 is in contact with the top surface of ground beam 1, and the top of rubber protection board is fixedly installed with positioned at 12 inner cavity top of collar tie beam
The shape of connecting column 15, the inner hollow of connecting column 15, connecting column 15 is inverted trapezoidal, and the left and right sides of the inner cavity of connecting column 15 is equal
Embedded ribs 14 are fixedly installed with, the mutually separate one end of two embedded ribs 14 is fixedly installed with the structure inside connecting column 15
Reinforcing bar 17.
Skyscraper damping dress can be completed first when construction in fixed plate muscle 10 and the welding of connecting plate 2 by working principle
The installation set directly can proceed with other steps of construction in the inside casting concrete of connecting column 15 later, build
If happening suddenly earthquake after building abbreviation, inner rubber 8 and internal steel plate 9 between two rubber protection steel plates 7 can be effective
Cushioning buffer effect is played to the longitudinal wave of seismic wave, damping slide bar 20 can move left and right inside damping sleeve 22, cooperation with
The cushioning buffer effect of damping spring 19, secondary wave can make rubber protection steel plate 7 and entire skyscraper in collar tie beam 12
Inside horizontally slip, so that floor be avoided to be damaged by earthquake, at the same gag lever post 18 can only 25 inside of buffering sleeve up and down
It is sliding, therefore gag lever post 18 and buffering sleeve 25 are in stable state in the horizontal direction, so that internal steel plate 9 and inner rubber 8 exist
It can only be moved up and down under the action of seismic shock, so that secondary wave be avoided to cause inner rubber 8 and internal steel plate 9 that transverse direction occurs
It tilts and damages.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (4)
1. a kind of skyscraper shock insulation damping device, including ground beam (1) etc., it is characterised in that: the top of the ground beam (1) is fixed
It is equipped with collar tie beam (12), the left and right sides of collar tie beam (12) inner cavity is fixedly installed with connecting plate (2), two connecting plates
(2) mutually close side is fixedly installed with fixed plate muscle (10), and two fixed plate muscles (10) are mutually above and below side
Both ends are fixedly installed with outer turning handle (4), and the inside fixing sleeve of the outer turning handle (4) is connected to outer shaft (21), the outer shaft
(21) outer surface movable sleeve is connected to the damping slide bar (20) positioned at outer turning handle (4) back, the appearance of the damping slide bar (20)
Face movable sleeve is connected to the damping sleeve (22) between two fixed plate muscles (10), and the damping slide bar (20) is located at shock-absorbing sleeve
The internal one end of cylinder (22) is fixedly installed with sliding block (13), and the upper and lower ends of the sliding block (13) are interior with damping sleeve (22)
The internal activity of wall pivot bush unit, the damping sleeve (22) is socketed with damping spring (19), a left side for the damping spring (19)
Right both ends are fixedly connected with the inner wall of damping sleeve (22) and sliding block (13) respectively, and there are four the quantity of the damping sleeve (22)
And two are two groups up and down of a component, the mutually close equal movable sleeve in one end of damping sleeve (22) described in every group is connected to interior shaft (6),
The equal fixing sleeve in outer surface of two interior shafts (6) is connected to interior turning handle (5), the mutually close side of two interior turning handles (5)
It is fixedly connected to rubber protection steel plate (7), two mutually close sides of rubber protection steel plate (7) are fixedly installed with interior
Portion's rubber (8), two mutually close sides of the inner rubber (8) are fixedly installed with internal steel plate (9), two rubber
By inner rubber (8) and internal steel plate (9), successively bonding is filled between protection steel plate (7), rubber protection board bottom surface
Left and right ends be fixedly installed with attachment base (23), the bottom end of two attachment bases (23) is fixedly installed with gag lever post
(18), the equal movable sleeve in outer surface of two gag lever posts (18) is connected to cushion collar cylinder (25), two gag lever posts (18)
Bottom end be fixedly installed be located at buffering sleeve (25) inner cavity top buffer stopper (26), the outer surface of two bufferings with
The inner cavity pivot bush unit of two bufferings sleeve (25), the bottom of two buffer stoppers (26) is fixedly installed with positioned at cushion collar
The internal buffer spring (24) of cylinder (25), the bottom end of two buffer springs (24), which is fixedly installed with, is located at buffering sleeve
(25) bottom of the buffer stopper (26) of intracavity bottom, two buffer stoppers (26) is fixedly installed with gag lever post (18), and two
The gag lever post (18) through the bottom for buffering sleeve (25) inner cavity and extends to two outsides for buffering sleeve (25) bottom,
The bottom of two gag lever posts (18), which is fixedly installed with, to be located between buffering sleeve (25) bottom and rubber protection steel plate (7)
Attachment base (23), two attachment bases (23) with rubber protection steel plate (7) top surface left and right ends be fixedly connected, it is described
The bottom surface of rubber protection steel plate (7) is in contact with the top surface of ground beam (1), and the top of the rubber protection board, which is fixedly installed with, to be located at
The shape of the connecting column (15) of collar tie beam (12) inner cavity top, the inner hollow of the connecting column (15), the connecting column (15) is
The left and right sides of inverted trapezoidal, the inner cavity of the connecting column (15) is fixedly installed with embedded ribs (14), two embedded ribs
(14) mutually separate one end is fixedly installed with the structure reinforcing bars (17) internal positioned at connecting column (15).
2. a kind of skyscraper shock insulation damping device according to claim 1, it is characterised in that: the fixed plate muscle (10)
Quantity be six, and six fixed plate muscles (10) are equidistantly evenly distributed on the inner cavity of collar tie beam (12).
3. a kind of skyscraper shock insulation damping device according to claim 1, it is characterised in that: the rubber protects steel plate
(7) front offers threaded hole, and the size of the threaded hole is adapted with the size of fixed link (16).
4. a kind of skyscraper shock insulation damping device according to claim 1, it is characterised in that: the gag lever post (18)
The left and right sides is fixedly installed with reinforcing rib, and the other end of reinforcing rib is fixedly connected with attachment base (23).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010807098.7A CN111877589A (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
| CN201811541991.9A CN109403497B (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811541991.9A CN109403497B (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010807098.7A Division CN111877589A (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109403497A true CN109403497A (en) | 2019-03-01 |
| CN109403497B CN109403497B (en) | 2020-09-15 |
Family
ID=65459546
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811541991.9A Active CN109403497B (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
| CN202010807098.7A Withdrawn CN111877589A (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010807098.7A Withdrawn CN111877589A (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption device for high-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN109403497B (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898564A (en) * | 2019-04-14 | 2019-06-18 | 山东天智信息科技有限公司 | A kind of building multiple dimension shock-proof device |
| CN110340907A (en) * | 2019-08-12 | 2019-10-18 | 乌鲁木齐明华智能电子科技有限公司 | A kind of hologram display service robot |
| CN110394683A (en) * | 2019-08-02 | 2019-11-01 | 无锡职业技术学院 | A kind of component of machine machine table convenient to use |
| CN111395072A (en) * | 2020-03-25 | 2020-07-10 | 江苏锡沂钢模有限公司 | High-speed railway sleeper of horizontal vertical vibration of water resistance |
| CN111395564A (en) * | 2020-03-25 | 2020-07-10 | 吉林建筑大学 | Building shock isolation device |
| CN112376976A (en) * | 2020-11-30 | 2021-02-19 | 薛人芳 | Shock insulation rubber column for high-rise building |
| CN112942072A (en) * | 2021-02-04 | 2021-06-11 | 四川省交通勘察设计研究院有限公司 | Beam falling prevention structure of assembled bridge |
| CN113463788A (en) * | 2021-07-22 | 2021-10-01 | 青岛腾远设计事务所有限公司 | Shock insulation and absorption device for high-rise building |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112878524A (en) * | 2021-01-20 | 2021-06-01 | 天津城建大学 | Full frequency vibration reduction system |
| CN113073808A (en) * | 2021-04-13 | 2021-07-06 | 盛年科技有限公司 | Shock insulation floor for precision instrument equipment room |
| CN113136905B (en) * | 2021-05-13 | 2022-11-11 | 甘肃建筑职业技术学院 | Ancient building foundation reinforcing structure |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1448597A (en) * | 2003-05-01 | 2003-10-15 | 东南大学 | Engineering structure multidimensional damping device |
| CN102434005A (en) * | 2011-12-12 | 2012-05-02 | 中冶建工集团有限公司 | Precast beam unit construction technology |
| CN106639024A (en) * | 2016-10-20 | 2017-05-10 | 兰州理工大学 | Construction method of limiting and self-resetting rubber-sliding seismic isolation bearing |
| CN107012894A (en) * | 2017-05-10 | 2017-08-04 | 广州大学 | A kind of composite shock-absorbing device and its construction method |
| CN206581130U (en) * | 2017-01-10 | 2017-10-24 | 王明月 | A kind of road and bridge shock mount |
| CN207213007U (en) * | 2017-10-03 | 2018-04-10 | 武汉东湖学院 | A kind of damping device of plant equipment |
| CN207538244U (en) * | 2017-12-06 | 2018-06-26 | 刘艳丽 | A kind of single-hole steel plate energy consuming shock absorber for building |
-
2018
- 2018-12-17 CN CN201811541991.9A patent/CN109403497B/en active Active
- 2018-12-17 CN CN202010807098.7A patent/CN111877589A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1448597A (en) * | 2003-05-01 | 2003-10-15 | 东南大学 | Engineering structure multidimensional damping device |
| CN102434005A (en) * | 2011-12-12 | 2012-05-02 | 中冶建工集团有限公司 | Precast beam unit construction technology |
| CN106639024A (en) * | 2016-10-20 | 2017-05-10 | 兰州理工大学 | Construction method of limiting and self-resetting rubber-sliding seismic isolation bearing |
| CN206581130U (en) * | 2017-01-10 | 2017-10-24 | 王明月 | A kind of road and bridge shock mount |
| CN107012894A (en) * | 2017-05-10 | 2017-08-04 | 广州大学 | A kind of composite shock-absorbing device and its construction method |
| CN207213007U (en) * | 2017-10-03 | 2018-04-10 | 武汉东湖学院 | A kind of damping device of plant equipment |
| CN207538244U (en) * | 2017-12-06 | 2018-06-26 | 刘艳丽 | A kind of single-hole steel plate energy consuming shock absorber for building |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898564A (en) * | 2019-04-14 | 2019-06-18 | 山东天智信息科技有限公司 | A kind of building multiple dimension shock-proof device |
| CN110394683A (en) * | 2019-08-02 | 2019-11-01 | 无锡职业技术学院 | A kind of component of machine machine table convenient to use |
| CN110340907A (en) * | 2019-08-12 | 2019-10-18 | 乌鲁木齐明华智能电子科技有限公司 | A kind of hologram display service robot |
| CN111395072A (en) * | 2020-03-25 | 2020-07-10 | 江苏锡沂钢模有限公司 | High-speed railway sleeper of horizontal vertical vibration of water resistance |
| CN111395564A (en) * | 2020-03-25 | 2020-07-10 | 吉林建筑大学 | Building shock isolation device |
| CN112376976A (en) * | 2020-11-30 | 2021-02-19 | 薛人芳 | Shock insulation rubber column for high-rise building |
| CN112942072A (en) * | 2021-02-04 | 2021-06-11 | 四川省交通勘察设计研究院有限公司 | Beam falling prevention structure of assembled bridge |
| CN113463788A (en) * | 2021-07-22 | 2021-10-01 | 青岛腾远设计事务所有限公司 | Shock insulation and absorption device for high-rise building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN111877589A (en) | 2020-11-03 |
| CN109403497B (en) | 2020-09-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109403497A (en) | A kind of skyscraper shock insulation damping device | |
| CN106224431B (en) | A kind of mining machinery damping base | |
| CN111155642B (en) | Anti-seismic frame structure of high-rise building | |
| CN107859197A (en) | A kind of building aseismicity, vibration absorber | |
| CN107724557B (en) | A kind of energy-dissipating and shock-absorbing wall and its construction method | |
| CN109403498A (en) | A kind of skyscraper earthquake isolation recovery device | |
| CN113982136A (en) | Steel construction building with shock attenuation antidetonation function | |
| CN211286109U (en) | Damping support for steel structure stand column | |
| CN215290295U (en) | Assembly type structure is reinforcement vibration damper for ground | |
| CN112282097B (en) | Assembled building anti-seismic structure with good stability | |
| CN213418131U (en) | Building earthquake-resistant structure | |
| CN212956923U (en) | Assembled steel construction building strutting arrangement | |
| CN212743002U (en) | Anti-seismic house structure | |
| CN110777999B (en) | Roof anti-seismic structure and installation process thereof | |
| CN109024958A (en) | A kind of Safety of Coal Mine Production earthquake isolating equipment | |
| CN111809763A (en) | A antidetonation support for building engineering | |
| JP3827115B2 (en) | Seismic isolation structure | |
| CN103321315A (en) | Three-dimensional shock insulation pillar | |
| CN110259205A (en) | A kind of comprehensive antidetonation toughness mill construction system using every cushion technique | |
| CN211499276U (en) | A earthquake-resistant structure for architectural design | |
| CN211923014U (en) | Assembled wall body shock insulation structure | |
| CN209670180U (en) | A kind of shock resistance Fast Installation compoboard | |
| CN220538938U (en) | Building structure damping device | |
| CN107577866B (en) | Design method of combined shock isolation device under action of near-fault earthquake | |
| CN214941043U (en) | Wood-like building and steel-wood connecting structure thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220124 Address after: 831400 west side of Yongfeng Road, gumudi West Road sub district office, Midong District, Urumqi City, Xinjiang Uygur Autonomous Region Patentee after: Xinjiang Pantai shockproof Technology Co.,Ltd. Address before: 311400 Lushan Street industrial functional zone, Fuyang District, Hangzhou City, Zhejiang Province Patentee before: HANGZHOU MANJING TECHNOLOGY Co.,Ltd. |
|
| TR01 | Transfer of patent right |