CN109403498A - A kind of high-rise building seismic isolation and shock absorption recovery device - Google Patents
A kind of high-rise building seismic isolation and shock absorption recovery device Download PDFInfo
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- CN109403498A CN109403498A CN201811541992.3A CN201811541992A CN109403498A CN 109403498 A CN109403498 A CN 109403498A CN 201811541992 A CN201811541992 A CN 201811541992A CN 109403498 A CN109403498 A CN 109403498A
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- sleeve
- fixedly installed
- damping
- steel plate
- shock absorption
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Classifications
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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
- 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
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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
- 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
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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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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
本发明涉及防震设备技术领域，且公开了一种高层建筑隔震减震恢复装置，包括地梁，所述地梁的顶部固定安装有圈梁，所述圈梁内腔的左右两侧均固定安装有连接板，两个所述连接板相靠近的一侧均固定安装有固定板筋，两个所述固定板筋相靠近一侧的上下两端均固定安装有外转柄。该高层建筑隔震减震恢复装置，通过减震滑杆、减震弹簧、减震套筒之间的相互配合，减震弹簧具有缓冲作用，减震滑杆可在减震套筒内部左右移动，在通过内部橡胶以及内部钢板的相互作用，使得该高层建筑减震装置对地震波的横波和纵波都可以起到防护减震作用，从使该高层建筑减震装置可有效的对建筑进行保护，进而提高了该高层建筑减震装置的实用性。
The invention relates to the technical field of anti-vibration equipment, and discloses a high-rise building seismic isolation and shock absorption recovery device, comprising a ground beam, a ring beam is fixedly installed on the top of the ground beam, and the left and right sides of the inner cavity of the ring beam are fixed A connecting plate is installed, a fixed plate rib is fixedly installed on the adjacent side of the two connecting plates, and an outer rotating handle is fixedly installed on the upper and lower ends of the adjacent side of the two fixed plate ribs. The high-rise building vibration isolation and shock absorption recovery device, through the mutual cooperation between the shock absorption sliding rod, the shock absorption spring and the shock absorption sleeve, the shock absorption spring has a buffering effect, and the shock absorption sliding rod can move left and right inside the shock absorption sleeve , Through the interaction of the internal rubber and the internal steel plate, the high-rise building shock-absorbing device can play a protective and shock-absorbing role for both transverse and longitudinal waves of seismic waves, so that the high-rise building shock-absorbing device can effectively protect the building, Thus, the practicability of the high-rise building damping device is improved.
Description
Technical field
The present invention relates to shock-absorption technical field, specially a kind of skyscraper earthquake isolation recovery 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 earthquake isolation recovery device, having can be simultaneously to secondary wave and earthquake
Longitudinal wave carry out buffering to be not damaged after avoiding building impaired and shake can continue to use and work progress in mounting means letter
Single advantage, solves existing cushioning support-saddle and is mainly successively stacked and be made by steel plate and rubber layer, the shock wave of earthquake is divided into
Shear wave and longitudinal wave, when P wave cooperatively forms surface wave diffusion with shear wave, existing shock mount structure is excessively single
And can not for seismic wave waveform and carrying out shockproof effort causes damping effect undesirable, cannot be to greatest extent to building
Protected, when house is by seismic shock, shock mount also can directly by the vibration of earthquake slide laterally inclination to
Cushioning effect is lost, and the building for having received vibration can not be continued to use because of the lateral inclination of shock mount, while existing
Shock mount during construction mounting means it is extremely complex, increase the labor intensity of construction personnel, thereby reduce
The problem of existing 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 earthquake isolation recovery device, passes through the phase interworking between damping slide bar, damping spring, damping sleeve
It closes, damping spring has buffer function, and damping slide bar can move left and right in damping sleeve inner, is passing through inner rubber and interior
The interaction of portion's steel plate, so that the skyscraper damping device can act as protection damping to the shear wave and longitudinal wave of seismic wave
Effect from protecting the skyscraper damping device can effectively to building, and then improves skyscraper damping dress
The practicability set.
2, the skyscraper earthquake isolation recovery device passes through the phase interworking between gag lever post, buffer spring, buffering sleeve
It closes, gag lever post can only be slided up and down in buffering sleeve inner, and buffer spring has certain damping with elasticity in the vertical direction
Effect, 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
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 earthquake isolation recovery device, passes through the mutual cooperation between connecting column and embedded ribs, Yi Jigu
Mutual cooperation between fixed board muscle and connecting plate, after fixed plate muscle and connecting plate are welded and fixed, worker can be directly in connecting column
Internal casting concrete, embedded ribs can increase the bonding strength of young concrete and connecting column, skyscraper damping dress
The installation process set is extremely convenient simple, reduces the construction intensity of worker, and then improve the skyscraper damping device
Practicability.
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.
Please refer to Fig. 1-3, a kind of skyscraper earthquake isolation recovery device, including ground beam 1, the fixed peace in the top of ground beam 1
Equipped with collar tie beam 12, the shape of 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, circle
The left and right sides of 12 inner cavity of beam is fixedly installed with connecting plate 2, and the side that two connecting plates 2 are located remotely from each other, which is fixedly installed with, to be located at
Connecting plate muscle 3 inside collar tie beam 12, the other end of plate muscle are fixedly installed with the limit rib 11 inside collar tie beam 12, two connecting plates
2 mutually close sides are fixedly installed with fixed plate muscle 10, the shape size phase of the shape size and connecting plate 2 of fixed plate muscle 10
Adaptation, fixed plate muscle 10 are welded to connect with connecting plate 2, and the quantity of fixed plate muscle 10 is six, and between six fixed plate muscles 10 etc.
Away from the inner cavity for being evenly distributed on 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 positioned at outer 4 back of turning handle
Damping slide bar 20, 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 protect the skyscraper damping device can effectively to building, the outer surface movable sleeve of damping slide bar 20, which is connected to, to be located at
Damping sleeve 22 between two fixed plate muscles 10, one end that damping slide bar 20 is located inside damping sleeve 22 is fixedly installed with cunning
Block 13, with the inner wall pivot bush unit of damping sleeve 22, the internal activity of damping sleeve 22 is socketed with the upper and lower ends of sliding block 13
Damping spring 19, 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, shock-absorbing sleeve
There are four the quantity of cylinder 22 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
It is connected with rubber protection steel plate 7, the front of rubber protection steel plate 7 offers threaded hole, size and the fixed link 16 of threaded hole
Size is adapted, and two mutually close sides of rubber protection steel plate 7 are fixedly installed with inner rubber 8, two 8 phases of inner rubber
Close side is fixedly installed with internal steel plate 9, between two rubber protection steel plates 7 by inner rubber 8 and internal steel plate 9 according to
Secondary bonding is filled, and inner rubber 8 has buffer function, and P wave can be by inner rubber 8 substantially when passing through inner rubber 8
Weaken, 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 earthquake isolation recovery device, including ground beam (1) etc., it is characterised in that: the top of the ground beam (1)
It is fixedly installed 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 companies
The mutually close side of fishplate bar (2) is fixedly installed with fixed plate muscle (10), and two fixed plate muscles (10) are mutually close to side
Upper and lower 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), described outer
The outer surface movable sleeve of shaft (21) is connected to the damping slide bar (20) positioned at outer turning handle (4) back, the damping slide bar (20)
Outer surface movable sleeve is connected to the damping sleeve (22) between two fixed plate muscles (10), and the damping slide bar (20), which is located at, to be subtracted
The internal one end of shake sleeve (22) is fixedly installed with sliding block (13), the upper and lower ends of the sliding block (13) with damping sleeve (22)
Inner wall pivot bush unit, the internal activity of the damping sleeve (22) is socketed with damping spring (19), the damping spring (19)
Left and right ends be fixedly connected respectively with the inner wall of damping sleeve (22) and sliding block (13), the quantity of the damping sleeve (22) has
Four and two are two groups up and down of a component, and 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), and two interior turning handles (5) are mutually close
Side is fixedly connected to rubber protection steel plate (7), and two mutually close sides of rubber protection steel plate (7) are fixedly mounted
Have inner rubber (8), two mutually close sides of the inner rubber (8) are fixedly installed with internal steel plate (9), described in two
By inner rubber (8) and internal steel plate (9), successively bonding is filled between rubber protection steel plate (7), the rubber protection board
The left and right ends of bottom surface are fixedly installed with attachment base (23), and the bottom end of two attachment bases (23) is fixedly installed with limit
The equal movable sleeve in outer surface of bar (18), two gag lever posts (18) is connected to cushion collar cylinder (25), two gag lever posts (18)
Bottom end be fixedly installed with the buffer stopper (26) for being located at buffering sleeve (25) inner cavity top, the outer surface of two bufferings is equal
The inner cavity pivot bush unit of sleeve (25) is buffered with two, the bottom of two buffer stoppers (26), which is fixedly installed with, is located at buffering
The internal buffer spring (24) of sleeve (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 connecting column (15) of collar tie beam (12) inner cavity top.
2. a kind of skyscraper earthquake isolation recovery device according to claim 1, it is characterised in that: the collar tie beam (12)
Shape be circle, and the bottom of collar tie beam (12) and the top of ground beam (1) are formed by concreting.
3. a kind of skyscraper earthquake isolation recovery device according to claim 1, it is characterised in that: two connections
The side that plate (2) is located remotely from each other is fixedly installed with the connecting plate muscle (3) internal positioned at collar tie beam (12), and the other end of the plate muscle is fixed
It is equipped with and is located at collar tie beam (12) internal limit rib (11).
4. a kind of skyscraper earthquake isolation recovery device according to claim 1, it is characterised in that: the fixed plate muscle
(10) shape size is adapted with the shape size of connecting plate (2), and the fixed plate muscle (10) and connecting plate (2) welding connect
It connects.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010807093.4A CN111877588A (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption recovery device for high-rise building |
| CN201811541992.3A CN109403498B (en) | 2018-12-17 | 2018-12-17 | A kind of high-rise building seismic isolation and shock absorption recovery device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811541992.3A CN109403498B (en) | 2018-12-17 | 2018-12-17 | A kind of high-rise building seismic isolation and shock absorption recovery device |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010807093.4A Division CN111877588A (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption recovery device for high-rise building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109403498A true CN109403498A (en) | 2019-03-01 |
| CN109403498B CN109403498B (en) | 2020-09-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811541992.3A Active CN109403498B (en) | 2018-12-17 | 2018-12-17 | A kind of high-rise building seismic isolation and shock absorption recovery device |
| CN202010807093.4A Withdrawn CN111877588A (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption recovery device for high-rise building |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010807093.4A Withdrawn CN111877588A (en) | 2018-12-17 | 2018-12-17 | Shock insulation and absorption recovery device for high-rise building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644639A (en) * | 2019-09-29 | 2020-01-03 | 胡鸿韬 | Vibration absorption device applied to building structure and use method thereof |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114737712A (en) * | 2022-05-05 | 2022-07-12 | 广州大学 | A sliding bearing-vibration damping/vibration dual-function combined column |
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| 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 component construction process |
| 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 |
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2018
- 2018-12-17 CN CN201811541992.3A patent/CN109403498B/en active Active
- 2018-12-17 CN CN202010807093.4A patent/CN111877588A/en not_active Withdrawn
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| 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 component construction process |
| 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 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110644639A (en) * | 2019-09-29 | 2020-01-03 | 胡鸿韬 | Vibration absorption device applied to building structure and use method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN111877588A (en) | 2020-11-03 |
| CN109403498B (en) | 2020-09-15 |
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Effective date of registration: 20220127 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. |