CN109537969A - A kind of novel well shape damping unit for building - Google Patents
A kind of novel well shape damping unit for building Download PDFInfo
- Publication number
- CN109537969A CN109537969A CN201811466811.5A CN201811466811A CN109537969A CN 109537969 A CN109537969 A CN 109537969A CN 201811466811 A CN201811466811 A CN 201811466811A CN 109537969 A CN109537969 A CN 109537969A
- Authority
- CN
- China
- Prior art keywords
- damping
- building
- building girder
- damper
- girder
- 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
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
The invention discloses a kind of novel well shape damping units for building, including building girder and damping piece, first building girder, the second building girder, third building girder and the 4th building girder structure are set as well word structure, first building girder, the second building girder, third building girder and the 4th building girder inside be equipped with the first damping piece, first damping piece is internally provided with the second damping piece, lower positioning disk is set inside the second damping piece, the upper surface of lower positioning disk is connected with positioning disk using connecting column, is also equipped with damping piece between the upper positioning disk and building girder.The present invention can carry out energy-dissipating and shock-absorbing to the first building girder, the second building girder, third building girder and the 4th building girder, and production is simple, it is easy for construction, be conducive in earthquake territory wide popularization and application, the present invention passes through the second damping piece of setting, it can be realized secondary energy consumption damping, make the better effect of damping.
Description
Technical field
The present invention relates to building construction vibration control technology field, specifically a kind of novel well shape damping unit for building.
Background technique
Existing well shape damping unit for building is difficult to divide layer by layer by will act at the power on building currently on the market
The mode of solution achievees the effect that energy-dissipating and shock-absorbing, and the damping unit production for building of existing well shape is complicated in the market, constructs numerous
It is trivial.Therefore, those skilled in the art provide a kind of novel well shape damping unit for building, to solve to mention in above-mentioned background technique
Out the problem of.
Summary of the invention
The purpose of the present invention is to provide a kind of novel well shape damping units for building, to solve to mention in above-mentioned background technique
Out the problem of.
To achieve the above object, the invention provides the following technical scheme:
A kind of novel well shape damping unit for building, including the first building girder, the second building girder, third building girder, the 4th
Building girder, the first damping piece, the second damping piece, third damper assembly and the 4th damper assembly, which is characterized in that described first builds
The one end for building beam, which is built, the second building girder, and one end of second building girder, which is built, third building girder, the third building girder
One end, which is built, the 4th building girder, and one end of the 4th building girder is built in the first building girder, and first building girder, second are built
It builds beam, third building girder, the 4th building girder structure and is set as intersecting parallels structure, first building girder, the second building girder, third building
Beam and the 4th building girder are internally provided with the first damping piece, and first damping piece is internally provided with the second damping piece,
It is characterized in that, positioning disk under being internally provided with of second damping piece, the upper surface of the lower positioning disk is connected using connecting column
It connects and is provided with positioning disk, the axis of the connecting column is extended for vertical, and the circumference of the upper positioning disk uses two
Third damper assembly is connected in first building girder and third building girder, and the central axis of two third damper assemblies
Line point-blank, the circumference of the positioning disk using two the 4th damper assemblies be connected to second building girder and
In 4th building girder, and the central axis of two the 4th damper assemblies is point-blank, the third damper assembly and two
The 4th perpendicular arrangement of damper assembly.
As a further solution of the present invention: the upper positioning disk, lower positioning disk and connecting column are cylindrical structure, and institute
The cross-sectional area for stating positioning disk is greater than the cross-sectional area of the lower positioning disk, and the cross-sectional area of the lower positioning disk is greater than described
The cross-sectional area of connecting column.
As a further solution of the present invention: first building girder, the second building girder, third building girder and the 4th building
The structure of beam is identical.
As a further solution of the present invention: first damping piece includes the first supporting element, first baffle, second gear
The inside of plate, the first viscoelastic damper, the second viscoelastic damper and third viscoelastic damper, first damping piece is set
It sets there are four the first supporting element, one end of first supporting element is fixedly installed with first baffle and second baffle, and described first
The side of baffle is fixedly installed with the second viscoelastic damper, and the side of the second baffle is fixedly installed with the resistance of the first viscoplasticity
Buddhist nun's device, the side of first supporting element are fixedly installed with third viscoelastic damper, the first viscoelastic damper arrangement
It is connected between two adjacent second baffles, the second viscoelastic damper arrangement is connected to two adjacent first baffles
Between, it is mutually perpendicular between first viscoelastic damper and the second viscoelastic damper.
As a further solution of the present invention: the quantity of first supporting element is four, and the first supporting element is in rectangle
Arrangement, the third viscoelastic damper along the rectangle diagonal extension.
As a further solution of the present invention: the first baffle and second baffle at right angles arrange, and first baffle and
Second baffle is symmetrical arranged about the first supporting element.
As a further solution of the present invention: second damping piece includes the second supporting element, third baffle, fourth gear
Plate, the 4th viscoelastic damper and the 5th viscoelastic damper, wherein second damping piece is internally provided with four second
Supporting element, one end of second supporting element are fixedly installed with third baffle and fourth gear plate, and the side of the third baffle is solid
Dingan County is equipped with the 5th viscoelastic damper, and the side of the fourth gear plate is fixedly installed with the 4th viscoelastic damper, and described the
It is arranged vertically between four viscoelastic dampers and the 5th viscoelastic damper, the inner end of second supporting element uses connecting rod
It is connected on the lower positioning disk.
As a further solution of the present invention: the third baffle and fourth gear plate at right angles arrange, and third baffle and
Fourth gear plate is symmetrical arranged about the second supporting element.
As a further solution of the present invention: the third damper assembly and the 4th damper assembly are all made of viscoelastic damping
Device, and the third damper assembly, the 4th damper assembly, the first viscoelastic damper, the second viscoelastic damper, third viscoelastic
Property damper, the 4th viscoelastic damper and the 5th viscoelastic damper structure it is identical, include damping device, elastic guide holder,
Elasticity bolt, damping material rubber mat layer, damping connecting rod one, damping connecting rod two and locking holder assembly, wherein the damping device
For the through-hole structure of perforation, and the both ends in through-hole are slidably provided with the elastic guide holder, the elastic guide holder at both ends
It is filled with the damping material rubber mat layer in space between damping device, is used between the elastic guide holder at both ends described elastic
Be bolted, using the elasticity bolt adjust the damping material rubber mat layer and damping connecting rod one, damping connecting rod two it
Between damped coefficient, it is described damping connecting rod one, damp connecting rod two inner end be provided with locking slot, the elastic guide holder
Inside be provided with the locking holder assembly, the locking holder assembly can extend into the locking slot so as to damping company
Extension bar one, damping connecting rod two are limited, to prevent the damping connecting rod one, damping connecting rod two from stretching out the damping
Seat.
As a further solution of the present invention: the locking holder assembly includes locking pin and spring, the elastic guide holder
Inside be provided with spring groove, locking pin is equipped with by spring in the spring groove, the locking pin connects towards the damping
Extension bar one, the direction setting for damping connecting rod two, when the locking slot moves to the position of the locking pin, the locking pin
The locking slot is protruded into limit to the damping connecting rod one and damping connecting rod two.
Compared with prior art, the beneficial effects of the present invention are:
1, upper positioning disk of the invention, connecting column and lower positioning disk form space structure, and in upper positioning disk and lower positioning
Damping unit is set between disk and the building girder of intersecting parallels, the building girder of intersecting parallels is hindered in this way, can be very good to realize
Situations such as Buddhist nun's damping improves the damping effect of building, and wind-force, earthquake, shaking force are resisted in enhancing；
2, the present invention passes through the first supporting element, first baffle, second baffle, the first viscoelastic damper, the second viscoplasticity
The combined use of damper and third viscoelastic damper, can be to the first building girder, the second building girder, third building girder and
Four building girders carry out energy-dissipating and shock-absorbing, and make simply, easy for construction, are conducive in earthquake territory wide popularization and application.
3, pass through the second supporting element, third baffle, fourth gear plate, the 4th viscoelastic damper and the 5th viscoelastic damper
Combined use, can be realized secondary energy consumption damping, make the better effect of damping.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of novel well shape damping unit for building；
Fig. 2 is a kind of structural schematic diagram of the first damping piece in novel well shape damping unit for building；
Fig. 3 is a kind of structural schematic diagram of the second damping piece in novel well shape damping unit for building；
Fig. 4 is a kind of partial enlargement structural representation of novel well shape damping unit for building；
Fig. 5 is a kind of structural schematic diagram of damping piece in novel well shape damping unit for building；
Fig. 6 is the structural schematic diagram that holder assembly is locked in a kind of novel well shape damping unit for building.
Specific embodiment
Please refer to Fig. 1~6, in the embodiment of the present invention, a kind of novel well shape damping unit for building, including the first building girder
1, the second building girder 2, third building girder 3, the 4th building girder 4, the first damping piece 5, the second damping piece 6,8 and of third damper assembly
4th damper assembly 9, which is characterized in that one end of first building girder 1, which is built, the second building girder 2, second building girder 2
One end build and have a third building girder 3, one end of the third building girder 3, which is built, the 4th building girder 4, the 4th building girder 4
One end is built in the first building girder 1, and first building girder 1, the second building girder 2, third building girder 3,4 structure of the 4th building girder are set
For intersecting parallels structure, the inside setting of first building girder 1, the second building girder 2, third building girder 3 and the 4th building girder 4
There is the first damping piece 5, first damping piece 5 is internally provided with the second damping piece 6, which is characterized in that second damping
The upper surface of positioning disk 11 under being internally provided with of part 6, the lower positioning disk 11 is connected with positioning using connecting column 10
The axis of disk 7, the connecting column is extended for vertical, and the circumference of the upper positioning disk 7 uses two third damper assemblies 8
It is connected in first building girder 1 and third building girder 3, and the central axis of two third damper assemblies 8 is at one
On straight line, the circumference of the positioning disk 7 is connected to second building girder 2 and the 4th using two the 4th damper assemblies 9
In building girder 4, and the central axis of two the 4th damper assemblies 9 is point-blank, the third damper assembly 8 and two
The perpendicular arrangement of four damper assembly 9, the present invention can be good to the first building girder 1, the second building girder 2,3 and of third building girder
4th building girder 4 carries out energy-dissipating and shock-absorbing, and makes simply, easy for construction, is conducive in earthquake territory wide popularization and application.
In the present embodiment, the upper positioning disk 7, lower positioning disk 11 and connecting column are cylindrical structure, and described fixed
The cross-sectional area of position disk 7 is greater than the cross-sectional area of the lower positioning disk 11, and the cross-sectional area of the lower positioning disk 11 is greater than described
The cross-sectional area of connecting column.
As preferred embodiment, first building girder 1, the second building girder 2, third building girder 3 and the 4th building girder 4
Structure it is identical.First damping piece 5 includes the first supporting element 51, first baffle 52, second baffle 53, the resistance of the first viscoplasticity
Buddhist nun's device 54, the second viscoelastic damper 55 and third viscoelastic damper 56, first damping piece 5 are internally provided with four
First supporting element 51, one end of first supporting element 51 are fixedly installed with first baffle 52 and second baffle 53, and described first
The side of baffle 52 is fixedly installed with the second viscoelastic damper 55, and it is viscous that the side of the second baffle 53 is fixedly installed with first
Elastic damper 54, the side of first supporting element 51 are fixedly installed with third viscoelastic damper 56, first viscoelastic
Property the arrangement of damper 54 be connected between two adjacent second baffles 53, second viscoelastic damper 55 arrangement is connected to
Between two adjacent first baffles 52, mutually hang down between first viscoelastic damper 54 and the second viscoelastic damper 55
Directly.
The quantity of first supporting element 51 is four, and the first supporting element 51 is in rectangular arranged, the third viscoplasticity
Damper 56 along the rectangle diagonal extension.The first baffle 52 and second baffle 53 at right angles arrange, and first gear
Plate 52 and second baffle 53 are symmetrical arranged about the first supporting element 51.
As more preferably embodiment, second damping piece 6 includes the second supporting element 61, third baffle 62, fourth gear plate
63, the 4th viscoelastic damper 64 and the 5th viscoelastic damper 65, wherein second damping piece 6 is internally provided with four
A second supporting element 61, one end of second supporting element 61 are fixedly installed with third baffle 62 and fourth gear plate 63, and described
The side of three baffles 62 is fixedly installed with the 5th viscoelastic damper 65, and the side of the fourth gear plate 63 is fixedly installed with the 4th
Viscoelastic damper 64 is arranged vertically between the 4th viscoelastic damper 64 and the 5th viscoelastic damper 65, and described
The inner end of two supporting elements 61 is connected on the lower positioning disk 11 using connecting rod, and the present invention passes through the second supporting element 61, the
The combined use of three baffles 62, fourth gear plate 63, the 4th viscoelastic damper 64 and the 5th viscoelastic damper 65, can be realized
Secondary energy consumption damping makes the better effect of damping.
The third baffle 62 and fourth gear plate 63 at right angles arrange, and third baffle 62 and fourth gear plate 63 are about second
Supporting element 61 is symmetrical arranged.
Such as Fig. 5, the third damper assembly 8 and the 4th damper assembly 9 are all made of viscoelastic damper, and the third hinders
Buddhist nun's component 8, the 4th damper assembly 9, the first viscoelastic damper, the second viscoelastic damper, third viscoelastic damper, the 4th
Viscoelastic damper and the 5th viscoelastic damper structure are identical, include damping device 14, elastic guide holder 17, elasticity bolt
16, damping material rubber mat layer 15, damping connecting rod 1, damping connecting rod 2 13 and locking holder assembly 18, wherein the damping
Seat 14 be the through-hole structure penetrated through, and the both ends in through-hole are slidably provided with the elastic guide holder 17, both ends it is elastic
Be filled with the damping material rubber mat layer 15 in space between guide holder 17 and damping device 14, the elastic guide holder 17 at both ends it
Between connected using the elasticity bolt 16, adjust the damping material rubber mat layer 15 using the elasticity bolt 16 and connected with damping
Damped coefficient between bar 1, damping connecting rod 2 13, the damping connecting rod 1, the inner end for damping connecting rod 2 13 are equal
It is provided with locking slot, the inside of the elastic guide holder 17 is provided with the locking holder assembly 18,18 energy of locking holder assembly
It enough protrudes into be limited to the damping connecting rod 1, damping connecting rod 2 13 in the locking slot, it is described to prevent
Damp connecting rod 1, damping connecting rod 2 13 stretches out the damping device 14.
Wherein, the locking holder assembly 18 includes locking pin and spring, and the inside of the elastic guide holder 17 is provided with bullet
Spring slot, the spring groove is interior to be equipped with locking pin by spring, and the locking pin connects towards the damping connecting rod 1, damping
The direction of extension bar 2 13 is arranged, and when the locking slot moves to the position of the locking pin, the locking pin protrudes into the lock
Tight slot is to the damping connecting rod one and to damp connecting rod two and limit.
The working principle of the invention is: when the first building girder 1 or the second building girder 2 or third building girder 3 or the 4th are built
When beam 4 is by strong vibration, due to the first supporting element 51 and the first building girder 1, the second building girder 2, third building girder 3 and
4th building girder 4 is fixedly connected, therefore vibrates the inside that generated power is passed to the first supporting element 51, and first at this time
The power that support member 51 will make to act on inside it resolves into three parts, and a part acts on the second viscoplasticity by first baffle 52
On damper 55, another part is acted on the first viscoelastic damper 54 by second baffle 53, and last part passes through the
The front end of one supporting element 51 acts on third viscoelastic damper 56, and the power inside third viscoelastic damper 56 will later
It can act on the second supporting element 61, power is resolved into two parts by the second supporting element 61, and a part is acted on by third baffle 62
On the 5th viscoelastic damper 65, another part is acted on the 4th viscoelastic damper 64 by fourth gear plate 63, meanwhile,
Damping force enables to transmit between the upper positioning disk and lower positioning disk, and lower positioning disk damps positioning disk to third
Component 8 and the 4th damper assembly 9 apply damping force, and then carry out damping by third damper assembly 8 and the 4th damper assembly 9,
Since upper positioning disk and lower positioning disk are set as stereochemical structure by connecting column structure, in this way, hold each damper assembly can also
By the shearing force and torsion of all directions, the damping effect of all directions is improved.
The present invention is by will act in the first building girder 1, the second building girder 2, third building girder 3 and the 4th building girder 4
Power decompose layer by layer, to achieve the effect that energy-dissipating and shock-absorbing, and present invention production is simple, easy for construction, is conducive in earthquake
Area's wide popularization and application.
It is above-described, it is merely preferred embodiments of the present invention, but protection scope of the present invention is not limited to
This, anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention
And its inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (10)
1. a kind of novel well shape damping unit for building, including the first building girder (1), the second building girder (2), third building girder
(3), the 4th building girder (4), the first damping piece (5), the second damping piece (6), third damper assembly (8) and the 4th damper assembly
(9), which is characterized in that one end of first building girder (1), which is built, to be had the second building girder (2), and the one of second building girder (2)
End, which is built, to be had third building girder (3), and one end of the third building girder (3), which is built, the 4th building girder (4), the 4th building girder
(4) one end is built on the first building girder (1), first building girder (1), the second building girder (2), third building girder (3), the
Four building girders (4) structure is set as intersecting parallels structure, first building girder (1), the second building girder (2), third building girder (3) and
Four building girders (4) are internally provided with the first damping piece (5), and first damping piece (5) is internally provided with the second damping piece
(6), which is characterized in that positioning disk (11) under being internally provided with of second damping piece (6), the lower positioning disk (11) it is upper
End face is connected with positioning disk (7) using connecting column (10), and the axis of the connecting column is extended for vertical, described
The circumference of upper positioning disk (7) is connected to first building girder (1) and third building using two third damper assemblies (8)
On beam (3), and the central axis of two third damper assemblies (8) is point-blank, and the circumference of the positioning disk (7) uses two
A 4th damper assembly (9) is connected in second building girder (2) and the 4th building girder (4), and two the 4th dampings
Point-blank, the third damper assembly (8) and two the 4th damper assemblies (9) are perpendicular for the central axis of component (9)
Arrangement.
2. a kind of novel well shape damping unit for building according to claim 1, which is characterized in that the upper positioning disk
(7), lower positioning disk (11) and connecting column are cylindrical structure, and the cross-sectional area of the upper positioning disk (7) is greater than described lower fixed
The cross-sectional area of position disk (11), the cross-sectional area of the lower positioning disk (11) are greater than the cross-sectional area of the connecting column.
3. a kind of novel well shape damping unit for building according to claim 1, which is characterized in that first building girder
(1), the second building girder (2), third building girder (3) are identical with the structure of the 4th building girder (4).
4. a kind of novel well shape damping unit for building according to claim 1, which is characterized in that first damping piece
It (5) include the first supporting element (51), first baffle (52), second baffle (53), the first viscoelastic damper (54), the second viscoelastic
Property damper (55) and third viscoelastic damper (56), first damping piece (5) are internally provided with four first supports
Part (51), one end of first supporting element (51) are fixedly installed with first baffle (52) and second baffle (53), and described first
The side of baffle (52) is fixedly installed with the second viscoelastic damper (55), and the side of the second baffle (53) is fixedly installed with
The side of first viscoelastic damper (54), first supporting element (51) is fixedly installed with third viscoelastic damper (56),
First viscoelastic damper (54) arrangement is connected between two adjacent second baffles (53), the second viscoplasticity resistance
Buddhist nun's device (55) arrangement is connected between two adjacent first baffles (52), and first viscoelastic damper (54) is viscous with second
Elastic damper is mutually perpendicular between (55).
5. a kind of novel well shape damping unit for building according to claim 4, which is characterized in that first supporting element
(51) quantity is four, and the first supporting element (51) is in rectangular arranged, and the third viscoelastic damper (56) is along described
The diagonal extension of rectangle.
6. a kind of novel well shape damping unit for building according to claim 4, which is characterized in that the first baffle
(52) it is at right angles arranged with second baffle (53), and first baffle (52) and second baffle (53) are right about the first supporting element (51)
Claim setting.
7. a kind of novel well shape damping unit for building according to claim 1, which is characterized in that second damping piece
It (6) include that the second supporting element (61), third baffle (62), fourth gear plate (63), the 4th viscoelastic damper (64) and the 5th are viscous
Elastic damper (65), wherein second damping piece (6) is internally provided with four the second supporting elements (61), and described second
One end of supporting element (61) is fixedly installed with third baffle (62) and fourth gear plate (63), and the side of the third baffle (62) is solid
Dingan County is equipped with the 5th viscoelastic damper (65), and the side of the fourth gear plate (63) is fixedly installed with the 4th viscoelastic damper
(64), it is arranged vertically between the 4th viscoelastic damper (64) and the 5th viscoelastic damper (65), second support
The inner end of part (61) is connected on the lower positioning disk (11) using connecting rod.
8. a kind of novel well shape damping unit for building according to claim 7, which is characterized in that the third baffle
(62) it is at right angles arranged with fourth gear plate (63), and third baffle (62) and fourth gear plate (63) are right about the second supporting element (61)
Claim setting.
9. a kind of novel well shape damping unit for building according to claim 7, which is characterized in that the third damping group
Part (8) and the 4th damper assembly (9) are all made of viscoelastic damper, and the third damper assembly (8), the 4th damper assembly
(9), the first viscoelastic damper, the second viscoelastic damper, third viscoelastic damper, the 4th viscoelastic damper and the 5th
Viscoelastic damper structure is identical, includes damping device (14), elastic guide holder (17), elasticity bolt (16), damping material glue
Bed course (15), damping connecting rod one (12), damping connecting rod two (13) and locking holder assembly (18), wherein the damping device
It (14) is the through-hole structure of perforation, and the both ends in through-hole are slidably provided with the elastic guide holder (17), the pine at both ends
It is filled with the damping material rubber mat layer (15) in space between tight guide holder (17) and damping device (14), the elastic of both ends is led
It uses the elasticity bolt (16) to connect between seat (17), adjusts the damping material rubber mat using the elasticity bolt (16)
Damped coefficient between layer (15) and damping connecting rod one (12), damping connecting rod two (13), the damping connecting rod one (12),
The inner end of damping connecting rod two (13) is provided with locking slot, is provided with the locking bed on the inside of the elastic guide holder (17)
Component (18), the locking holder assembly (18) can extend into the locking slot so as to the damping connecting rod one (12), resistance
Buddhist nun's connecting rod two (13) limits, to prevent the damping connecting rod one (12), damping connecting rod two (13) from stretching out the resistance
Buddhist nun's seat (14).
10. a kind of novel well shape damping unit for building according to claim 9, which is characterized in that the locking bed group
Part (18) includes locking pin and spring, is provided with spring groove on the inside of the elastic guide holder (17), passes through in the spring groove
Spring is equipped with locking pin, and the direction of the locking pin towards damping connecting rod one (12), damping connecting rod two (13) is set
It sets, when the locking slot moves to the position of the locking pin, the locking pin protrudes into the locking slot so as to the resistance
Buddhist nun's connecting rod one and damping connecting rod two limit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811466811.5A CN109537969B (en) | 2018-12-03 | 2018-12-03 | Damping device for well-shaped building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811466811.5A CN109537969B (en) | 2018-12-03 | 2018-12-03 | Damping device for well-shaped building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109537969A true CN109537969A (en) | 2019-03-29 |
| CN109537969B CN109537969B (en) | 2020-05-12 |
Family
ID=65852731
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811466811.5A Active CN109537969B (en) | 2018-12-03 | 2018-12-03 | Damping device for well-shaped building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109537969B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230402A (en) * | 2019-05-16 | 2019-09-13 | 孔瑞清 | Steel building viscous damping wall and its installation method |
| CN112726863A (en) * | 2021-01-05 | 2021-04-30 | 常州工学院 | Novel damping device for well-shaped building |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000303714A (en) * | 1999-04-21 | 2000-10-31 | Shimizu Corp | Damper and damping frame structure using it |
| JP2009203764A (en) * | 2008-02-29 | 2009-09-10 | Ando Corp | Reinforcing method and reinforcing structure of existing building using pin device |
| CN102425247A (en) * | 2011-10-19 | 2012-04-25 | 沈阳建筑大学 | Three-dimensional tuned mass damper |
| CN105064527A (en) * | 2015-08-13 | 2015-11-18 | 济南大学 | Steel ring shock absorption and energy dissipation supporting system and design method |
| CN105422711A (en) * | 2015-12-31 | 2016-03-23 | 中国地震局工程力学研究所 | Overhead type MTMD (multiple tuned mass dampers) damping device |
| CN105437902A (en) * | 2014-09-25 | 2016-03-30 | 王德彪 | Anti-inclination device for vehicle |
| CN106436950A (en) * | 2016-10-17 | 2017-02-22 | 安徽信泽科技有限公司 | Pull-rod spiral spring damper with presettable early-stage rigidity |
| CN208072687U (en) * | 2018-03-07 | 2018-11-09 | 深圳九龙新创科技有限公司 | A kind of roller type earthquake isolating equipment |
-
2018
- 2018-12-03 CN CN201811466811.5A patent/CN109537969B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000303714A (en) * | 1999-04-21 | 2000-10-31 | Shimizu Corp | Damper and damping frame structure using it |
| JP2009203764A (en) * | 2008-02-29 | 2009-09-10 | Ando Corp | Reinforcing method and reinforcing structure of existing building using pin device |
| CN102425247A (en) * | 2011-10-19 | 2012-04-25 | 沈阳建筑大学 | Three-dimensional tuned mass damper |
| CN105437902A (en) * | 2014-09-25 | 2016-03-30 | 王德彪 | Anti-inclination device for vehicle |
| CN105064527A (en) * | 2015-08-13 | 2015-11-18 | 济南大学 | Steel ring shock absorption and energy dissipation supporting system and design method |
| CN105422711A (en) * | 2015-12-31 | 2016-03-23 | 中国地震局工程力学研究所 | Overhead type MTMD (multiple tuned mass dampers) damping device |
| CN106436950A (en) * | 2016-10-17 | 2017-02-22 | 安徽信泽科技有限公司 | Pull-rod spiral spring damper with presettable early-stage rigidity |
| CN208072687U (en) * | 2018-03-07 | 2018-11-09 | 深圳九龙新创科技有限公司 | A kind of roller type earthquake isolating equipment |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230402A (en) * | 2019-05-16 | 2019-09-13 | 孔瑞清 | Steel building viscous damping wall and its installation method |
| CN110230402B (en) * | 2019-05-16 | 2021-04-20 | 福建九鼎建设集团有限公司 | Viscous damping wall for steel structure building and mounting method thereof |
| CN112726863A (en) * | 2021-01-05 | 2021-04-30 | 常州工学院 | Novel damping device for well-shaped building |
| WO2022148178A1 (en) * | 2021-01-05 | 2022-07-14 | 常州工学院 | New-type damping device for #-shaped building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109537969B (en) | 2020-05-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103074947B (en) | Tuned mass damper adjustable in three directions | |
| CN109537969A (en) | A kind of novel well shape damping unit for building | |
| CN205653915U (en) | Energy dissipation shock -proof type frame - bearing structure | |
| CN210806642U (en) | Cable testing bridge antidetonation support | |
| CN108452481B (en) | Suspension type shock absorption structure and method for running machine | |
| CN203905194U (en) | Vibration reduction control device for spherical tuned mass damper | |
| CN106592772A (en) | Parallel laminated rubber-spring three-dimensional composite seismic isolation support | |
| CN103498515B (en) | A kind of mild steel damper for bean column node angle or suspension column place | |
| CN205604511U (en) | Harmonious mass damper damping controlling means | |
| CN110805744A (en) | Anti-loosening pipeline anti-seismic support hanger | |
| CN112726863A (en) | Novel damping device for well-shaped building | |
| CN107504116B (en) | Vibration damper system capable of limiting vibration amplitude in three directions | |
| CN101806331A (en) | Shock absorber and lamp using same | |
| CN205934603U (en) | Vertical vibration damper with canceling release mechanical system | |
| CN102037200A (en) | Damping device | |
| CN204609034U (en) | Wind pendulum damper | |
| CN205780548U (en) | A kind of four-degree-of-freedom elastic damping vibroshock based on parallel institution | |
| CN208473011U (en) | Displacement equations type is classified anti-seismic damper | |
| CN108486972A (en) | The special damper of suspension type sky rail track girder | |
| CN212926947U (en) | Construction platform for building engineering | |
| CN207111815U (en) | A kind of shock absorber that can limit three direction amplitudes | |
| CN212063331U (en) | Anti-seismic bridge | |
| CN203834719U (en) | Building damper shaped like Chinese character 'jing' | |
| CN221030669U (en) | Damping structure of movable house | |
| CN206429604U (en) | Spring damping support |
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 |