CN105735722B - A kind of electric tower of the antidetonation with soft varying stress - Google Patents
A kind of electric tower of the antidetonation with soft varying stress Download PDFInfo
- Publication number
- CN105735722B CN105735722B CN201610085370.9A CN201610085370A CN105735722B CN 105735722 B CN105735722 B CN 105735722B CN 201610085370 A CN201610085370 A CN 201610085370A CN 105735722 B CN105735722 B CN 105735722B
- Authority
- CN
- China
- Prior art keywords
- tower
- strong
- antidetonation
- rectify
- electric tower
- 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.)
- Active
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
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
-
- 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
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2253—Mounting poles or posts to the holder
-
- 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
- E04H9/0215—Bearing, supporting or connecting constructions specially adapted for such buildings involving active or passive dynamic mass damping systems
Abstract
The invention discloses a kind of antidetonation electricity tower with soft varying stress, including tower body, strong point partially and strong inclined power source, the tower body sets multiple strong inclined points on the different height, different directions of its main load-carrying construction；It is described to rectify inclined power source including rectifying inclined stake, rectifying inclined assembly pulley, elastic force transmission mechanism, weight part and elastic base；At the ground of antidetonation electricity tower tower heart hollow bulb provided with it is vertical to strong inclined stake, rectify at inclined stake and with rectifying to put corresponding strong inclined assembly pulley partially provided with multiple, each hawser one end rectified at inclined assembly pulley is articulated with the correspondence at tower body and rectified at inclined point, the other end is articulated with elastic force transmission mechanism, elastic force transmission mechanism includes force transfer end and force side, force transfer end is hinged with each hawser for rectifying inclined assembly pulley, and force side then hangs with a weight part, and the weight part lower end is in contact with an elastic base；The present invention can provide different soft changes to each crucial hard point of electric tower structure by earthquake magnitude size and rectify deviatoric stress, stable housing structure provided with inclined power source and special force transferring structure is rectified.
Description
Technical field
The present invention relates to electric power facility, especially a kind of electric tower of the antidetonation with soft varying stress.
Background technology
Electric tower is the conventional facility of power industry, and for the erection of power main, its main body is steelframe, on the whole with one
Fixed elasticity, can bear larger vertical weight load, lateral force can be also born in corner stringing, but due to the Electric wire support of electric tower
In top, its tip loads is larger, when the horizontal seismic shock by earthquake disaster, and tip loads can be with electric rocking for tower
Huge side force is formed, electric tower is toppled over.
Some patents propose a plan for electric tower antidetonation at present, but these schemes are often divided into two classes, and a class is in iron
Cushion is set at bottom of towe pin, to prevent steel tower from excessively rocking；Two classes are that extra force application mechanism pair is set in steel tower sidepiece
Steel tower carries out righting；In first kind scheme, due to magnitude can not it is anticipated that and stringing load on steel tower so that it is slow
The effect for rushing soft cushion layer scheme is difficult to be expected, and in Equations of The Second Kind scheme, because electric tower is higher, its displacement of each position in seismic wave
It is different, and displacement can change with seismic wave size, if outside force application mechanism can not be adaptive to seismic wave, antidetonation effect
Fruit will be affected.
When earthquake, the steel tower based on rigid material easily collapses, and the same top load of trees is larger, is but difficult to incline
, this aspect is because the well developed root system of trees provides firm foundations, on the other hand also in that trunk has good
Flexible force transmission structure and elasticity, enable foundation to rectify inclined to acutely rock progress of the trees in seismic wave, possess trees good
Shock resistance.Such as electric tower anti-seismic structure copies the trees characteristic, should be able to lift the shock resistance of steel tower.
Because the main material of electric tower is steel, with certain elasticity, when being influenceed by seismic wave and deform upon, if its is each
The deformation or displacement at position can possess restorability not less than limit value, then housing structure because of material property, such as electric tower due to
Top carrier power main, can often rock because of wind-force factor, but only need tower body deformation to be limited without departing from deformation level, and tower body can be because
The strong biased spring of composition of tower shell material itself restores；Similarly, set such as on tower body and rectify inclined power source, can effectively lift the antidetonation of electric tower
Ability.
The content of the invention
The present invention proposes a kind of electric tower of antidetonation with soft varying stress, provided with strong inclined power source and special force transferring structure, on ground
Different soft changes, which can be provided, during shake to each crucial hard point of electric tower structure by earthquake magnitude size rectifys deviatoric stress, stable housing structure.
The present invention uses following technical scheme.
A kind of electric tower of the antidetonation with soft varying stress, including electric tower body, it, which is provided with, rectifys inclined power source, in earthquake by electric tower
The shift value of different parts provides the strong deviatoric stress of soft change to prevent electric tower from collapsing, and the electric tower of the antidetonation includes tower body, rectifys inclined point
With strong inclined power source, the tower body presses mechanical characteristic and placement property of each position in earthquake, in its main load-carrying construction not
Multiple strong inclined points are set in same height, different directions；It is described to rectify inclined power source including rectifying inclined stake, rectifying inclined assembly pulley, elastic power transmission machine
Structure, weight part and elastic base.
At the ground of the electric tower tower heart hollow bulb of the antidetonation provided with it is vertical to strong inclined stake, rectify at inclined stake provided with it is multiple with it is strong
Corresponding strong inclined assembly pulley is put partially, and each hawser one end rectified at inclined assembly pulley is articulated with the correspondence at tower body and rectified at inclined point, another
End is articulated with elastic force transmission mechanism, and the elastic force transmission mechanism includes force transfer end and force side, and force transfer end rectifys inclined assembly pulley with each
Hawser be hinged, force side then hangs with a weight part, and the weight part lower end is in contact with an elastic base.
When being acted on by earthquake wave, tower body is each to rectify the movement that point is produced partially, is converted to pulling force through rectifying inclined assembly pulley, passes through
Elastic force transmission mechanism is lifted to weight part, during lifting, and weight part, elastic force transmission mechanism and elastic base produce soft
The strong deviatoric stress become carries out rectifying inclined to each point partially of rectifying, and electric tower body construction is tended towards stability in earthquake.
The multiple strong inclined assembly pulleys rectified in inclined stake, including fixed pulley group and running block.
Corresponding between the strong inclined point and strong inclined assembly pulley on the electric tower of the antidetonation, when electric tower is acted on by seismic wave, displacement
Larger strong inclined point is connected with fixed pulley group, and the small strong inclined point of displacement is then connected with running block.
The strong inclined stake is low wide and up narrow, and pile body middle shaft part is provided with the through hole that multiple confession cables are passed through.
Weight pit is provided with below the electric tower of the antidetonation, the weight part, elastic base and elastic force transmission mechanism are located at weight
In well.
The electric tower of the antidetonation is cat-head transmission tower or cydariform tower.
The strong inclined assembly pulley is arranged in strong inclined stake, or is connected through high intensity support with strong inclined stake.
In the present invention, the electric tower of the antidetonation includes tower body, rectifys point partially and rectify inclined power source, and the tower body is by each position in earthquake
When mechanical characteristic and placement property, set on the different height, different directions in its main load-carrying construction and multiple rectify inclined points；By
Be in displacement of each position of electric tower in seismic wave it is different, the design can make to rectify inclined power source be directed to the structure of electric tower, with material and
Region is installed to exert a force, so as to obtain good effect, such as the force design of conventional support tower, anchor support and angle tower is not
Together, therefore to rectify the position put partially also different.
In the present invention, at the ground of the electric tower tower heart hollow bulb of the antidetonation provided with it is vertical to strong inclined stake, rectify and set at inclined stake
There are multiple correspondences being articulated with strong hawser one end put partially at corresponding strong inclined assembly pulley, each strong inclined assembly pulley at tower body to rectify inclined
At point, the other end is articulated with elastic force transmission mechanism, and the elastic force transmission mechanism includes force transfer end and force side, and force transfer end is rectified with each
The hawser of inclined assembly pulley is hinged, and force side then hangs with a weight part, and the weight part lower end is in contact with an elastic base；This sets
Meter outside electric tower structure by setting exclusive strong deflection device so that rectify the running of deflection device is not influenceed by the change of electric turriform, and
And in this structure, deformation power of the electric tower in seismic wave is commutated with rectifying inclined assembly pulley, is allowed to be collected to elastic force transmission mechanism,
And by weight part to deformation power carry out offset, copied each part in the anti-quaking structure of trees, structure cooperation be provided with it is larger
Flexibility, can weaken influence of the seismic wave to strong inclined structure to a certain extent, can also be operated in making the structure under strong motion wave effect.
In the present invention, at the ground of the electric tower tower heart hollow bulb of the antidetonation provided with it is vertical to strong inclined stake, rectify and set at inclined stake
Have it is multiple with rectify put partially it is corresponding rectify inclined assembly pulley；It is located at due to rectifying inclined stake and tower body with a place, so when seismic wave arrives,
It is substantially synchronous hunting to rectify inclined stake and rectify inclined assembly pulley with steel tower so that rectify inclined assembly pulley to rectifying the force energy foundation put partially
Iron tower deformation and change, such as when microseism, iron tower body deformation is atomic, rectify inclined stake and rectify inclined assembly pulley it is synchronous with steel tower put
Move, the distance change rectified inclined pulley and rectified between point partially is atomic, therefore strong inclined assembly pulley does not exert a force substantially to rectifying point partially；And work as macroseism
When, significantly deformation causes strong inclined pulley and the distance rectified between point partially significantly to change to iron tower body, pulls cable, deformation power quilt
Elastic force transmission mechanism is reached at weight part, and offset is carried out to deformation power by weight part, and iron tower deformation is carried out to rectify inclined.
In the present invention, the multiple strong inclined assembly pulleys rectified in inclined stake, including fixed pulley group and running block；The antidetonation
Corresponding between the strong inclined point and strong inclined assembly pulley on electric tower, when electric tower is acted on by seismic wave, the larger strong inclined point of displacement is with determining
Assembly pulley is connected, and the small strong inclined point of displacement is then connected with running block；The design to rectify inclined assembly pulley to rectifying the force put partially
It can change according to iron tower deformation, because displacement of each position of electric tower in seismic wave is different, such as in seismic wave, electric tower top
End is also easy to produce larger displacement, and because top carrier feeder cable make it that the side force by shake steel tower top is larger, herein with
Fixed pulley be connected, top stress can be allowed to reach rapidly at weight part, make rectify deflection device respond rapidly, and steel tower bottom by
In electric Deethanizer design feature, the displacement very little in seismic wave, multiple points partially of rectifying herein can be connected with movable pulley, multiple low displacements
The motion of point is merged, to reduce response sensitivity of the strong deflection device to tower bottom, makes the strong inclined power for rectifying deflection device is relative to collect
In in the big region of deformation, inclined effect is rectified in lifting.
In the present invention, the elastic force transmission mechanism includes force transfer end and force side, force transfer end and each cable for rectifying inclined assembly pulley
Rope is hinged, and force side then hangs with a weight part, and the weight part lower end is in contact with an elastic base；The design can make to rectify inclined source
Strong inclined power output can be different according to earthquake magnitude and change, such as when being only microseism, electric tower structure displacement is small, is only passed with elasticity
Making a concerted effort between force mechanisms and elastic base, which provides, rectifys inclined power, and when macroseism, electric tower structure produces larger displacement, weight part
Elastic base is left under cable, the traction of elastic force transmission mechanism, the strong inclined power for rectifying inclined source is reached maximum.
In the present invention, the strong inclined stake is low wide and up narrow, and the structure enables strong inclined stake to be difficult to topple over when being influenceed by seismic wave, protects
It is fixed to keep steady.
In the present invention, the strong inclined assembly pulley is arranged in strong inclined stake, or is connected through high intensity support with strong inclined stake；This
Structure can allow device of the present invention change the direction of strong inclined power, such as when carrying out rectifying inclined to electric tower height layer, can be with
Correspondence assembly pulley with high intensity branch is set up in eminence, enables to rectify inclined power convergence and flatly acts on strong inclined point, reduce it is vertical to
Inclined effect is rectified in component, lifting.
In the present invention, at the ground of the electric tower tower heart hollow bulb of the antidetonation provided with it is vertical to strong inclined stake；In the design, by
In rectifying ground of the inclined stake located at portion in the minds of tower, the strong inclined power to electric tower tends to tower axis and ground, with the tradition with tower body body
Design coordinates, and due to that can design a large amount of lateral struts in tower body traditional design, steel tower also possesses higher load-bearing property in itself, therefore
The strong inclined power source of the present invention can not cause big load when using big quality weight to tower body.
Brief description of the drawings
The present invention is described in more detail with reference to the accompanying drawings and detailed description：
Accompanying drawing 1 is the electric tower of antidetonation of the present invention in the schematic diagram not shaken or during microseism；
Accompanying drawing 2 is the electric tower of antidetonation of the present invention by schematic diagram during macroseism；
In figure：1- tower bodies；2- rectifys inclined assembly pulley；3- cables；4- rectifys inclined stake；5- rectifys inclined stake；6- elasticity force transmission mechanisms；
7- weight parts；8- elastic bases；9- rectifys inclined point；10- running blocks；11- fixed pulley groups；12- rectifys the through hole at inclined stake axis；
13- weight pits.
Embodiment
As shown in Figure 1 and Figure 2, a kind of electric tower of antidetonation with soft varying stress, including electric tower body, it, which is provided with, rectifys inclined power source,
The strong deviatoric stress of soft change is provided to prevent electric tower from collapsing by the shift value of electric tower different parts in earthquake, the electric tower bag of the antidetonation
Tower body 1 is included, point 9 partially is rectified and rectifys inclined power source, the tower body presses mechanical characteristic and placement property of each position in earthquake, in its master
The different height of load-carrying construction is wanted, sets on different directions and multiple to rectify point 9 partially；It is described to rectify inclined power source including rectifying inclined stake 4, rectifying and slide partially
Wheel group 2, elastic force transmission mechanism 6, weight part 7 and elastic base 8.
At the ground of the electric tower tower heart hollow bulb of the antidetonation provided with it is vertical to strong inclined stake 4, rectify at inclined stake 4 provided with it is multiple with
The corresponding strong inclined assembly pulley 2 of point 9 partially is rectified, the correspondence that each one end of hawser 3 rectified at inclined assembly pulley 2 is articulated with tower body 1 rectifys point 9 partially
Place, the other end is articulated with elastic force transmission mechanism 6, and the elastic force transmission mechanism 6 includes force transfer end and force side, and force transfer end is rectified with each
The hawser 3 of inclined assembly pulley 2 is hinged, and force side then hangs with a weight part 7, and the lower end of weight part 7 connects with an elastic base 8
Touch.
When being acted on by earthquake wave, tower body 1 is each to rectify the movement produced of point 9 partially, and drawing is converted to through rectifying inclined assembly pulley 2
Power, is lifted through elastic force transmission mechanism 6 to weight part 7, during lifting, weight part 7, elastic force transmission mechanism 6 and elasticity
The strong deviatoric stress that pedestal 8 produces soft change carries out rectifying inclined to each point 9 partially of rectifying, and electric tower body construction is tended towards stability in earthquake.
The multiple strong inclined assembly pulleys 2 rectified in inclined stake 4, including fixed pulley group and running block 10.
Corresponding between the strong inclined point 9 and strong inclined assembly pulley 2 on the electric tower of the antidetonation, when electric tower is acted on by seismic wave, position
Move larger strong inclined point with fixed pulley group 11 to be connected, the small strong inclined point of displacement is then connected with running block 10.
The strong inclined stake 5 is low wide and up narrow, and pile body middle shaft part is provided with the through hole 12 that multiple confession cables are passed through.
Weight pit 13 is provided with below the electric tower of the antidetonation, the weight part 7, elastic base 8 and elastic force transmission mechanism 6 are located at
In weight pit 13.
The electric tower of the antidetonation is cat-head transmission tower or cydariform tower.
The strong inclined assembly pulley 2 is arranged in strong inclined stake 4, or is connected through high intensity support with strong inclined stake 4.
Embodiment：
By the function and type of electric tower, multiple rectify partially is set on the different height, different directions in its main load-carrying construction
Point 9 is connected with rectifying the cable 3 in inclined power source, and assembly pulley is connected to weight part 7 through elastic force transmission mechanism, and weight part 7 is by cable
Elastic base 8 is touched in rope prestretching, the bottom of weight part 7, and elastic force transmission mechanism, elastic base have load.
The strong inclined point of tower body eminence is big because of its displacement in earthquake, so be connected with fixed pulley group 11, tower body lower
Point partially is rectified because of its displacement very little in earthquake, the hawser put partially is rectified so being collected with running block 10 and connecting multiple lowers.
When earthquake, tower body, which is rocked, to be made to rectify point 9 partially and produces displacements, rectify inclined stake and tower body synchronously rock, such as seismic wave is slight, strong
Point 9 does not change with rectifying the relative distance of inclined stake partially, then rectifys inclined power source and do not work.
When tower body deforms because acutely rocking, and makes strong point 9 partially and rectifys the relative distance generation change of inclined stake, tower body 1
It is each to rectify the movement produced of point 9 partially, pulling force is converted to through rectifying inclined assembly pulley 2, weight part 7 is lifted through elastic force transmission mechanism 6,
During lifting, the strong deviatoric stress that weight part 7, elastic force transmission mechanism 6 and elastic base 8 produce soft change is entered to each point 9 partially of rectifying
Row rectifys inclined, electric tower body construction is tended towards stability in earthquake.
When magnitude is small, tower body rectifys point 9 partially and changes small with rectifying the relative distance of inclined stake, rectifys the inclined pulling force of assembly pulley 2 only
It can be offset with the elastic force of elastic force transmission mechanism 6, elastic base 8, weight part 7 still connects with elastic base 8.
When macroseism, tower body rectifys relative distance change of the point 9 with rectifying inclined stake partially and greatly, rectifys the inclined pulling force of assembly pulley 2 weight part 7
Significantly draw high, depart from elastic base, the power output for rectifying inclined power source is reached maximum, but do not continue to rise, it is excessive to prevent
Rectify inclined power output and damage tower body.
Claims (7)
1. a kind of electric tower of the antidetonation with soft varying stress, including electric tower body, it, which is provided with, rectifys inclined power source, in earthquake by electric tower not
Shift value with position provides the strong deviatoric stress of soft change to prevent electric tower from collapsing, it is characterised in that：The electric tower of the antidetonation includes tower
Body, strong point partially and strong inclined power source, the tower body presses mechanical characteristic and placement property of each position in earthquake, in its main load
Set on the different height of structure, different directions and multiple rectify inclined points；It is described to rectify inclined power source including rectifying inclined stake, rectifying inclined assembly pulley, bullet
Property force transmission mechanism, weight part and elastic base；
At the ground of the electric tower tower heart hollow bulb of the antidetonation provided with it is vertical to strong inclined stake, rectify at inclined stake provided with multiple with rectifying inclined point
Corresponding to rectify inclined assembly pulley, each hawser one end rectified at inclined assembly pulley is articulated with the correspondence at tower body and rectified at inclined point, other end hinge
Elastic force transmission mechanism is connected to, the elastic force transmission mechanism includes force transfer end and force side, force transfer end and each cable for rectifying inclined assembly pulley
Rope is hinged, and force side then hangs with a weight part, and the weight part lower end is in contact with an elastic base；
When being acted on by earthquake wave, tower body is each to rectify the movement that point is produced partially, pulling force is converted to through rectifying inclined assembly pulley, through elasticity
Force transmission mechanism is lifted to weight part, during lifting, and weight part, elastic force transmission mechanism and elastic base produce soft change
Rectify deviatoric stress each point partially of rectifying is carried out rectifying inclined, electric tower body construction is tended towards stability in earthquake.
2. the electric tower of a kind of antidetonation with soft varying stress according to claim 1, it is characterised in that：It is described to rectify in inclined stake
It is multiple to rectify inclined assembly pulley, including fixed pulley group and running block.
3. the electric tower of a kind of antidetonation with soft varying stress according to claim 2, it is characterised in that：On the electric tower of the antidetonation
Strong inclined point and rectify corresponding between inclined assembly pulley, when electric tower is acted on by seismic wave, the larger strong inclined point of displacement and fixed pulley group
It is connected, the small strong inclined point of displacement is then connected with running block.
4. the electric tower of a kind of antidetonation with soft varying stress according to claim 1, it is characterised in that：It is described to rectify wide under inclined stake
Upper narrow, pile body middle shaft part is provided with the through hole that multiple confession cables are passed through.
5. the electric tower of a kind of antidetonation with soft varying stress according to claim 1, it is characterised in that：Under the electric tower of the antidetonation
Side is provided with weight pit, and the weight part, elastic base and elastic force transmission mechanism are in weight pit.
6. the electric tower of a kind of antidetonation with soft varying stress according to claim 1, it is characterised in that：The electric tower of the antidetonation is
Cat-head transmission tower or cydariform tower.
7. the electric tower of a kind of antidetonation with soft varying stress according to claim 1, it is characterised in that：It is described to rectify inclined assembly pulley
It is arranged in strong inclined stake, or is connected through high intensity support with strong inclined stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610085370.9A CN105735722B (en) | 2016-02-15 | 2016-02-15 | A kind of electric tower of the antidetonation with soft varying stress |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610085370.9A CN105735722B (en) | 2016-02-15 | 2016-02-15 | A kind of electric tower of the antidetonation with soft varying stress |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105735722A CN105735722A (en) | 2016-07-06 |
| CN105735722B true CN105735722B (en) | 2017-10-31 |
Family
ID=56245621
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610085370.9A Active CN105735722B (en) | 2016-02-15 | 2016-02-15 | A kind of electric tower of the antidetonation with soft varying stress |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105735722B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165462A (en) * | 2017-07-20 | 2017-09-15 | 常熟市邦知光电科技有限公司 | A kind of electric pole for being applied to easily collapse ground |
| CN107355114A (en) * | 2017-07-20 | 2017-11-17 | 常熟市谷雷特机械产品设计有限公司 | A kind of electric pole for being used to easily collapse ground |
| CN108630085B (en) * | 2018-05-14 | 2020-12-29 | 合肥工业大学 | System for simulating house collapse |
| CN113175263A (en) * | 2020-06-22 | 2021-07-27 | 中国石化集团胜利石油管理局有限公司电力分公司 | Carbon fiber composite material tower |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0562670U (en) * | 1992-02-03 | 1993-08-20 | 住友軽金属工業株式会社 | Damping device for pole |
| DE4231725A1 (en) * | 1992-09-22 | 1994-03-24 | Selkirk Schornsteintechnik Gmb | Vibration damper for free-standing building structure - has damping mass supported at fixed point below its centre of gravity and against structure by spring element |
| JP2003278827A (en) * | 2002-03-20 | 2003-10-02 | Ishikawajima Harima Heavy Ind Co Ltd | Damper for tower like structure |
| CN2589551Y (en) * | 2002-12-12 | 2003-12-03 | 杭州电联机电设备成套有限公司 | Single tube tower control displacement vibration-damping apparatus |
| CN102498289A (en) * | 2009-08-06 | 2012-06-13 | 阿尔斯通风力有限个人公司 | System and method for damping vibrations in a wind turbine |
-
2016
- 2016-02-15 CN CN201610085370.9A patent/CN105735722B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0562670U (en) * | 1992-02-03 | 1993-08-20 | 住友軽金属工業株式会社 | Damping device for pole |
| DE4231725A1 (en) * | 1992-09-22 | 1994-03-24 | Selkirk Schornsteintechnik Gmb | Vibration damper for free-standing building structure - has damping mass supported at fixed point below its centre of gravity and against structure by spring element |
| JP2003278827A (en) * | 2002-03-20 | 2003-10-02 | Ishikawajima Harima Heavy Ind Co Ltd | Damper for tower like structure |
| CN2589551Y (en) * | 2002-12-12 | 2003-12-03 | 杭州电联机电设备成套有限公司 | Single tube tower control displacement vibration-damping apparatus |
| CN102498289A (en) * | 2009-08-06 | 2012-06-13 | 阿尔斯通风力有限个人公司 | System and method for damping vibrations in a wind turbine |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105735722A (en) | 2016-07-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105735722B (en) | A kind of electric tower of the antidetonation with soft varying stress | |
| CN101965454B (en) | Power generation assemblies | |
| JP2021515867A (en) | Wave power units and systems suitable for large-scale applications | |
| CN100507191C (en) | Isolation platform | |
| CN104533724B (en) | Intelligent vibration damping type deep sea floating fan | |
| CN113904616B (en) | Flexible photovoltaic support | |
| CN204553090U (en) | Intelligent vibration damping moldeed depth sea floating blower fan | |
| EP2735730A1 (en) | A stabilised hydroelectric turbine system | |
| CN107585268A (en) | Tension leg offshore floating type wind driven generator base | |
| CN203150574U (en) | Flexible device for fixing solar cell panel | |
| CN207944769U (en) | A kind of high voltage power transmission safety supports tower | |
| CN106609511A (en) | Semi-fixed offshore wind turbine foundation | |
| KR101369771B1 (en) | Levelling evaluation device for transition piece of wind power plant | |
| CN106828791B (en) | One kind is prevented jolting marine bed | |
| CN108928375A (en) | A kind of transport device for solar controller research and development | |
| CN204080848U (en) | The two bar gate shaft tower self-regulated basis of transmission line of electricity | |
| CN208395850U (en) | A kind of light shock-proof jacket basis using overlap joint pipe node completely | |
| CN206015738U (en) | Marine wind electric field fan single-pile foundation test pile supporting construction with cantilever design | |
| CN104213578B (en) | Transmission line of electricity double-rod gate shaft tower self-regulated basis | |
| CN206015714U (en) | Marine wind electric field fan single-pile foundation test pile supporting construction with shoulder pole structure | |
| CN215221625U (en) | Cable pipe structure capable of correspondingly adjusting length according to seabed scouring change | |
| CN206681917U (en) | Marine floating type fan shock-absorbing pedestal | |
| CN108442399A (en) | A kind of light shock-proof jacket basis using overlap joint pipe node completely | |
| CN207698365U (en) | A kind of high stability multilayer wind-power tower storage shelf | |
| CN117216827A (en) | Large-span flexible photovoltaic bracket with damping device and design method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190328 Address after: 230000 B-1512, west of Ganquan Road, Shushan District, Hefei, Anhui. Patentee after: Anhui Eagle Dragon Industrial Design Co., Ltd. Address before: 363500 Yingcun 645, Shenqiao Town, Zhaoan County, Zhangzhou City, Fujian Province Patentee before: Wang Jiaxing |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190801 Address after: 221600 Zhangliangxi Road, Peixian Economic Development Zone, Xuzhou City, Jiangsu Province Patentee after: Xuzhou Sanke Electric Co., Ltd. Address before: Ganquan road Shushan District of Hefei City, Anhui Province, 230000 West hillock road to the South Wild Garden commercial office building room B-1512 Patentee before: Anhui Eagle Dragon Industrial Design Co., Ltd. |