CN209434600U - Only pole type lightning protection needle of subsidiary damping unit - Google Patents
Only pole type lightning protection needle of subsidiary damping unit Download PDFInfo
- Publication number
- CN209434600U CN209434600U CN201920013612.2U CN201920013612U CN209434600U CN 209434600 U CN209434600 U CN 209434600U CN 201920013612 U CN201920013612 U CN 201920013612U CN 209434600 U CN209434600 U CN 209434600U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- damping
- main body
- pipe main
- pole type
- 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
- 238000013016 damping Methods 0.000 title claims abstract description 76
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 66
- 239000010959 steel Substances 0.000 claims abstract description 66
- 239000000178 monomer Substances 0.000 claims description 21
- 239000002184 metal Substances 0.000 claims description 5
- 229910052751 metal Inorganic materials 0.000 claims description 5
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical group [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 claims 2
- 239000010931 gold Substances 0.000 claims 2
- 229910052737 gold Inorganic materials 0.000 claims 2
- 230000005540 biological transmission Effects 0.000 abstract description 2
- 230000001131 transforming effect Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 3
- 230000007774 longterm Effects 0.000 description 3
- 125000004122 cyclic group Chemical group 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005457 optimization Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 238000005381 potential energy Methods 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to power transmission and transforming equipment wind-induced vibration response fields, it is a kind of only pole type lightning protection needle of subsidiary damping unit, including steel pipe main body and lightning rod needle point, steel pipe main body is hollow tube, lightning rod needle point is mounted on steel pipe main body upper end, and steel pipe body interior is hung with damping piece by connecting rope, and elastic component is equipped between damping piece and steel pipe main body inner wall, elastic component one end is connected with damping piece, and the other end is connected with steel pipe main body inner wall.The utility model reasonable and compact in structure, it is easy to use, its damping piece hung by setting, and elastic component is connected between damping piece and the inner wall of steel pipe main body, so as to generate a large amount of damping when wind-induced vibration occurs for whole device, the loss for accelerating vibrational energy extends service life to reach good damping.
Description
Technical field
It is that a kind of only pillar of subsidiary damping unit is kept away the utility model relates to power transmission and transforming equipment wind-induced vibration response field
Thunder needle.
Background technique
Lightning current is imported the earth by the mode that installing lightning rod is generallyd use in substation, so that protection is higher than it nearby
Low equipment or building is spent to destroy from direct lightning strike.On 500kV and substation framework below, lightning rod is frequently with only pillar
Structure type.
Since the slenderness ratio of existing only pole type lightning protection needle is larger, rigidity is relatively small, and damping is poor, in fluctuating wind
Under the action of be easy to happen the wind-induced vibration of down wind;Long-term wind-induced vibration can all generate for only pole type lightning protection needle
Alternately Cyclic Loading.Under this alternately long term of Cyclic Loading, the root or flanged joint position of only pole type lightning protection needle
Weld seam or bolt be easy to happen charming appearance and behaviour fatigue rupture, i.e., generate and fatigue crack and be broken under low stress level suddenly, thus
Shorten the service life of entire arrester device.
At on September 13rd, 2015, state net Xinjiang power 750kV reached lightning rod above Ban Cheng substation 750kV inlet wire framework
It is broken and falls under high wind weather.It checks and is broken between finding the bolt fallen all therefrom.Cause of accident is only pole type lightning protection needle
Long-term wind-induced vibration causes bolt metal to generate fatigue cracking, constantly corrodes, and effective work area reduces, until in strong wind weather
Then bolt is thoroughly broken lower impaired operation, and is eventually led to lightning rod and integrally toppled over.
Lightning rod belongs to typical tall and slender structure, and calculation diagram is a cantilever beam, can calculate by drawing bending component.
Compared to the influence of geological process, although the destruction that wind shake effect instantaneously generates suffered by structure is smaller, its secondary first calamity occurred
Evil is big, and frequency is high, and coverage is wide, so suffered wind shake effect is more significant.Therefore it needs to reduce using related vibration reducing measure
Vibration of the lightning rod under wind load.
Summary of the invention
The utility model provides a kind of only pole type lightning protection needle of subsidiary damping unit, overcome the above-mentioned prior art no
Foot, can effectively solve the problem that damping is poor, service life is short existing for existing only pole type lightning protection needle.
The technical solution of the utility model is realized by following measures: a kind of only pillar of subsidiary damping unit is kept away
Thunder needle, including steel pipe main body and lightning rod needle point, steel pipe main body are hollow tube, and lightning rod needle point is mounted in steel pipe main body
End, steel pipe body interior are hung with damping piece by connecting rope, and elastic component, elasticity are equipped between damping piece and steel pipe main body inner wall
Part one end is connected with damping piece, and the other end is connected with steel pipe main body inner wall.
Here is the further optimization and/or improvements to above-mentioned utility model technical solution:
Above-mentioned elastic component can be to be multiple, and all elastic components are provided at circumferentially spaced along steel pipe main body.
Above-mentioned steel pipe main body may include at least one the steel pipe monomer for being fixedly connected sequentially and being connected to from the bottom to top, Mei Gegang
Damping piece is equipped with inside pipe monomer, all damping pieces pass sequentially through connecting rope connection, the damping piece of the top from the bottom to top
It is connected to by connecting rope on the roof of steel pipe body interior.
Above-mentioned each intracorporal damping piece of steel pipe list may be provided at 1/2 to 3/4 place of the steel pipe monomer height.
Above-mentioned damping piece can be metal heavy ball.
The utility model reasonable and compact in structure, it is easy to use, by the damping piece of setting suspension, and in damping piece and
Elastic component is connected between the inner wall of steel pipe main body, so as to generate a large amount of damping when wind-induced vibration occurs for whole device,
The loss for accelerating vibrational energy extends service life to reach good damping.
Detailed description of the invention
Attached drawing 1 is the main view broken section structural schematic diagram of the best embodiment of the utility model.
Coding in attached drawing is respectively as follows: 1 for lightning rod needle point, and 2 be connecting rope, and 3 be damping piece, and 4 be elastic component, and 5 be steel
Pipe monomer.
Specific embodiment
The utility model is not limited by following embodiments, can technical solution according to the present utility model and actual conditions
Determine specific embodiment.
In the present invention, for ease of description, the description of the relative positional relationship of each component is according to specification
The Butut mode of attached drawing 1 is described, such as: front, rear, top, and bottom, left and right positional relationship be according to Figure of description
Butut direction determine.
The utility model is further described below with reference to examples and drawings:
As shown in Fig. 1, only pole type lightning protection needle of the subsidiary damping unit includes steel pipe main body and lightning rod needle point 1, steel
Pipe main body is hollow tube, and lightning rod needle point 1 is mounted on steel pipe main body upper end, and steel pipe body interior is hung with by connecting rope 2
Damping piece 3 is equipped with elastic component 4 between damping piece 3 and steel pipe main body inner wall, 4 one end of elastic component and damping piece 3 connect, the other end
It is connected with steel pipe main body inner wall.As needed, lightning rod needle point 1 is fixedly mounted on the upper end of steel pipe main body, steel pipe by flange
The lower end of main body is fixedly mounted on pedestal by flange, and 2 upper end of connecting rope is fixedly connected on the roof of steel pipe body interior,
So that damping piece 3 can be suspended on steel pipe body interior, elastic component 4 is compressed spring, and under normal condition, compressed spring is kept
Original is long, and when steel pipe main body is generated vibration by wind load, the damping piece 3 of steel pipe body interior suspension can also be swung, into
And a large amount of damping is produced, in addition damping piece 3 can also constantly compress or draw springs 4 during the swing, will damp
Part 3 can overcome the elastic potential energy of elastic component 4 to do work during the swing, so that the loss of vibrational energy is increased, so that entirely
The wind-induced vibration energy of device quickly declines, i.e., can be shaken to the charming appearance and behaviour of whole device by the setting of damping piece 3 and elastic component 4
It is dynamic to play good damping, the vibrating fatigue of flange connections bolt is reduced, service life is extended.
Above-mentioned only pole type lightning protection needle can be made further optimization and/or improvements according to actual needs:
As shown in Fig. 1, steel pipe main body inner wall is circumferentially intervally distributed with multiple elastic components 4.As needed, elastic component 4
It can be in for 4 and sustained height, 4 elastic components 4 are uniformly arranged along the circumferencial direction interval of steel pipe main body inner wall, 4 bullets
The setting of property part 4 has further speeded up the loss of vibrational energy, improves damping.
As shown in Fig. 1, the steel pipe main body include be fixedly connected sequentially from the bottom to top and inner cavity connection at least one
Steel pipe monomer 5 is equipped with damping piece 3 inside each steel pipe monomer 5, and all damping pieces 3 pass sequentially through connecting rope 2 from the bottom to top
The damping piece 3 of connection, the top is connected on the roof of steel pipe body interior by connecting rope 2.According to demand, steel pipe main body packet
It includes 3 steel pipe monomers, 5,3 steel pipe monomers 5 and passes sequentially through flange from the bottom to top and be fixedly installed togather, in each steel pipe monomer 5
It is equipped with a damping piece 3, to can guarantee that each steel pipe monomer 5 shakes in charming appearance and behaviour by the setting of damping piece 3 and elastic component 4
By biggish damping action when dynamic, to reduce the vibrating fatigue of each 5 upper flange junction bolt of steel pipe monomer, prolong
The service life for having grown steel pipe main body passes sequentially through connecting rope 2 additionally, due to all damping pieces 3 from the bottom to top and connects, more often
A damping piece 3 is connected to for steel pipe body interior determines wall separately through connecting rope 2, and the damping piece 3 in the utility model is put
Dynamic amplitude can be bigger, i.e., it is bigger to swing the damping generated by damping piece 3, further improves damping.
As shown in Fig. 1, the damping piece 3 in each steel pipe monomer 5 is arranged in the 1/2 to 3/4 of 5 height of steel pipe monomer
Place.As needed, the damping piece 3 in each steel pipe monomer 5 is arranged at the 2/3 of 5 height of steel pipe monomer, and damping piece 3 is being put
The damping generated when dynamic is maximum.
As shown in Fig. 1, the damping piece 3 is metal heavy ball.Metal heavy ball quality small in size is big, at low cost, is swinging
When the damping that generates it is big.
The above technical characteristic constitutes the most preferred embodiment of the utility model, with stronger adaptability and best implementation
Effect can increase and decrease non-essential technical characteristic, according to actual needs to meet the needs of different situations.
Claims (8)
1. a kind of only pole type lightning protection needle of subsidiary damping unit, including steel pipe main body and lightning rod needle point, steel pipe main body are hollow
Tube body, lightning rod needle point are mounted on steel pipe main body upper end, it is characterised in that steel pipe body interior is hung with damping by connecting rope
Part is equipped with elastic component between damping piece and steel pipe main body inner wall, elastic component one end is connected with damping piece, the other end and steel pipe main body
Inner wall connection.
2. only pole type lightning protection needle of subsidiary damping unit according to claim 1, it is characterised in that steel pipe main body inner wall edge
Circumferentially-spaced has multiple elastic components.
3. only pole type lightning protection needle of subsidiary damping unit according to claim 1 or 2, it is characterised in that the steel pipe main body
Including at least one the steel pipe monomer being fixedly connected sequentially from the bottom to top and inner cavity is connected to, resistance is equipped with inside each steel pipe monomer
Damping member, all damping pieces pass sequentially through connecting rope connection from the bottom to top, and the damping piece of the top is connected to steel by connecting rope
On the roof of pipe body interior.
4. only pole type lightning protection needle of subsidiary damping unit according to claim 1 or 2, it is characterised in that each steel pipe monomer
1/2 to 3/4 place of the steel pipe monomer height is arranged in interior damping piece.
5. only pole type lightning protection needle of subsidiary damping unit according to claim 3, it is characterised in that in each steel pipe monomer
Damping piece 1/2 to 3/4 place of the steel pipe monomer height is set.
6. only pole type lightning protection needle of subsidiary damping unit described according to claim 1 or 2 or 5, it is characterised in that the damping
Part is metal heavy ball.
7. only pole type lightning protection needle of subsidiary damping unit according to claim 3, it is characterised in that the damping piece is gold
Belong to heavy ball.
8. only pole type lightning protection needle of subsidiary damping unit according to claim 4, it is characterised in that the damping piece is gold
Belong to heavy ball.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920013612.2U CN209434600U (en) | 2019-01-04 | 2019-01-04 | Only pole type lightning protection needle of subsidiary damping unit |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920013612.2U CN209434600U (en) | 2019-01-04 | 2019-01-04 | Only pole type lightning protection needle of subsidiary damping unit |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209434600U true CN209434600U (en) | 2019-09-24 |
Family
ID=67975479
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920013612.2U Active CN209434600U (en) | 2019-01-04 | 2019-01-04 | Only pole type lightning protection needle of subsidiary damping unit |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209434600U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109616872A (en) * | 2019-01-04 | 2019-04-12 | 国网新疆电力有限公司电力科学研究院 | Only pole type lightning protection needle of subsidiary damping unit |
-
2019
- 2019-01-04 CN CN201920013612.2U patent/CN209434600U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109616872A (en) * | 2019-01-04 | 2019-04-12 | 国网新疆电力有限公司电力科学研究院 | Only pole type lightning protection needle of subsidiary damping unit |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN209434600U (en) | Only pole type lightning protection needle of subsidiary damping unit | |
CN107401111A (en) | A kind of municipal bridge shockproof structure and method | |
CN201526010U (en) | Shape memory alloy vibration damping lazy halyard apparatus for suspension bridge | |
CN110224364A (en) | A kind of self-locking stockbridge damper | |
CN105317794B (en) | Super extra-high voltage electric transmission and transformation equipment grading ring fixed structure | |
CN109616872A (en) | Only pole type lightning protection needle of subsidiary damping unit | |
CN206753186U (en) | It is a kind of can damping high tension electric tower | |
CN208386105U (en) | A kind of Lightning-Rod Protection Disign In Substations vibration absorber reducing wind-induced vibration | |
CN212401570U (en) | Hanging device of unmanned aerial vehicle | |
CN208236991U (en) | A kind of change of current valve tower suspention shock-damping structure | |
CN109038455A (en) | A kind of Lightning-Rod Protection Disign In Substations vibration absorber | |
CN109515639A (en) | A kind of semi-submersible ocean wind power plant floating body | |
CN205863643U (en) | A kind of skyscraper power circuit facility discharging rod | |
CN210918146U (en) | Novel steel structure engineering support | |
CN212563534U (en) | Single-pendulum type vibration damping device used inside large wind turbine tower | |
CN208236996U (en) | A kind of filter high-voltage capacitor tower crane mounting structure | |
CN209585291U (en) | A kind of architectural engineering and the general roof beam structure support device of hydraulic engineering | |
CN209497208U (en) | A kind of anti-high wind damping cable bearer | |
CN108612802A (en) | A kind of lightning rod liquid collision type damping system | |
CN208845014U (en) | A kind of angle steel tower ruggedized construction | |
CN208923746U (en) | A kind of gantry with function of seismic resistance | |
CN207499189U (en) | Nonlinear energy trap damper based on filtering | |
CN220203557U (en) | Anti-wind structure of torch iron tower | |
CN218670392U (en) | Shape memory metal damper for controlling wind vibration of power transmission line | |
CN209045252U (en) | Composite insulator |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |