CN106486892A - Mitigate the steel pipe lightning rod of wind-induced vibration - Google Patents
Mitigate the steel pipe lightning rod of wind-induced vibration Download PDFInfo
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- CN106486892A CN106486892A CN201611045742.1A CN201611045742A CN106486892A CN 106486892 A CN106486892 A CN 106486892A CN 201611045742 A CN201611045742 A CN 201611045742A CN 106486892 A CN106486892 A CN 106486892A
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- lightning rod
- steel pipe
- wind
- induced vibration
- stage casing
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- H—ELECTRICITY
- H01—ELECTRIC ELEMENTS
- H01T—SPARK GAPS; OVERVOLTAGE ARRESTERS USING SPARK GAPS; SPARKING PLUGS; CORONA DEVICES; GENERATING IONS TO BE INTRODUCED INTO NON-ENCLOSED GASES
- H01T19/00—Devices providing for corona discharge
- H01T19/04—Devices providing for corona discharge having pointed electrodes
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- Engineering & Computer Science (AREA)
- Plasma & Fusion (AREA)
- Elimination Of Static Electricity (AREA)
Abstract
The present invention relates to lightning rod technical field, is a kind of steel pipe lightning rod for mitigating wind-induced vibration;Including lightning rod body and steel pipe, on lightning rod body, coiling is fixed with steel pipe from bottom to top.Present configuration is reasonable and compact, easy to use, steel pipe is wound with lightning rod outer wall, in lightning rod wind-engaging, its leeward side will not form stable vortex, lightning rod starting of oscillation wind speed can be effectively improved, mitigates lightning rod wind-induced vibration while the Lightning-Rod Protection Disign In Substations wind reduced under harsher wind conditions harsh weather ruins the generation of accident.
Description
Technical field
The present invention relates to lightning rod technical field, is a kind of steel pipe lightning rod for mitigating wind-induced vibration.
Background technology
For preventing impact of the thunder and lightning to transformer station's transmission line of electricity, lightning rod is widely used in high voltage substation, and which belongs to high
Towering cantilever member, with slenderness ratio big, rigidity is little, shell is thin, from heavy and light the features such as, be typical wind sensitive structure, easily exist
There is wind-induced vibration under wind action, wind load often becomes one of primary load of control structure design;On the other hand, I
Before the substation section addressing Yushan Hill of the Northwest of state on the Gobi desert of alluviation flood sector, in site, physical features is open, subregion
The average maximum wind velocity of the high 10min of 10m that meets for interior 50 years one reaches 36.1m/s, and corresponding blast reaches 0.81kN/m2, and annual is big
Wind number of days 148.1 days, most Windy Days 202 days(More than 7 grades is strong wind, wind speed about 17m/s), belong to continual strong wind environment,
Lightning-Rod Protection Disign In Substations under this specific harsh weather occur the probability that wind ruins accident greatly increase.
Content of the invention
The invention provides a kind of steel pipe lightning rod for mitigating wind-induced vibration, overcomes the deficiency of above-mentioned prior art, its
Under wind action, easily there is wind-induced vibration and reduce the power transformation under harsher wind conditions harsh weather in energy effectively solving lightning rod
Lightning rod of standing occurs wind to ruin the problem of the probability of accident.
The technical scheme is that and realized by following measures:A kind of steel pipe lightning rod for mitigating wind-induced vibration,
Including lightning rod body and steel pipe, on lightning rod body, coiling is fixed with steel pipe from bottom to top.
The further optimization and/or improvements being presented herein below to foregoing invention technical scheme:
Above-mentioned lightning rod body includes that hypomere, stage casing and epimere, hypomere and stage casing are fixedly installed togather, and stage casing and epimere are fixed
It is installed together, hypomere, stage casing and epimere link together tapered structure.
Above-mentioned hypomere, stage casing are identical with the wall thickness of epimere, and hypomere, stage casing and epimere wall thickness are 4cm to 8cm.
A diameter of 3cm to 5cm of above-mentioned steel pipe, the wall thickness of steel pipe is 0.5cm to 1cm.
Above-mentioned hypomere and stage casing are fixed together by flange, and stage casing and epimere are fixedly connected on one by flange
Rise.
Above-mentioned steel-pipe welding is on the outer wall of lightning rod body.
Present configuration is reasonable and compact, easy to use, is wound with steel pipe on lightning rod outer wall, in lightning rod wind-engaging
When, its leeward side will not form stable vortex, can effectively improve lightning rod starting of oscillation wind speed, mitigate lightning rod wind-induced vibration same
When the Lightning-Rod Protection Disign In Substations wind that reduces under harsher wind conditions harsh weather ruin the generation of accident.
Description of the drawings
Accompanying drawing 1 is the main structure diagram of preferred embodiment.
Coding in accompanying drawing is respectively:1 is hypomere, and 2 is stage casing, and 3 is epimere, and 4 is steel pipe.
Specific embodiment
The present invention is not limited by following embodiments, can technology according to the present invention scheme and actual conditions concrete to determine
Embodiment.
In the present invention, for the ease of description, the description of the relative position relation of each part be all according to Figure of description 1
Butut mode being described, such as:The position relationship of upper and lower, left and right etc. is come according to the Butut direction of Figure of description
Determine.
With reference to embodiment and accompanying drawing, the invention will be further described:
As shown in Figure 1, the steel pipe lightning rod of the mitigation wind-induced vibration includes lightning rod body and steel pipe 4, in lightning rod body
On from bottom to top coiling be fixed with steel pipe 4.During use, in lightning rod body wind-engaging, its leeward side is or not spiralling steel pipe 4
Stable vortex can be formed, mitigates lightning rod body wind-induced vibration.
Can according to actual needs, the steel pipe lightning rod to above-mentioned mitigation wind-induced vibration makes further optimization and/or improvements:
As shown in Figure 1, lightning rod body includes that hypomere 1, stage casing 2 and epimere 3, hypomere 1 and stage casing 2 are fixedly installed togather,
Stage casing 2 and epimere 3 are fixedly installed togather, and hypomere 1, stage casing 2 and epimere 3 link together tapered structure.So, it is easy to band
Electric cloud layer forms path with lightning rod body, and lightning rod body is ground connection, big so as to the electric charge of powered cloud layer is imported
Ground.
As needed, hypomere 1, stage casing 2 are identical with the wall thickness of epimere 3, hypomere 1, stage casing 2 and 3 wall thickness of epimere be 4cm extremely
8cm.So, it is easy to preferably be fixed on building.
As needed, a diameter of 3cm to 5cm of steel pipe 4, the wall thickness of steel pipe 4 is 0.5cm to 1cm.So, in order to more preferable
Reduction lee face stabilizing vortex wind speed.
As shown in Figure 1, for the ease of installing/dismounting, hypomere 1 and stage casing 2 are fixed together by flange, stage casing 2
It is fixed together by flange with epimere 3.
As shown in Figure 1, steel pipe 4 is welded on the outer wall of lightning rod body.So, preferably steel pipe 4 can be fixed.
Above technical characteristic constitutes highly preferred embodiment of the present invention, and which has stronger adaptability and optimal enforcement effect
Really, non-essential technical characteristic can be increased and decreased according to actual needs, meets the demand of different situations.
Claims (9)
1. a kind of mitigate wind-induced vibration steel pipe lightning rod, it is characterised in that including lightning rod body and steel pipe, in lightning rod sheet
On body, coiling is fixed with steel pipe from bottom to top.
2. according to claim 1 mitigate wind-induced vibration steel pipe lightning rod, it is characterised in that under lightning rod body includes
Section, stage casing and epimere, hypomere and stage casing are fixedly installed togather, and stage casing and epimere are fixedly installed togather, hypomere, stage casing and on
Section links together tapered structure.
3. according to claim 2 mitigate wind-induced vibration steel pipe lightning rod, it is characterised in that hypomere, stage casing and epimere
Wall thickness is identical, and hypomere, stage casing and epimere wall thickness are 4cm to 8cm.
4. according to claim 1 or 2 or 3 mitigation wind-induced vibration steel pipe lightning rod, it is characterised in that the diameter of steel pipe
For 3cm to 5cm, the wall thickness of steel pipe is 0.5cm to 1cm.
5. according to Claims 2 or 3 mitigation wind-induced vibration steel pipe lightning rod, it is characterised in that hypomere and stage casing pass through
Flange is fixed together, and stage casing and epimere are fixed together by flange.
6. according to claim 1 or 2 or 3 mitigation wind-induced vibration steel pipe lightning rod, it is characterised in that steel-pipe welding exists
On the outer wall of lightning rod body.
7. according to claim 4 mitigate wind-induced vibration steel pipe lightning rod, it is characterised in that steel-pipe welding is in lightning rod
On the outer wall of body.
8. according to claim 5 mitigate wind-induced vibration steel pipe lightning rod, it is characterised in that steel-pipe welding is in lightning rod
On the outer wall of body.
9. according to claim 6 mitigate wind-induced vibration steel pipe lightning rod, it is characterised in that steel-pipe welding is in lightning rod
On the outer wall of body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201611045742.1A CN106486892B (en) | 2016-11-24 | 2016-11-24 | Mitigate the steel pipe lightning rod of wind-induced vibration |
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CN201611045742.1A CN106486892B (en) | 2016-11-24 | 2016-11-24 | Mitigate the steel pipe lightning rod of wind-induced vibration |
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Publication Number | Publication Date |
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CN106486892A true CN106486892A (en) | 2017-03-08 |
CN106486892B CN106486892B (en) | 2018-03-27 |
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CN201611045742.1A Active CN106486892B (en) | 2016-11-24 | 2016-11-24 | Mitigate the steel pipe lightning rod of wind-induced vibration |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107732667A (en) * | 2017-11-22 | 2018-02-23 | 郑州大学 | Mitigate the steel pipe lightning rod of vortex-induced vibration |
CN107819273A (en) * | 2017-11-22 | 2018-03-20 | 郑州大学 | A kind of herringbone column's substation framework steel pipe lightning rod for mitigating wind-induced vibration |
CN107979056A (en) * | 2017-11-23 | 2018-05-01 | 国网河南省电力公司电力科学研究院 | A kind of wind resistance reinforcement means of substation architecture lightning rod |
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 |
CN109768474A (en) * | 2018-11-13 | 2019-05-17 | 国网甘肃省电力公司电力科学研究院 | The method for avoiding Vortex-excited vibration from influencing steel pipe lightning rod mechanical strength |
CN110165560A (en) * | 2019-06-05 | 2019-08-23 | 国家电网有限公司 | A kind of anti-lighting arrester of roof of transformer substation |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103321468A (en) * | 2013-06-08 | 2013-09-25 | 国家电网公司 | Guyed triangular truss wind measuring tower |
CN205622045U (en) * | 2016-04-21 | 2016-10-05 | 华信咨询设计研究院有限公司 | Can eliminate safety protection lightning rod that swirl drops |
CN206180378U (en) * | 2016-11-24 | 2017-05-17 | 国网新疆电力公司电力科学研究院 | Alleviate steel pipe lightning rod of charming appearance and behaviour vibration |
-
2016
- 2016-11-24 CN CN201611045742.1A patent/CN106486892B/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103321468A (en) * | 2013-06-08 | 2013-09-25 | 国家电网公司 | Guyed triangular truss wind measuring tower |
CN205622045U (en) * | 2016-04-21 | 2016-10-05 | 华信咨询设计研究院有限公司 | Can eliminate safety protection lightning rod that swirl drops |
CN206180378U (en) * | 2016-11-24 | 2017-05-17 | 国网新疆电力公司电力科学研究院 | Alleviate steel pipe lightning rod of charming appearance and behaviour vibration |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107732667A (en) * | 2017-11-22 | 2018-02-23 | 郑州大学 | Mitigate the steel pipe lightning rod of vortex-induced vibration |
CN107819273A (en) * | 2017-11-22 | 2018-03-20 | 郑州大学 | A kind of herringbone column's substation framework steel pipe lightning rod for mitigating wind-induced vibration |
CN107979056A (en) * | 2017-11-23 | 2018-05-01 | 国网河南省电力公司电力科学研究院 | A kind of wind resistance reinforcement means of substation architecture lightning rod |
CN109768474A (en) * | 2018-11-13 | 2019-05-17 | 国网甘肃省电力公司电力科学研究院 | The method for avoiding Vortex-excited vibration from influencing steel pipe lightning rod mechanical strength |
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 |
CN110165560A (en) * | 2019-06-05 | 2019-08-23 | 国家电网有限公司 | A kind of anti-lighting arrester of roof of transformer substation |
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