CN203248589U - Shock-insulating and energy-dissipating device of extra-high voltage converter transformer - Google Patents

Shock-insulating and energy-dissipating device of extra-high voltage converter transformer Download PDF

Info

Publication number
CN203248589U
CN203248589U CN 201320174670 CN201320174670U CN203248589U CN 203248589 U CN203248589 U CN 203248589U CN 201320174670 CN201320174670 CN 201320174670 CN 201320174670 U CN201320174670 U CN 201320174670U CN 203248589 U CN203248589 U CN 203248589U
Authority
CN
China
Prior art keywords
shock
energy
rubber layer
steel plate
dissipating device
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.)
Withdrawn - After Issue
Application number
CN 201320174670
Other languages
Chinese (zh)
Inventor
陈传新
陈寅
陈俊
吴必华
陈一军
张华�
郑威
刘素丽
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Power Engineering Consultant Group Central Southern China Electric Power Design Institute Corp
Original Assignee
China Power Engineering Consultant Group Central Southern China Electric Power Design Institute Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Power Engineering Consultant Group Central Southern China Electric Power Design Institute Corp filed Critical China Power Engineering Consultant Group Central Southern China Electric Power Design Institute Corp
Priority to CN 201320174670 priority Critical patent/CN203248589U/en
Application granted granted Critical
Publication of CN203248589U publication Critical patent/CN203248589U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a shock-insulating and energy-dissipating device of an extra-high voltage converter transformer. The shock-insulating and energy-dissipating device of the extra-high voltage converter transformer comprises a plurality of shock-insulating supports, wherein each shock-insulating support is provided with horizontally arranged steel plates and thin rubber layers which are arranged at intervals from top to bottom, a central hole is formed in the center of each shock-insulating support, and a lead core is arranged in each central hole. The shock-insulating and energy-dissipating device of the extra-high voltage converter transformer is further characterized by comprising a base valve plate shaped like the Chinese character 'tian', upper connecting plates and lower connecting plates, wherein the base valve plate is composed of steel beams, the shock-insulating supports are installed on steel beam nodes of the base valve plate, the upper connecting plates and the lower connecting plates are vertically parallel with each other, and the upper surface and the lower surface of each shock-insulating support are connected with the center of each upper connecting plate and the center of each lower connecting plate respectively. The shock-insulating and energy-dissipating device of the extra-high voltage converter transformer guarantees stability, is smaller in horizontal intensity, can improve the shock-absorbing effect of shock insulation, has the functions of soft limiting and falling prevention, and is guaranteed to be safe when exceeding the fortification intensity. Besides, when a shock insulation device fails to work, the shock-insulating and energy-dissipating device of the extra-high voltage converter transformer still has a certain effect of shock reduction, is safe under the condition of failures, is low in construction cost, is simple to construct, and has good social benefits.

Description

The UHV shock-absorbing and energy-dissipating device
Technical field
The utility model relates to shockproof, antidetonation, the seismic isolation technology field of building, structure and equipment, specifically refers to a kind of UHV shock-absorbing and energy-dissipating device.
Background technique
Converter power transformer is electrical equipment most crucial in the DC transmission engineering, converter power transformer has the advantages that volume is large, quality is large, porcelain bushing shell is longer, under geological process (particularly under the high-intensity earthquake effect), larger seismic force and displacement will be produced, cause the destruction of converter power transformer, threaten the security of operation of converter power transformer, directly cause economic heavy losses, more important is to cause indirectly economic heavy losses and casualties, as affects the earthquake relief work work after the earthquake and produce secondary disaster.By the investigation to domestic and international repeatedly violent earthquake disaster, occured both at home and abroad that a lot of main transformer of transformer substations topple when earthquake, the fracture of slippage and porcelain bushing shell etc., so the anti-seismic problem of transformer is one of the study hotspot in civil engineering, earthquake engineering and electrical engineering field always.Traditional anti-shock methods is intensity, the rigidity that adopts raising equipment, resist geological process, under geological process, this kind method may be damaged under fortification intensity, and cause that unavoidably distance between the toppling of converter power transformer body, slip, fuel tank and device body changes the fault that causes, catches fire or casing failure in that super fortification intensity effect is next, simultaneously, because acceleration ratio is larger, be easier to cause the on fire of converter power transformer.Therefore, for seismic losses mitigation, improve the earthquake safety of UHV and the isolation energy dissipation damping control of carrying out equipment is very important.
Summary of the invention
The purpose of this utility model will provide exactly that a kind of stability is high, good damping effect, has the UHV shock-absorbing and energy-dissipating device of soft spacing and anti-fall function.
For achieving the above object, the UHV shock-absorbing and energy-dissipating device that the utility model provides, comprise a plurality of damping supports, described damping support is interval with steel plate and the thin rubber layer of horizontal arrangement from top to bottom, the center of described damping support is provided with center hole, be provided with lead for retractable pencil in the described center hole, its special way is: also be provided with the sphere of movements for the elephants shape basis valve plate that girder steel forms, described a plurality of damping supports are installed on the steel beam joint of basic valve plate; Also be provided with up and down parallel upper junction plate and lower connecting plate, the above and below of described damping support is connected with the center of upper junction plate, lower connecting plate respectively.
As preferred version, also be provided with four limit stoper between described upper junction plate and the lower connecting plate, described limit stoper is for being connected successively by the first thin rubber layer, the first steel plate, the first rubber layer and the envelope steel plate left-to-right of being connected and being sulfided into integrative-structure by High Temperature High Pressure, described limit stoper upper and lower end is connected with upper junction plate, lower connecting plate respectively, described limit stoper be positioned at damping support around and centered by damping support, be arranged symmetrically with.
Further, the mid point of described upper junction plate four edges is provided with anti-drop device; Described anti-drop device is by the second thin rubber layer, the second steel plate, the second rubber layer and be connected on the envelope steel plate and connect successively and be sulfided into integrative-structure by High Temperature High Pressure to lower.
Further, the Thickness Ratio of the Thickness Ratio of described the first thin rubber layer and the first rubber layer and the second thin rubber layer and the second rubber layer is 1:10; Described the first envelope steel plate and the second envelope steel plate are equipped with the connecting bolt hole.
Further, described damping support also is provided with up and down parallel upper envelope steel plate, lower seal steel plate and rubber wall, described upper envelope steel plate, lower seal steel plate and rubber wall are all around enclosed the formation housing structure, are interval with four layers of steel plate and five layers of thin rubber layer of horizontal arrangement in the described housing structure from top to bottom.
The utility model has the advantage of: this device and the damping support of using are at present compared, and when guaranteeing stability, horizontal rigidity is less, can improve the damping effect of shock insulation.Have soft spacing and anti-fall function, can guarantee shock-absorbing and energy-dissipating device in the super safety of sending out geological process, and when shock-proof device lost efficacy, still have certain damping effect, have the function of Fail safe.This novel UHV shock-absorbing and energy-dissipating device cost is lower, simple for structure, handsome in appearance, construction is simple, has good economy, environmental and social benefits.
The utility model is a kind of UHV shock-absorbing and energy-dissipating device with limit function, anti-drop, energy dissipation capacity, bottom surface pressure, low-level rigidity, it is handsome in appearance, simple in structure, stable performance, cost are relatively cheap, construction and installation are easy, can be conveniently used in the shock insulation energy-dissipating and shock-absorbing of UHV, greatly improve the earthquake safety that improves UHV, guarantee that particularly UHV is in the super safety of sending out under the geological process.
Description of drawings
Fig. 1 is vertical position structural representation of the present utility model.
Fig. 2 is plan-position of the present utility model structural representation.
Fig. 3 is structural representation of the present utility model.
Fig. 4 is that A-A of Fig. 3 is to cross-sectional view.
Fig. 5 is the structural representation of the spacing anti-drop device of the utility model.
Fig. 6 is the structural representation of the utility model collision limit stoper.
Fig. 7 is the collision limit device structure schematic representation behind the utility model collision deformation.
Fig. 8 is the structural representation of the utility model anti-drop device.
Fig. 9 is the distressed structure schematic representation of anti-drop device after the utility model shock-absorbing and energy-dissipating device lost efficacy.
Among the figure: damping support 1, steel plate 2, thin rubber layer 3, center hole 4, lead for retractable pencil 5, basic valve plate 6, steel beam joint 60, upper junction plate 7, lower connecting plate 8, limit stoper 9,, the first thin rubber layer 91, the first steel plate 92, the first rubber layer 93, the first envelope steel plate 94, anti-drop device 10, the second thin rubber layer 101, the second steel plate 102, the second rubber layer 103, the second envelope steel plate 104, connecting bolt hole 11, upper envelope steel plate 12, lower seal steel plate 13, rubber wall 14, converter power transformer 15, reinforced concrete foundation 16, armoured concrete slab 17.
Embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
UHV shock-absorbing and energy-dissipating device shown in Fig. 1 ~ 2, comprise a plurality of damping supports 1, damping support 1 is interval with steel plate 2 and the thin rubber layer 3 of horizontal arrangement from top to bottom, the center of damping support 1 is provided with center hole 4, be provided with lead for retractable pencil 5 in the center hole 4, it is characterized in that: also be provided with the sphere of movements for the elephants shape basis valve plate 6 that girder steel forms, a plurality of damping supports 1 are installed on the steel beam joint 60 of basic valve plate 6; Also be provided with up and down parallel upper junction plate 7 and lower connecting plate 8, the above and below of damping support 1 is connected with the center of upper junction plate 7, lower connecting plate 8 respectively.
Shown in Fig. 3 ~ 5, also be provided with four limit stoper 9 between upper junction plate 7 and the lower connecting plate 8, limit stoper 9 is for being connected successively by the first thin rubber layer 91, the first steel plate 92, the first rubber layer 93 and envelope steel plate 94 left-to-right of being connected and being sulfided into integrative-structure by High Temperature High Pressure, limit stoper 9 upper and lower end are connected with upper junction plate 7, lower connecting plate 8 respectively, limit stoper 9 be positioned at damping support 1 around and centered by damping support 1, be arranged symmetrically with; The mid point of upper junction plate 7 four edges is provided with anti-drop device 10; Anti-drop device 10 is by the second thin rubber layer 101, the second steel plate 102, the second rubber layer 103 and be connected on the envelope steel plate 104 and connect successively and be sulfided into integrative-structure by High Temperature High Pressure to lower.
Shown in Fig. 6 ~ 9, the Thickness Ratio of the Thickness Ratio of the first thin rubber layer 91 and the first rubber layer 93 and the second thin rubber layer 101 and the second rubber layer 103 is 1:10; The first envelope steel plate 94 and the second envelope steel plate 104 are equipped with connecting bolt hole 11.
As shown in Figure 4, damping support 1 also is provided with up and down parallel upper envelope steel plate 12, lower seal steel plate 13 and rubber wall 14, upper envelope steel plate 12, lower seal steel plate 13 and rubber wall all around 14 are enclosed the formation housing structure, are interval with four layers of steel plate 2 and five layers of thin rubber layer 3 of horizontal arrangement in the housing structure from top to bottom.
The beneficial effects of the utility model are as follows:
One, novel UHV shock-absorbing and energy-dissipating device horizontal rigidity are little, and converter power transformer is had good damping effect.Shock-absorbing and energy-dissipating device for converter power transformer is not yet arranged at present.The utility model proposes a kind of novel UHV shock-absorbing and energy-dissipating device first, the rubber earthquake isolation support individual layer rubber layer thickness that it adopts is more than the twice of rubber earthquake isolation support for building, total height remains unchanged, unidimensional novel shock-absorbing and energy-dissipating device is that rubber earthquake isolation support for building is below 0.5 times, can effectively reduce the horizontal rigidity of damping support, significantly improve the earthquake isolation effect to UHV, and stability be substantially constant.
Two, novel UHV shock-absorbing and energy-dissipating device has limit function, can guarantee shock insulation UHV stablizing under super earthquake intensity geological process.The UHV shock-proof device of using does not at present have spacing function, and when super earthquake occured, shock-proof device might exceed the shock-proof device extreme displacement, causes unstability, failure.And this novel UHV shock-absorbing and energy-dissipating device is by arranging soft limit stoper, is implemented in superly when sending out geological process, and the displacement of " soft " restriction shock-absorbing and energy-dissipating device guarantees the stable of shock-absorbing and energy-dissipating device.
Three, novel UHV shock-absorbing and energy-dissipating device has anti-drop, can guarantee the vertical stability of shock insulation UHV under super earthquake intensity geological process, and after shock-absorbing and energy-dissipating device lost efficacy, still has certain damping effect.The UHV shock-proof device of using at present is when vertical unstability, and then converter power transformer will fall from damping support, cause the destruction of converter power transformer.
Four, novel UHV shock-absorbing and energy-dissipating device cost is low.If shock-absorbing and energy-dissipating device directly adopt common buildings with damping support to the UHV shock insulation, in order to reduce the horizontal rigidity of shock-proof device, usually adopt the mode of series parallel connection damping support to the UHV shock insulation, each shock-proof device is then minimum like this forms (damping support is two-layer, four every layer) by 8 above damping supports.And the damping support that this novel UHV shock-absorbing and energy-dissipating device adopts is comprised of single damping support, then reduces by a relatively large margin engineering cost.
Working principle of the present utility model and process are as follows: this installs between UHV and basic raft plate, shock insulation energy-dissipating device top is connected with UHV by precast reinforced concrete beam plate or girder steel, the bottom directly is connected with basic raft plate, adopt this scheme can make the arrangement of shock insulation energy-dissipating device not be subjected to top UHV equipment shape limitation, be convenient to the standardization of arrangement, 9 independently shock insulation energy-dissipating devices are set under each UHV of this arrangement.
Each novel shock-absorbing and energy-dissipating device presses damping support and four spacing anti-drop devices to form by a low rigidity, bottom surface, by upper lower connecting plate and converter power transformer ground be connected the raft plate top surface and be connected.Under geological process, after the displacement of isolation energy dissipation bearing reached predetermined displacement, the thickening envelope steel plate of damping support was with the soft collision limit stoper, and the Horizontal displacement of restriction shock-absorbing and energy-dissipating device prevents the excessive unstability that causes of isolation energy dissipation bearing Horizontal displacement.
Each spacing anti-drop device is comprised of a limit stoper and an anti-drop device.After the isolation energy dissipation bearing reached predetermined displacement, the envelope steel plate was with the thin rubber of " soft " collision limit stoper, and a nearly step evenly is delivered to the thick rubber layer of limit stoper by steel plate.After the limit stoper compressive strain, rigidity can be increasing, the Horizontal displacement of restriction shock-absorbing and energy-dissipating device.
Damping support in the shock insulation energy-dissipating device loses vertical stability, and after the inefficacy, then the top converter power transformer is then by the anti-drop device vertical supporting, when falling, anti-drop device is supported by the thin rubber of anti-drop device first, plays buffer function, then is delivered to thick rubber layer, cause thick rubber layer vertical deformation, along with distortion increases, rigidity is increasing, the restriction vertical deformation, anti-drop device can produce shear deformation in the horizontal direction simultaneously, and substantially horizontal plays cushioning effect.
Damping support of the present utility model has bottom surface pressure, end horizontal rigidity.It adopts the individual layer rubber layer thickness is more than the twice of rubber earthquake isolation support for building, total height remains unchanged, unidimensional novel shock-absorbing and energy-dissipating device is that rubber earthquake isolation support for building is below 0.5 times, therefore can effectively reduce the horizontal rigidity of damping support, thereby improve the earthquake isolation effect to UHV, and stability is substantially constant.
Limit stoper mainly is the Horizontal displacement of restriction shock-absorbing and energy-dissipating device shock-proof device under super fortification intensity, prevents the excessive and unstability of Horizontal displacement.After the isolation energy dissipation bearing reaches predetermined displacement, the envelope steel plate is with the thin rubber of " soft " collision limit stoper, the thin rubber layer is made by G3 rubber, a nearly step evenly is delivered to the thick rubber layer of limit stoper by steel plate, after thick rubber layer (being made by the G4 rubber) compressive strain, rigidity can be increasing, the Horizontal displacement of restriction shock-absorbing and energy-dissipating device, thereby keep shock-absorbing and energy-dissipating device when " soft " is spacing, guarantee the stable of shock-absorbing and energy-dissipating device.Limit stoper is connected to the envelope steel plate on the spacing anti-drop device by bolt.
Anti-drop device is comprised of thin layer rubber (G3 rubber), one deck laminated steel plate and envelope steel plate.After lead for retractable pencil shock-proof device in the novel shock-absorbing and energy-dissipating device lost efficacy, the top converter power transformer is with the Contact Thin rubber layer, " soft " of realizing converter power transformer falls, converter power transformer gravity evenly is delivered to thick rubber layer by steel plate, thick rubber layer vertical deformation, rigidity is increasing, the restriction vertical deformation, anti-drop device can produce shear deformation in the horizontal direction simultaneously, and substantially horizontal plays cushioning effect.When therefore anti-drop device has anti-drop, have certain damping effect, realize that novel shock-absorbing and energy-dissipating device has the function of Fail safe.

Claims (6)

1. UHV shock-absorbing and energy-dissipating device, comprise a plurality of damping supports (1), described damping support (1) is interval with steel plate (2) and the thin rubber layer (3) of horizontal arrangement from top to bottom, the center of described damping support (1) is provided with center hole (4), be provided with lead for retractable pencil (5) in the described center hole (4), it is characterized in that: also be provided with the sphere of movements for the elephants shape basis valve plate (6) that girder steel forms, described a plurality of damping supports (1) are installed on the steel beam joint (60) of basic valve plate (6); Also be provided with up and down parallel upper junction plate (7) and lower connecting plate (8), the above and below of described damping support (1) is connected with the center of upper junction plate (7), lower connecting plate (8) respectively.
2. UHV shock-absorbing and energy-dissipating device according to claim 1, it is characterized in that: also be provided with four limit stoper (9) between described upper junction plate (7) and the lower connecting plate (8), described limit stoper (9) is by the first thin rubber layer (91), the first steel plate (92), the first rubber layer (93) be connected envelope steel plate (94) left-to-right and connect successively and be sulfided into integrative-structure by High Temperature High Pressure, described limit stoper (9) upper and lower end respectively with upper junction plate (7), lower connecting plate (8) connects, described limit stoper (9) be positioned at damping support (1) around and centered by damping support (1), be arranged symmetrically with.
3. UHV shock-absorbing and energy-dissipating device according to claim 1 and 2, it is characterized in that: the mid point of described upper junction plate (7) four edges is provided with anti-drop device (10); Described anti-drop device (10) upward is sulfided into integrative-structure to lower successively connection and by High Temperature High Pressure by the second thin rubber layer (101), the second steel plate (102), the second rubber layer (103) and the envelope steel plate (104) of being connected.
4. UHV shock-absorbing and energy-dissipating device according to claim 2 is characterized in that: the Thickness Ratio of described the first thin rubber layer (91) and the first rubber layer (93) and the second thin rubber layer (101) are 1:10 with the Thickness Ratio of the second rubber layer (103); Described the first envelope steel plate (94) and the second envelope steel plate (104) are equipped with connecting bolt hole (11).
5. UHV shock-absorbing and energy-dissipating device according to claim 3 is characterized in that: the Thickness Ratio of described the first thin rubber layer (91) and the first rubber layer (93) and the second thin rubber layer (101) are 1:10 with the Thickness Ratio of the second rubber layer (103); Described the first envelope steel plate (94) and the second envelope steel plate (104) are equipped with connecting bolt hole (11).
6. according to claim 4 or 5 described UHV shock-absorbing and energy-dissipating devices, it is characterized in that: described damping support (1) also is provided with up and down parallel upper envelope steel plate (12), lower seal steel plate (13) and rubber wall (14), described upper envelope steel plate (12), lower seal steel plate (13) and rubber wall all around (14) are enclosed the formation housing structure, are interval with four layers of steel plate (2) and five layers of thin rubber layer (3) of horizontal arrangement in the described housing structure from top to bottom.
CN 201320174670 2013-04-09 2013-04-09 Shock-insulating and energy-dissipating device of extra-high voltage converter transformer Withdrawn - After Issue CN203248589U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320174670 CN203248589U (en) 2013-04-09 2013-04-09 Shock-insulating and energy-dissipating device of extra-high voltage converter transformer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320174670 CN203248589U (en) 2013-04-09 2013-04-09 Shock-insulating and energy-dissipating device of extra-high voltage converter transformer

Publications (1)

Publication Number Publication Date
CN203248589U true CN203248589U (en) 2013-10-23

Family

ID=49375028

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320174670 Withdrawn - After Issue CN203248589U (en) 2013-04-09 2013-04-09 Shock-insulating and energy-dissipating device of extra-high voltage converter transformer

Country Status (1)

Country Link
CN (1) CN203248589U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103195854A (en) * 2013-04-09 2013-07-10 中国电力工程顾问集团中南电力设计院 Earthquake-isolation energy dissipator for ultra-high-voltage converter transformer

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103195854A (en) * 2013-04-09 2013-07-10 中国电力工程顾问集团中南电力设计院 Earthquake-isolation energy dissipator for ultra-high-voltage converter transformer
CN103195854B (en) * 2013-04-09 2015-07-01 中国电力工程顾问集团中南电力设计院有限公司 Earthquake-isolation energy dissipator for ultra-high-voltage converter transformer

Similar Documents

Publication Publication Date Title
CN205242632U (en) Vertical isolation bearing of frictional damping
CN103276829B (en) Shock-insulation supporting base composed of steel board rubber, mild steel and lead and capable of achieving three-stage energy consumption
CN102926485A (en) Support double-layer steel plate buckling resisting energy dissipation wall
CN205314138U (en) Three -dimensional isolation bearing of resistance to plucking type
CN204512284U (en) Two-way ring type tuned mass damper damping device
CN102433934A (en) Automatic-resetting multidirectional earthquake isolating bearing with C-type steel plates combined in form of Chinese character 'Mi'
CN203320721U (en) Three-stage energy dissipation shock insulation support composed of steel board rubber, soft steel and lead
CN103195854B (en) Earthquake-isolation energy dissipator for ultra-high-voltage converter transformer
CN203248589U (en) Shock-insulating and energy-dissipating device of extra-high voltage converter transformer
CN201485987U (en) Novel quakeproof panel point of building structure
CN203257962U (en) Extra-high voltage converter transformer shock insulating and limiting device
CN203096935U (en) Building shock insulation body-connected support
CN203684455U (en) Anti-seismic shear wall
CN204000914U (en) A kind of composite foundation base
CN203257961U (en) Ultra-high-voltage converter transformer shock insulation fall-preventing device
CN103174785B (en) Shock isolation and fall prevention device of ultra-high voltage converter transformer
CN102400439A (en) Converter for multifunctional shock absorbing and isolating support
CN202644725U (en) Soft steel rubber shock-proof support
CN202324243U (en) Compound seismic isolation device for high-rise large-bay masonry structure
CN203684294U (en) Anti-seismic foundation
CN202530572U (en) High-damping and shock-insulation rubber base provided with limit devices
CN204983209U (en) Lead core junked tire shock insulation pad
CN103195853B (en) UHV shock insulation stopping means
CN204803924U (en) Basis isolating device
CN106931071A (en) A kind of industrial equipment combined type shock isolating pedestal

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: CENTRAL SOUTHERN CHINA ELECTRIC POWER DESIGN INSTI

Free format text: FORMER OWNER: CENTRAL SOUTHERN CHINA ELECTRIC POWER DESIGN INSTITUTE, CHINA POWER ENGINEERING CONSULTING GROUP COR

Effective date: 20150127

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20150127

Address after: 430071 Wuchang District, Hubei, South Central Road No. two, No. 12, No.

Patentee after: Co., Ltd of Central Southern China Electric Power Design Institute, China Power Engineering Consulting Group Corporation

Address before: 702, room 430071, building A, Zhongnan Power Design Institute, 668 Democratic Road, Hubei, Wuhan

Patentee before: Central Southern China Electric Power Design Institute, China Power Engineering Consulting Group Cor

AV01 Patent right actively abandoned

Granted publication date: 20131023

Effective date of abandoning: 20150701

RGAV Abandon patent right to avoid regrant