CN204532670U - The suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit - Google Patents
The suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit Download PDFInfo
- Publication number
- CN204532670U CN204532670U CN201520147640.5U CN201520147640U CN204532670U CN 204532670 U CN204532670 U CN 204532670U CN 201520147640 U CN201520147640 U CN 201520147640U CN 204532670 U CN204532670 U CN 204532670U
- Authority
- CN
- China
- Prior art keywords
- blowdown pipe
- hydropower station
- suspending apparatus
- large hydropower
- strut
- 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.)
- Expired - Fee Related
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Hydraulic Turbines (AREA)
Abstract
The suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit, lower blowdown pipe is located in the runner of Large Hydropower Station, lower blowdown pipe upper end is connected by flange and middle blowdown pipe, under a kind of fixing large hydropower station unit of suspending apparatus, the suspending apparatus of blowdown pipe end comprises retaining ring, Fixing shrink ring is in the lower end of lower blowdown pipe, strut is heavy straight in retaining ring, and strut one end contacts with runner inwall, the other end contacts with retaining ring.The utility model has the advantage of, fixedly decreased the vibration of lower blowdown pipe end by hoop, improve the lower end fixed stability of blowdown pipe, decrease the cost of overhaul, improve the reliability of unit long-term safety stable operation; Only providing support in level by arranging strut, not providing support at vertical, under energy Timeliness coverage, blowdown pipe comes off.
Description
Technical field
The utility model relates to blowdown pipe fixing device under a kind of large hydropower station unit, particularly the suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit.
Background technique
Large hydropower station unit all has macro-axis nature making-up air device according to design, tonifying Qi mouth of pipe one end is arranged on draft tube deck, blowdown pipe is by water turbine, generator's motor shaft center, the other end is positioned at web, its effect reduces water turbine cavitation and unit vibration, but different manufacturers produce unit, blowdown pipe extend position slightly difference.
The blowdown pipe of large hydropower station water turbine set can be divided into 3 joints, is the lower blowdown pipe in runner respectively, the middle blowdown pipe in turbine shaft and generator shaft, the upper blowdown pipe in rotor center part and upper shaft.End extends to runner crown lowest part, and its last section blowdown pipe is connected with macro-axis seal diaphragm by flange in web, and the other end is unsettled.Owing to installing, perpendicularity is bad adds the factor impacts such as flow-shape disorder to this overhung construction, easily produces the problem that blowdown pipe end comes off, brings hidden danger to the safe and stable operation of unit.
In order to solve the problem that end comes off, or adopt as in Fig. 1, namely descend blowdown pipe to extend to runner crown lowest part at blowdown pipe end, its last section blowdown pipe is connected with macro-axis seal diaphragm by flange in web, and the other end is unsettled.This technological scheme major defect: this overhung construction stability only by flange bolt connection is not high, add owing to installing the factor impacts such as disorderly current below the bad and runner of perpendicularity, make lower blowdown pipe free end swing on the one hand to increase, and then cut off connecting bolt, lower end blowdown pipe is caused to come off, after coming off, increase the weight of flanged surface corrosion serious; On the other hand when unit is in unstable period, add unit vibration and Pressure Fluctuation in Draft Tube simultaneously, increase the weight of runner cavitation erosion, if can not solve in time, bring hidden danger can to the safe and stable operation of unit.
Or adopt as in Fig. 2, install three supporting legs additional, i.e. three isometrical isometric steel pipes at lower blowdown pipe bottom welding.This technological scheme major defect: after three supporting legs weld with unsettled section of lower blowdown pipe, supporting leg and runner and blowdown pipe define and are rigidly connected, without revolution gap, after unit oepration at full load, the High Rotation Speed of runner drives the rotation together of lower blowdown pipe and supporting leg simultaneously, add that the flow-shape below runner is disorderly, the rotating energy of current is very large, current form greater impact to lower blowdown pipe and supporting leg, thus cause the vibration of lower blowdown pipe and supporting leg, due to round steel pipe and runner and lower blowdown pipe weld laminating degree not high, unit is after long-time continuous is run, weld is progressively torn and then is disconnected, lower blowdown pipe is finally caused to come off, as can not Timeliness coverage, hidden danger can be brought to the safe and stable operation of unit.
Summary of the invention
For above technical problem, be the vibration fixedly being decreased lower blowdown pipe end by hoop invention order of the present utility model, improve the lower end fixed stability of blowdown pipe, decrease the cost of overhaul, improve the reliability of unit long-term safety stable operation.Being only to provide support in level by arranging strut another invention order of the utility model, not providing support at vertical, under energy Timeliness coverage, blowdown pipe comes off.
The technological scheme realizing the present utility model order ground is, in large hydropower station unit, lower blowdown pipe is located in the runner of Large Hydropower Station, lower blowdown pipe upper end is connected by flange and middle blowdown pipe, under a kind of fixing large hydropower station unit, the suspending apparatus of blowdown pipe end comprises retaining ring, Fixing shrink ring is in the lower end of lower blowdown pipe, and strut is heavy straight in retaining ring, and strut one end contacts with runner inwall, the other end contacts with retaining ring.
Further, retaining ring side surface is provided with attachment hole, and strut one end can be inserted in attachment hole.
Further, strut is contacted with runner inwall by top iron.
All right, top iron comprises connecting body and is provided with the fixed groove on connecting body, and strut one end can be fixed in fixed groove, and connecting body is right angle trigonometry body, and fixed groove is located at the right angle of right angle trigonometry body.
Further, strut comprises interior bar and is enclosed within the outer bar of interior bar two end, and outer bar can internally bar slip mutually.
Further, lower blowdown pipe is provided with damping ring, and damping ring is connected on runner inwall by link.
All right, damping ring is made up of rubber.
All right, be provided with multiple air bag in damping ring, air bag is provided with pressure sensitive film, controller receives pressure sensitive film data.
The utility model has the advantage of, after under large-sized water turbine unit, blowdown pipe employs the utility model reinforcing device., under large-sized water turbine unit, the service cycle of blowdown pipe extends greatly, from last October after Three Gorges Dam Left Bank Hydropower Station changes the utility model, and the phenomenon that end discovery so far comes off.
Under large-sized water turbine unit, damping ring established by blowdown pipe, lower blowdown pipe partial vibration strength can be absorbed by the effect of damping ring, alleviate the impact of vibration force on lower blowdown pipe and middle blowdown pipe connection part, be provided with multiple air bag in damping ring simultaneously, damping ring is when by lower blowdown pipe vibration, ceaselessly can change the pressure of different bladder, instantly when blowdown pipe is connected normal with middle blowdown pipe, the force value change of different bladder in vibration is roughly equal, if lower blowdown pipe and middle blowdown pipe attachment portion are separated or occur coming off, the force value change of different bladder in vibration is then made to occur uneven change.
Accompanying drawing explanation
Fig. 1 is prior art one of the present utility model.
Fig. 2 is prior art two of the present utility model.
Fig. 3 is structural representation of the present utility model.
Fig. 4 is retaining ring structural representation.
Fig. 5 is A-A sectional schematic diagram in Fig. 4.
Fig. 6 is top iron construction schematic diagram.
Fig. 7 is the preferred schematic diagram of strut.
Fig. 8 is damping ring structural representation.
Fig. 9 is the B-B sectional schematic diagram of Fig. 8.
Figure 10 is circuit connection diagram in damping ring.
As in figure, lower blowdown pipe 1, runner 2, middle blowdown pipe 3, retaining ring 4, strut 5, attachment hole 6, top iron 7, connecting body 8, fixed groove 9, interior bar 10, outer bar 11, link 12, air bag 13, pressure sensitive film 14, damping ring 15, controller 16.
Embodiment
As in Fig. 3, the suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit, lower blowdown pipe 1 is located in the runner 2 of Large Hydropower Station, lower blowdown pipe 1 upper end is connected by flange and middle blowdown pipe 3, it is characterized in that: described suspending apparatus comprises retaining ring 4, retaining ring 4 is enclosed within the lower end of lower blowdown pipe 1, strut 5 is heavy straight in retaining ring 4, as Fig. 4, in 5, retaining ring 4 side surface is provided with attachment hole 6, strut 5 one end can be inserted in attachment hole 6, as in Fig. 6, top iron 7 comprises connecting body 8, and the fixed groove 9 be located on connecting body 8, strut 6 one end can be fixed in fixed groove 9, connecting body 8 is right angle trigonometry body, fixed groove 9 is located at the right angle of right angle trigonometry body, strut 5 one end contacts with runner 2 inwall with top iron 7, the other end contacts with retaining ring 4, during installation, first retaining ring 4 is enclosed within lower tonifying Qi management system 1, again strut one end is inserted in attachment hole 6 (welding manner can be adopted to connect), the other end is placed in the fixed groove 9 of top iron 7, then top iron 7 is welded on the inwall of runner 2.
Preferably, as in Fig. 7, strut 5 comprises interior bar 10, and be enclosed within the outer bar 11 of interior bar 10 2 end, outer bar 11 can slide by internal bar 10 mutually, outer bar 11 can insert attachment hole 6 respectively or put into fixed groove 9, by regulating the spacing between two outer bars 11, can improve or reduce outer bar 11 and retaining ring 4, the contact strength of top iron 9, when hydroelectric machine works, distance between two outer bars 11 is increased or spacing both keeping by jack or hydraulic equipment, when needing repairing, the support force between two outer bars 11 can be removed, reduce the distance between two outer bars 11, outer bar 11 spacing reduces retaining ring 4 and supports minimizing by external force, if lower blowdown pipe 1 ruptures with middle blowdown pipe 3, can very easily find.
Preferred as in Fig. 8 Fig. 9, lower blowdown pipe 3 is provided with damping ring 15, damping ring 15 is connected on runner 2 inwall by link 12, damping ring 15 is made up of rubber, be provided with multiple air bag 13 in damping ring 15 and be provided with pressure sensitive film 14 on air bag 13, as in Figure 10, controller 16 receives pressure sensitive film 14 data, pressure sensitive film 14 is by air bag 13 real-time pressure value input control device 16, the classification of the force value of same air bag 13 is deposited by controller 16, and calculate the difference of its change, within the mutually same break time, the change of different bladder 13 force value is value is identical, then show lower blowdown pipe 3 and middle blowdown pipe stable connection, if within the mutually same break time, the change of different bladder 13 force value is value is not identical, then show that lower blowdown pipe 3 is connected instability with middle blowdown pipe, operator can be reminded to check tie point in time.
Claims (8)
1. the suspending apparatus of blowdown pipe end under a fixing large hydropower station unit, lower blowdown pipe (1) is located in the runner (2) of Large Hydropower Station, lower blowdown pipe (1) upper end is communicated with middle blowdown pipe (3) by flange, it is characterized in that: described suspending apparatus comprises retaining ring (4), retaining ring (4) is enclosed within the lower end of lower blowdown pipe (1), strut (5) is heavy straight in retaining ring (4), and strut (5) one end contacts with runner (2) inwall, the other end contacts with retaining ring (4).
2. the suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit according to claim 1, it is characterized in that: described retaining ring (4) side surface is provided with attachment hole (6), strut (5) one end can be inserted in attachment hole (6).
3. the suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit according to claim 1, is characterized in that: described strut (5) is contacted with runner (2) inwall by top iron (7).
4. the suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit according to claim 3, it is characterized in that: described top iron (7) comprises connecting body (8) and is located at the fixed groove (9) on connecting body (8), strut (6) one end can be fixed in fixed groove (9), connecting body (8) is right angle trigonometry body, and fixed groove (9) is located at the right angle of right angle trigonometry body.
5. the suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit according to claim 1, it is characterized in that: described strut (5) comprises interior bar (10) and is enclosed within the outer bar (11) of interior bar (10) two end, outer bar (11) can internally bar (10) slip mutually.
6. the suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit according to claim 1, it is characterized in that: described lower blowdown pipe (3) is provided with damping ring (15), and damping ring (11) is connected on runner (2) inwall by link (12).
7. the suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit according to claim 6, is characterized in that: described damping ring (15) is made up of rubber.
8. the suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit according to claim 6, it is characterized in that: be provided with multiple air bag (13) in described damping ring (15) and be provided with pressure sensitive film (14) on air bag (13), controller (16) receives pressure sensitive film (14) data.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520147640.5U CN204532670U (en) | 2015-03-16 | 2015-03-16 | The suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520147640.5U CN204532670U (en) | 2015-03-16 | 2015-03-16 | The suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204532670U true CN204532670U (en) | 2015-08-05 |
Family
ID=53746681
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520147640.5U Expired - Fee Related CN204532670U (en) | 2015-03-16 | 2015-03-16 | The suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204532670U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104728022A (en) * | 2015-03-16 | 2015-06-24 | 中国长江电力股份有限公司 | Suspended device for fixing tail end of lower blowdown pipe of large hydropower station unit |
-
2015
- 2015-03-16 CN CN201520147640.5U patent/CN204532670U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104728022A (en) * | 2015-03-16 | 2015-06-24 | 中国长江电力股份有限公司 | Suspended device for fixing tail end of lower blowdown pipe of large hydropower station unit |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102633208B (en) | Disassembling tool table for disassembling engine brake | |
| CN103541365A (en) | Hoop type adjustable head used for inner support of foundation pit engineering and construction method thereof | |
| CN208292485U (en) | TBM headstock turnniing over and lifting device | |
| CN204532670U (en) | The suspending apparatus of blowdown pipe end under a kind of fixing large hydropower station unit | |
| CN206816277U (en) | A kind of shield section service channel portal abolishes spiral prestress stent | |
| CN104728022A (en) | Suspended device for fixing tail end of lower blowdown pipe of large hydropower station unit | |
| CN204739415U (en) | Segmentation high pressure rubber membrane canned type gas holder sealing device | |
| CN205393933U (en) | Shield constructs dismouting device in quick -witted screw conveyer hole | |
| CN207090912U (en) | A kind of hydraulic jacking device being flip-chip mounted for reducer among medium-and-large-sized case tank | |
| CN104555830A (en) | Novel method of inversion construction process of fixed top cylindrical vertical type storage tank | |
| CN201059239Y (en) | Poly-corrugated elastic oil tank | |
| CN104864260A (en) | Sealing device for one-section type high-pressure rubber membrane sealing type gas holder | |
| CN203298984U (en) | Tower crane general test platform | |
| CN203788069U (en) | Hydro generator stator base plate structure | |
| CN206015628U (en) | Combination type for pressure penstock installation in hole is unloaded arc bracket assembly from jacking | |
| CN205600210U (en) | Foundation ring turning rolls | |
| CN107352464A (en) | A kind of hydraulic jacking device being flip-chip mounted for reducer among medium-and-large-sized case tank | |
| CN208366538U (en) | A kind of device for generator amature brake oil test | |
| CN107419895A (en) | Construction joint control device and construction method thereof | |
| CN207019826U (en) | Large-diameter shield reaction frame axle power monitoring device | |
| CN207210974U (en) | One kind is used for steel pipe arch bridge suspender replacement device | |
| CN106402541A (en) | Sealing structure for independent support and pressure bearing shell in wind tunnel | |
| CN205937755U (en) | Toggle support of trinity speed reducer | |
| CN201474847U (en) | Mainframe of horizontal axis wind generating set | |
| CN205313855U (en) | Balanced ring vacuum filling device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150805 Termination date: 20190316 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |