CN108036707A - Vertical hydropower generator Load brackets deflection metrology method - Google Patents
Vertical hydropower generator Load brackets deflection metrology method Download PDFInfo
- Publication number
- CN108036707A CN108036707A CN201711241264.6A CN201711241264A CN108036707A CN 108036707 A CN108036707 A CN 108036707A CN 201711241264 A CN201711241264 A CN 201711241264A CN 108036707 A CN108036707 A CN 108036707A
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- CN
- China
- Prior art keywords
- load brackets
- generator
- ruler
- level meter
- load
- 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.)
- Pending
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Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B5/00—Measuring arrangements characterised by the use of mechanical techniques
- G01B5/30—Measuring arrangements characterised by the use of mechanical techniques for measuring the deformation in a solid, e.g. mechanical strain gauge
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B11/00—Parts or details not provided for in, or of interest apart from, the preceding groups, e.g. wear-protection couplings, between turbine and generator
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B15/00—Controlling
-
- 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
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Connection Of Motors, Electrical Generators, Mechanical Devices, And The Like (AREA)
Abstract
The invention discloses a kind of vertical hydropower generator Load brackets deflection metrology method, step 1:The top of ruler is fixed on more on Load brackets and close to generator shaft;Step 2:Level meter is fixed in concrete foundation, every level meter can observe therein one ruler;Step 3:Piston in all brakes is stretched out and jacks up generator amature, whole circle thrust is not contacted with thrust bearing shoe, and all on the brake, Load brackets do not accept the weight of generator amature to pressure to the weight of generator amature, pass through the initial position of level meter recording rule;Step 4:By the piston retraction in all brakes, brake is not contacted with generator amature, the all wt of generator amature is pressed on thrust bearing shoe by whole circle thrust, it is final to be all pressed on Load brackets, by the deformation position of level meter recording rule, the difference of deformation position and initial position is the amount of deflection changing value of Load brackets.The present invention, which has, measures the convenient, beneficial effect of high certainty of measurement.
Description
Technical field
The present invention relates to a kind of vertical hydropower generator Load brackets deflection metrology method, belong to fluid machinery and the energy
Technical field of engineering equipment.
Background technology
Today's society increasingly increases the demand of the energy, and water power is continuous as the clean energy resource being conveniently easy to get, exploitation dynamics
Increase, the capacity of the size of turbine-generator units constantly creates height.The increase of the weight of unit part dimension, proposes its reliability
New requirement.In vertical hydropower generator, Load brackets are used for placing generator amature, bear unit rotating part
Total weight, the axial hydraulic thrust of the hydraulic turbine and rack dead weight etc. are most important load bearing components.Load brackets need to have
Certain rigidity, to ensure the even running of bearing and whole rotatable parts.The wherein amount of deflection of Load brackets, is that its is most important
Performance indicator, therefore be badly in need of a kind of simple and reliable measuring method and check verification Load brackets amount of deflection at the scene, ensure unit peace
Full stable operation.
The content of the invention
The present invention is according to the above deficiency, provide a kind of vertical hydropower generator Load brackets deflection metrology method.
The technical scheme is that:
A kind of vertical hydropower generator Load brackets deflection metrology method, including:It is generator amature, generator shaft, bearing, negative
Lotus rack and concrete foundation, wherein,
Its outer ring of Load brackets is fixed on the inner ring platform of concrete foundation;
Generator amature is pressed on the outer shroud platform of concrete foundation through multiple uniformly distributed multiple brakes, and generator shaft lower part is inserted
Enter Load brackets through hole;
The whole circle thrust of the polylith of generator shaft and bearing is fixed;
The polylith thrust bearing shoe of bearing is fixed on the inner ring platform of Load brackets;
Whole circle thrust passes through oil film and thrust bearing shoe sliding contact;
Deflection metrology is carried out as follows:
Step 1:The top of ruler is fixed on more on Load brackets and close to generator shaft;
Step 2:More level meters are fixed in concrete foundation, every level meter can observe therein one ruler;
Step 3:Piston in all brakes is stretched out and jacks up generator amature, whole circle thrust does not connect with thrust bearing shoe
Touch, at this time, all on the brake, Load brackets do not accept the weight of generator amature to pressure to the weight of generator amature, pass through
The initial position of level meter recording rule;
Step 4:By the piston retraction in all brakes, brake is not contacted with generator amature, at this time, generator amature
All wt is pressed on thrust bearing shoe by whole circle thrust, final to be all pressed on Load brackets, Load brackets deformation, ruler
Move down, by the deformation position of level meter recording rule, the difference of deformation position and initial position is scratching for Load brackets
Spend changing value.
It should be noted that Load brackets have corresponding national standard, there is load adaptivity scope and around angle value requirement.
During generator normal power generation, the piston retraction in brake, brake is not contacted with generator amature, during maintenance,
During maintenance, piston, which stretches out, jacks up generator amature, and generator amature does not rotate.
Preferably, the ruler is micrometer, micrometer is inhaled on the Load brackets through magnet base.
The reading of micrometer can be as accurate as 0.10mm.
Preferably, the ruler has 6-12 handles, correspondingly, level meter has 6-12 only, ruler and level meter using generator shaft as
Center is evenly distributed with, and ruler is arranged on inner ring, and level meter is arranged on outer shroud, and each level meter is directed at nearest ruler.
Operation principle:The measured value of first time initial position be Load brackets dead weight produce amount of deflection, second of deforming position
It is the weight that Load brackets add hydrogenerator rotatable parts to put measured value, and each measurement result takes at least four level meters
Average value, finally post-processes double measurement Value Data, and the difference of secondary deflection metrology value is exactly that hydrogenerator rotates
Caused by component weight, therefore accurate estimation Load brackets deflection value can be used for.
The present invention has simple in structure, measurement convenience, the beneficial effect of high certainty of measurement.
Brief description of the drawings
Fig. 1 is overall structure diagram when Load brackets of the present invention do not stress.
Fig. 2 is the top view of this Fig. 1.
Overall structure diagram when Fig. 3 is Load brackets stress of the present invention.
Embodiment
In conjunction with attached drawing, the present invention is further illustrated:
As shown in the figure, a kind of vertical hydropower generator Load brackets deflection metrology method, including:Generator amature 1, generator
Axis 11, bearing, Load brackets 5 and concrete foundation 7, wherein,
Its outer ring of Load brackets 5 is fixed on the inner ring platform of concrete foundation 7;
Generator amature 1 is pressed on the outer shroud platform of concrete foundation 7 through multiple uniformly distributed multiple brakes 6, generator shaft 11
5 through hole of Load brackets is inserted into lower part;
Generator shaft 11 and the whole circle thrust 12 of polylith of bearing are fixed;
The polylith thrust bearing shoe 13 of bearing is fixed on the inner ring platform of Load brackets 5;
Whole circle thrust 12 passes through oil film and 13 sliding contact of thrust bearing shoe;
Deflection metrology is carried out as follows:
Step 1:The top of ruler is fixed on more on Load brackets 5 and close to generator shaft 11;
Step 2:More level meters 4 are fixed in concrete foundation 7, every level meter 4 can observe therein one ruler;
Step 3:Piston in all brakes 6 is stretched out and jacks up generator amature 1, whole circle thrust 12 and thrust bearing shoe 13
Do not contact, at this time, the weight of generator amature 1 is all pressed on brake 6, and Load brackets 5 do not accept the weight of generator amature 1
Amount, passes through the initial position of 4 recording rule of level meter;
Step 4:By the piston retraction in all brakes 6, brake 6 is not contacted with generator amature 1, and at this time, generator turns
The all wt of son 1 is pressed on thrust bearing shoe 13 by whole circle thrust 12, final to be all pressed on Load brackets 5, load
Rack 5 deforms, and ruler moves down, and by the deformation position of 4 recording rule of level meter, the difference of deformation position and initial position is
The amount of deflection changing value of Load brackets 5.
Ruler is micrometer 21, and micrometer 21 is inhaled on Load brackets 5 through magnet base 2.
Ruler has 6-12 handles, and correspondingly, level meter 4 has 6-12 only, and ruler and level meter 4 are uniformly distributed centered on generator shaft 11,
Ruler is arranged on inner ring, and level meter 4 is arranged on outer shroud, and each level meter 4 is directed at nearest ruler.
Claims (3)
1. a kind of vertical hydropower generator Load brackets deflection metrology method, including:Generator amature(1), generator shaft
(11), bearing, Load brackets(5)And concrete foundation(7), wherein,
Load brackets(5)Its outer ring is fixed on concrete foundation(7)Inner ring platform on;
Generator amature(1)Through multiple uniformly distributed multiple brakes(6)It is pressed in concrete foundation(7)Outer shroud platform on, power generation
Arbor(11)Load brackets are inserted into lower part(5)Through hole;
Generator shaft(11)With the whole circle thrust of polylith of bearing(12)It is fixed;
The polylith thrust bearing shoe of bearing(13)It is fixed on Load brackets(5)Inner ring platform on;
Whole circle thrust(12)Pass through oil film and thrust bearing shoe(13)Sliding contact;
It is characterized in that deflection metrology is carried out as follows:
Step 1:The top of ruler is fixed on Load brackets by more(5)Upper and close generator shaft(11);
Step 2:By more level meters(4)It is fixed on concrete foundation(7)On, every level meter(4)Can one therein of observation
Ruler;
Step 3:By all brakes(6)In piston stretch out jack up generator amature(1), whole circle thrust(12)With thrust
Bearing shell(13)Do not contact, at this time, generator amature(1)Weight be all pressed in brake(6)On, Load brackets(5)Do not accept
Generator amature(1)Weight, pass through level meter(4)The initial position of recording rule;
Step 4:By all brakes(6)In piston retraction, brake(6)Not with generator amature(1)Contact, at this time, hair
Rotor(1)All wt pass through whole circle thrust(12)It is pressed in thrust bearing shoe(13)On, it is final to be all pressed in load
Rack(5)On, Load brackets(5)Deformation, ruler move down, and pass through level meter(4)The deformation position of recording rule, deformation position with
The difference of initial position is Load brackets(5)Amount of deflection changing value.
2. vertical hydropower generator Load brackets deflection metrology method as claimed in claim 1, it is characterized in that, the ruler is
Micrometer(21), micrometer(21)Through magnet base(2)Inhale in the Load brackets(5)On.
3. a kind of vertical hydropower generator Load brackets deflection metrology method as claimed in claim 1, it is characterized in that, it is described
Ruler has 6-12 handles, correspondingly, level meter(4)There is 6-12 only, ruler and level meter(4)With generator shaft(11)Centered on uniformly distributed, ruler
It is arranged on inner ring, level meter(4)It is arranged on outer shroud, each level meter(4)It is directed at nearest ruler.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201711241264.6A CN108036707A (en) | 2017-11-30 | 2017-11-30 | Vertical hydropower generator Load brackets deflection metrology method |
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CN201711241264.6A CN108036707A (en) | 2017-11-30 | 2017-11-30 | Vertical hydropower generator Load brackets deflection metrology method |
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CN108036707A true CN108036707A (en) | 2018-05-15 |
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CN201711241264.6A Pending CN108036707A (en) | 2017-11-30 | 2017-11-30 | Vertical hydropower generator Load brackets deflection metrology method |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110389008A (en) * | 2019-07-23 | 2019-10-29 | 常州机电职业技术学院 | The method of amount of deflection under level meter ground survey bridging crane main beam |
CN111678420A (en) * | 2020-06-22 | 2020-09-18 | 张宇 | System and method for rapidly detecting concentricity of gear shaft |
Citations (6)
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RU2287775C2 (en) * | 2005-01-19 | 2006-11-20 | Челябинское высшее военное авиационное училище штурманов | Method and device for measuring position of neutral layer of bending beam |
US7529631B2 (en) * | 2006-06-20 | 2009-05-05 | Kabushiki Kaisha Toshiba | Defect detection system, defect detection method, and defect detection program |
CN101865664A (en) * | 2010-05-18 | 2010-10-20 | 武汉大学 | Portable dynamic deflection displacement measuring device and method |
CN202074959U (en) * | 2011-04-13 | 2011-12-14 | 中铁西南科学研究院有限公司 | Point measuring device of deformation monitoring combination for tunnel engineering |
CN204029237U (en) * | 2014-07-08 | 2014-12-17 | 扬州大学 | Large Type Vertical Motor slide thrust bearing installs horizontal survey regulation experiment device |
CN105804041A (en) * | 2016-04-27 | 2016-07-27 | 浙江广川工程咨询有限公司 | Large-area ultra-soft foundation settlement monitoring device and method |
-
2017
- 2017-11-30 CN CN201711241264.6A patent/CN108036707A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2287775C2 (en) * | 2005-01-19 | 2006-11-20 | Челябинское высшее военное авиационное училище штурманов | Method and device for measuring position of neutral layer of bending beam |
US7529631B2 (en) * | 2006-06-20 | 2009-05-05 | Kabushiki Kaisha Toshiba | Defect detection system, defect detection method, and defect detection program |
CN101865664A (en) * | 2010-05-18 | 2010-10-20 | 武汉大学 | Portable dynamic deflection displacement measuring device and method |
CN202074959U (en) * | 2011-04-13 | 2011-12-14 | 中铁西南科学研究院有限公司 | Point measuring device of deformation monitoring combination for tunnel engineering |
CN204029237U (en) * | 2014-07-08 | 2014-12-17 | 扬州大学 | Large Type Vertical Motor slide thrust bearing installs horizontal survey regulation experiment device |
CN105804041A (en) * | 2016-04-27 | 2016-07-27 | 浙江广川工程咨询有限公司 | Large-area ultra-soft foundation settlement monitoring device and method |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110389008A (en) * | 2019-07-23 | 2019-10-29 | 常州机电职业技术学院 | The method of amount of deflection under level meter ground survey bridging crane main beam |
CN111678420A (en) * | 2020-06-22 | 2020-09-18 | 张宇 | System and method for rapidly detecting concentricity of gear shaft |
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