CN108570968A - A method of radial-flow type diversion canal of hydropower station is protected - Google Patents

A method of radial-flow type diversion canal of hydropower station is protected Download PDF

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Publication number
CN108570968A
CN108570968A CN201810424478.5A CN201810424478A CN108570968A CN 108570968 A CN108570968 A CN 108570968A CN 201810424478 A CN201810424478 A CN 201810424478A CN 108570968 A CN108570968 A CN 108570968A
Authority
CN
China
Prior art keywords
side plate
plate
lag
protective plate
flange
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
Application number
CN201810424478.5A
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Chinese (zh)
Inventor
王朋
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.)
Henan Chuang Hui Water Conservancy And Hydropower Engineering Co Ltd
Original Assignee
Henan Chuang Hui Water Conservancy And Hydropower Engineering Co Ltd
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 Henan Chuang Hui Water Conservancy And Hydropower Engineering Co Ltd filed Critical Henan Chuang Hui Water Conservancy And Hydropower Engineering Co Ltd
Priority to CN201810424478.5A priority Critical patent/CN108570968A/en
Publication of CN108570968A publication Critical patent/CN108570968A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • E02B5/02Making or lining canals
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B9/00Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
    • E02B9/02Water-ways
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B9/00Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
    • E02B9/02Water-ways
    • E02B9/04Free-flow canals or flumes; Intakes
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

The present invention provides a kind of method protected radial-flow type diversion canal of hydropower station; the safeguard structure includes protective plate and is arranged groove body in water-drawing channel two sides; the protective plate includes tablet, the first side plate and the second side plate; first side plate, second side plate coordinate with the groove body respectively; to realize the seal protection to water-drawing channel; limiting device is also set up on the protective plate; the limiting device realizes the limit to protective plate; by the way that handle is arranged; the movement of protective plate is realized, practical operation is convenient for.

Description

A method of radial-flow type diversion canal of hydropower station is protected
Technical field
The present invention relates to a kind of hydraulic engineering means of defences, more specifically, be related to it is a kind of to plant without storage The method that water-drawing channel is protected.
Background technology
Small hydropower station is the common power station form in China, and is mostly with plant without storage in small hydropower station Main, these power stations itself do not have Regulation Function, are all to carry out generator operation by natural runoff.The radial-flow type water power in China Standing, it is more to be distributed in vast mountain area, and the water-drawing channel in these power stations generally requires, across mountain area, to be easy to be tumbled by massif broken Stone is fallen into, and influences the conveyance capacity of diversion canal of hydropower station.
For some water-drawing channels of plains region, since two sides trees are weedy, if do not carried out to water-drawing channel Necessary protection influences the diversion in power station then being possible to that sundries is caused to fall into water-drawing channel.
Also there is the protective device of diversion canal of hydropower station in the prior art, but is all directly by cover plate lid in water-drawing channel On, it is poor to the sealing performance of water-drawing channel, therefore, it is necessary to provide a kind of preferable water-drawing channel protection dress of sealing performance It sets.
Invention content
The present invention in view of the above technical problems, provides a kind of side protected radial-flow type diversion canal of hydropower station Method.
The present invention provides a kind of method protected radial-flow type diversion canal of hydropower station, it is characterised in that this method packet Include following construction procedure:
S1:U-lag is opened up on two banks of the water-drawing channel, the U-lag that opens up can be by being opened on both sides bank It digs or cuts, U-shaped structure is formed, in the U-shaped structure shuttering casting concrete for excavating or digging out, to form concrete U Shape slot, and several bolt box are set in the U-lag,
S2:Protective plate makes, and the protective plate making specifically comprises the following steps:
S21:In plant produced protective plate, the protective plate includes integrally formed tablet, the first side plate and the second side plate, described First side plate, second side plate are vertical with tablet, and first side plate, second side plate coordinate with the U-lag respectively, The protective plate is steel plate,
S22:Handle is welded on the tablet, the handle is U-shaped steel, for lifting the protective plate;
S23:Flange is welded at both ends on first side plate and the second side plate, and the flange is the steel with bolt hole Plate, the flange is perpendicular to the short transverse of the first side plate and the second side plate, and the width of the flange is equal to first side plate With the thickness of the second side plate, to make the flange can be placed in the U-lag body;
S3:The protective plate that will be obtained by step S2 transports water-drawing channel bank, and by the first side plate of protective plate and second Side plate is placed in U-lag in step sl;
S4:The position for adjusting the protective plate, the prepared screw-bolt hole being aligned in the bolt hole and U-lag of the flange install spiral shell Bolt is realized and is fixed, and is protected radial-flow type diversion canal of hydropower station to realize.
Preferably, the U-lag is concrete pit, the concrete strength is not less than C20.
It summarizes advantages of the present invention and technique effect is as follows:
U-lag is set in water-drawing channel both sides, the first side plate of protective plate, the second side plate are placed in the U-lag, realized Seal protection also sets up limiting device on the protective plate, and the limiting device realizes the limit to protective plate, by setting Handle is set, the movement of protective plate is realized, is convenient for practical operation.
Description of the drawings:
Fig. 1 is that the protective plate of the present invention uses structural schematic diagram;
Fig. 2 is protection plate structure schematic diagram;
Fig. 3 is protective plate turnup structure schematic diagram;
Fig. 4 is installation pedestal schematic diagram;
Fig. 5 is the construction procedure figure of the present invention.
Specific implementation mode:Below in conjunction with specification specific implementation mode, describe in detail to the present invention.
A method of radial-flow type diversion canal of hydropower station 1 is protected, it is characterised in that this method includes applying as follows Work step is rapid:
S1:U-lag 3 is opened up on two banks of the water-drawing channel 1, the U-lag 3 that opens up can be by carrying out on both sides bank It excavates or cuts, U-shaped structure is formed, in the U-shaped structure shuttering casting concrete for excavating or digging out, to form concrete U-lag 3, and several bolt box of setting in the U-lag 3,
S2:Protective plate 2 makes, and the making of the protective plate 2 specifically comprises the following steps:
S21:In plant produced protective plate 2, the protective plate 2 includes integrally formed tablet 4, the first side plate 5 and the second side plate 6, first side plate 5, second side plate 6 are vertical with tablet 4, first side plate 5, second side plate 6 respectively with institute The cooperation of U-lag 3 is stated, the protective plate 5 is steel plate,
S22:Handle 7 is welded on the tablet 4, the handle 7 is U-shaped steel, for lifting the protective plate;
S23:Flange 8 is welded at both ends on first side plate, 5 and second side plate 6, and the flange 8 is with bolt hole Steel plate, for the flange 8 perpendicular to the short transverse of the first side plate 5 and the second side plate 6, the width of the flange 8 is equal to described the The thickness of side plate 5 and the second side plate 6, to make the flange 8 can be placed in 3 body of the U-lag;
S3:The protective plate 2 that will be obtained by step S2 transports 1 bank of water-drawing channel, and by 5 He of the first side plate of protective plate 2 Second side plate 6 is placed in U-lag 3 in step sl;
S4:The position for adjusting the protective plate 2, the bolt hole and the prepared screw-bolt hole in U-lag 3 for being directed at the flange, installation Bolt 10 is realized and is fixed, and is protected radial-flow type diversion canal of hydropower station 1 to realize.
Preferably, the U-lag 3 is concrete pit, the concrete strength is not less than C20.
As another preferred embodiment of the application, the both ends setting on first side plate, 5 and second side plate 6 Flange 8 in, one end flange 8 therein is fixed using bolt 9, and other end flange is directly anchored in the installation pedestal of U-lag, The installation pedestal is included in the L shaped plate 10 being arranged in U-lag, and a limb of the L shaped plate 10 is fixed on U-lag bottom, the L Another limb of shape plate 10 is parallel to the setting of U-lag board bottom plate, and to form an installation pedestal, the installation pedestal is for accommodating Flange 8, the flange 8 can be directly placed in installation pedestal when mounted, and the first side plate 5 or the second side plate 6 is another The flange at end is fixed by bolt.
Then the corresponding specific installation method with the application differs only in as follows:
Step S1:U-lag 3 is opened up on two banks of the water-drawing channel 1, the U-lag 3 that opens up can be by both sides bank It is excavated or is cut, form U-shaped structure, it is mixed to be formed in the U-shaped structure shuttering casting concrete for excavating or digging out Solidifying soil U-lag 3, and several bolt box of setting in the U-lag 3, the welding L shaped plate 10 in the U-lag 3, Form installation pedestal;
S2:Protective plate 2 makes, and the making of the protective plate 2 specifically comprises the following steps:
S21:In plant produced protective plate 2, the protective plate 2 includes integrally formed tablet 4, the first side plate 5 and the second side plate 6, first side plate 5, second side plate 6 are vertical with tablet 4, first side plate 5, second side plate 6 respectively with institute The cooperation of U-lag 3 is stated, the protective plate 5 is steel plate,
S22:Handle 7 is welded on the tablet 4, the handle 7 is U-shaped steel, for lifting the protective plate;
S23:Flange 8 is welded at both ends on first side plate, 5 and second side plate 6, and the flange 8 is with bolt hole Steel plate, for the flange 8 perpendicular to the short transverse of the first side plate 5 and the second side plate 6, the width of the flange 8 is equal to described the The thickness of side plate 5 and the second side plate 6, to make the flange 8 can be placed in 3 body of the U-lag;
S3:The protective plate 2 that will be obtained by step S2 transports 1 bank of water-drawing channel, and by 5 He of the first side plate of protective plate 2 Second side plate 6 is placed in U-lag 3 in step sl;
S4:The position for adjusting the protective plate 2 makes the flange 8 of 2 one end of the protective plate that in step sl described be arranged It in installation pedestal, realizes and fixes, the bolt hole of the flange 8 of 2 one end of the protective plate is made to be directed at the reserved spiral shell in U-lag 3 Keyhole, installation bolt 10 are realized and are fixed, and are protected radial-flow type diversion canal of hydropower station 1 to realize.
Content described in this specification embodiment is only enumerating to the way of realization of inventive concept, protection of the invention Range is not construed as being only limitted to the concrete form that embodiment is stated, protection scope of the present invention also includes art technology Personnel according to present inventive concept it is conceivable that equivalent technologies mean.

Claims (2)

1. a kind of method protected radial-flow type diversion canal of hydropower station, it is characterised in that this method includes that following construction walks Suddenly:
S1:U-lag is opened up on two banks of the water-drawing channel, the U-lag that opens up can be by being opened on both sides bank It digs or cuts, U-shaped structure is formed, in the U-shaped structure shuttering casting concrete for excavating or digging out, to form concrete U Shape slot, and several bolt box are set in the U-lag,
S2:Protective plate makes, and the protective plate making specifically comprises the following steps:
S21:In plant produced protective plate, the protective plate includes integrally formed tablet, the first side plate and the second side plate, described First side plate, second side plate are vertical with tablet, and first side plate, second side plate coordinate with the U-lag respectively, The protective plate is steel plate,
S22:Handle is welded on the tablet, the handle is U-shaped steel, for lifting the protective plate;
S23:Flange is welded at both ends on first side plate and the second side plate, and the flange is the steel with bolt hole Plate, the flange is perpendicular to the short transverse of the first side plate and the second side plate, and the width of the flange is equal to first side plate With the thickness of the second side plate, to make the flange can be placed in the U-lag body;
S3:The protective plate that will be obtained by step S2 transports water-drawing channel bank, and by the first side plate of protective plate and second Side plate is placed in U-lag in step sl;
S4:The position for adjusting the protective plate, the prepared screw-bolt hole being aligned in the bolt hole and U-lag of the flange install spiral shell Bolt is realized and is fixed, and is protected radial-flow type diversion canal of hydropower station to realize.
2. a kind of method protected radial-flow type diversion canal of hydropower station as described in claim 1, it is characterised in that:Institute It is concrete pit to state U-lag, and the concrete strength is not less than C20.
CN201810424478.5A 2018-05-07 2018-05-07 A method of radial-flow type diversion canal of hydropower station is protected Pending CN108570968A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810424478.5A CN108570968A (en) 2018-05-07 2018-05-07 A method of radial-flow type diversion canal of hydropower station is protected

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810424478.5A CN108570968A (en) 2018-05-07 2018-05-07 A method of radial-flow type diversion canal of hydropower station is protected

Publications (1)

Publication Number Publication Date
CN108570968A true CN108570968A (en) 2018-09-25

Family

ID=63575692

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810424478.5A Pending CN108570968A (en) 2018-05-07 2018-05-07 A method of radial-flow type diversion canal of hydropower station is protected

Country Status (1)

Country Link
CN (1) CN108570968A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN204401770U (en) * 2014-12-08 2015-06-17 福州万润建材有限公司 A kind of drainage ditch cover plate
CN106192940A (en) * 2016-10-10 2016-12-07 公主岭市良田灌溉设备研销有限公司 A kind of assembled can walking channel
CN106836444A (en) * 2016-12-29 2017-06-13 中国人民解放军63926部队 A kind of drainage ditch cover plate structure of resist fluids impact
CN206712289U (en) * 2017-04-28 2017-12-05 沈阳精锐科技有限公司 A kind of low-tension switch cabinet easy for installation
JP2018003589A (en) * 2017-08-28 2018-01-11 誠哉 佐藤 Water stop plug device
CN207036184U (en) * 2017-08-17 2018-02-23 河南创辉水利水电工程有限公司 A kind of plant without storage's water-drawing channel flow rate-measuring device
CN207047805U (en) * 2017-08-06 2018-02-27 高阳 A kind of combined type water channel

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN204401770U (en) * 2014-12-08 2015-06-17 福州万润建材有限公司 A kind of drainage ditch cover plate
CN106192940A (en) * 2016-10-10 2016-12-07 公主岭市良田灌溉设备研销有限公司 A kind of assembled can walking channel
CN106836444A (en) * 2016-12-29 2017-06-13 中国人民解放军63926部队 A kind of drainage ditch cover plate structure of resist fluids impact
CN206712289U (en) * 2017-04-28 2017-12-05 沈阳精锐科技有限公司 A kind of low-tension switch cabinet easy for installation
CN207047805U (en) * 2017-08-06 2018-02-27 高阳 A kind of combined type water channel
CN207036184U (en) * 2017-08-17 2018-02-23 河南创辉水利水电工程有限公司 A kind of plant without storage's water-drawing channel flow rate-measuring device
JP2018003589A (en) * 2017-08-28 2018-01-11 誠哉 佐藤 Water stop plug device

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Application publication date: 20180925