CN108361140A - Floating type solid overcurrent hydroelectric power system - Google Patents
Floating type solid overcurrent hydroelectric power system Download PDFInfo
- Publication number
- CN108361140A CN108361140A CN201710061907.2A CN201710061907A CN108361140A CN 108361140 A CN108361140 A CN 108361140A CN 201710061907 A CN201710061907 A CN 201710061907A CN 108361140 A CN108361140 A CN 108361140A
- Authority
- CN
- China
- Prior art keywords
- fluid
- bridge
- support column
- fixedly mounted
- arresting net
- 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
Links
- 239000007787 solid Substances 0.000 title claims abstract description 16
- 238000007667 floating Methods 0.000 title claims abstract description 12
- 239000012530 fluid Substances 0.000 claims abstract description 50
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 238000011010 flushing procedure Methods 0.000 claims abstract description 6
- 230000002459 sustained effect Effects 0.000 claims abstract description 4
- 238000011144 upstream manufacturing Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000006243 chemical reaction Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000009877 rendering Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000010248 power generation Methods 0.000 description 2
- 230000002441 reversible effect Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 230000005611 electricity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
Classifications
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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
- 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
- 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
-
- 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
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Abstract
The invention belongs to the improvement of hydroelectric power system structure, especially floating type solid overcurrent hydroelectric power system, the first support column, the second support column and limited post are fixedly mounted on riverbed, fluid excessively is fixedly sitting on the first support column, and limited post is fixedly connected with each other with fluid excessively respectively；It crosses fluid and is equipped with several ducts, the side for crossing fluid is provided with silt flushing hole；The hydraulic turbine is installed in each duct, all hydraulic turbines installed on sustained height direction are sequentially connected in series；It is fixedly mounted with generation platform on the second support column；Generator is installed on generation platform, the power input shaft of generator is downwards, driven gear is coaxially fixedly mounted on power input shaft, power output shaft is installed on crossing fluid top surface, solid series connection water turbine set machine driving connects power output shaft, driving gear is coaxially fixedly mounted on power output shaft, driving gear is meshed with driven gear.The configuration of the present invention is simple, rationally, hence it is evident that promoted gravitional force conversion and generating efficiency.
Description
Technical field
The invention belongs to the improvement of hydroelectric power system structure, especially floating type solid overcurrent hydroelectric power system.
Background technology
Existing hydroelectric power system, cannot be in the rivers of trickling and big marine because it needs to shut off when in by process of construction
It builds, so application range is limited, in addition it is also necessary to assist pouring with armored concrete at the construction field (site), can not achieve entirety
Installation, building technology are complex.
Invention content
The purpose of the present invention is to provide a kind of floating type solid overcurrent hydroelectric power system, is not shutting off, do not building a dam
Under the premise of, directly can be generally applicable in great rivers and sea, it is simple and reasonable for structure, hence it is evident that promoted gravitional force conversion with
Generating efficiency.
The object of the present invention is achieved like this：A kind of floating type water power calculation power generator is erect on riverbed and is fixedly mounted with
The first support column, the second support column and limited post, cross fluid be fixedly sitting on the first support column and opposite riverbed vacantly simultaneously
It is longitudinally disposed along channel length direction, limited post be located at fluid front and rear end both sides and with cross fluid it is mutually solid
It connects, has drift sand channel crossing indwelling between fluid and riverbed；It crosses fluid and is equipped with several ducts, duct is in layer in the height direction
Shape is laid and is longitudinally extended along channel length direction, and every duct is penetrated through from fluid rear end excessively to fluid front end excessively down to along longitudinal direction
Fluid is penetrated through, duct is crossing fluid rear end face formation flow inlet and forming outflow port crossing fluid front end face, is crossing fluid
Side is provided with the silt flushing hole of connection duct；The hydraulic turbine is installed in each duct, is installed on sustained height direction
All hydraulic turbines are sequentially connected in series and form vertical three-dimensional series connection water turbine set；It is flat that power generation is fixedly mounted on the second support column
Platform, generation platform were located above fluid；Generator is installed on generation platform, the power input shaft of generator it is vertical and its
End downward, is coaxially fixedly mounted with driven gear on power input shaft, and power output shaft is installed on crossing fluid top surface, three-dimensional
Water turbine set machine driving of connecting connects power output shaft, and driving gear, driving gear are coaxially fixedly mounted on power output shaft
It is meshed with driven gear.
When the present invention works, flow enters the multiple of floating type aqueous fluid and enters head piece and to impact three-dimensional concatenated vertical solid
Series connection water turbine set blade, vertical three-dimensional series connection water turbine set rotate in same direction, and driving gear drives driven gear to rotate, Jin Erda
To by water energy（Gravitional force）It is converted into the purpose of electric energy.The present invention may be implemented to reverse, so being sent out suitable for sea reversible
Electricity.The present invention directly can be generally applicable in great rivers and sea under the premise of not shutting off, not building a dam, simple in structure, conjunction
Reason, hence it is evident that promote gravitional force conversion and generating efficiency.
Description of the drawings
The present invention will be further described with reference to the accompanying drawings.
Fig. 1 is the volume rendering structural schematic diagram of main body First partial of the present invention；
Fig. 2 is the volume rendering structural schematic diagram of the second part of main body of the present invention；
Fig. 3 is the volume rendering structural schematic diagram of main body third part of the present invention.
Specific implementation mode
A kind of floating type solid overcurrent hydroelectric power system is erect on riverbed as shown in Figure 1 to Figure 3 and is fixedly mounted with first
Support column 5-1, the second support column 5-2 and limited post 6, fluid 1 is fixedly sitting on the first support column 5-1 excessively and opposite riverbed is outstanding
It is empty simultaneously longitudinally disposed along channel length direction, limited post 6 be located at 1 front and rear end both sides of fluid and with cross fluid 1
It is fixedly connected with each other, has drift sand channel crossing indwelling between fluid 1 and riverbed；It crosses fluid 1 and is equipped with several ducts 18, duct 18 is in height
It lays in stratiform on degree direction and is longitudinally extended along channel length direction, every duct 18 is penetrated through from 1 rear end of fluid is crossed to overcurrent
1 front end of body so that penetrating through fluid 1 along longitudinal direction, crossing 1 rear end face of fluid formation flow inlet and crossing 1 front end face of fluid by duct 18
Outflow port is formed, the side for crossing fluid 1 is provided with the silt flushing hole 15 of connection duct 18, giant is facilitated to be rushed through silt
15 periodic flushing duct 18 of hole flushing；The hydraulic turbine 2 is installed in each duct 18, that is installed on sustained height direction is all
The hydraulic turbine 2 is sequentially connected in series and forms vertical three-dimensional series connection water turbine set；It is fixedly mounted with generation platform 8 on the second support column 5-2, sends out
Level platform 8 was located at 1 top of fluid；Generator 4 is installed on generation platform 8, the power input shaft 17 of generator 4 it is vertical and
Its end downward, is coaxially fixedly mounted with driven gear 7 on power input shaft 17, and power output is installed on crossing 1 top surface of fluid
Axis 16, solid series connection water turbine set machine driving connect power output shaft 16, are coaxially fixedly mounted on power output shaft 16 actively
Gear 3, driving gear 3 are meshed with driven gear 7.
As shown in Fig. 2, being fixedly mounted with two bridge piers 10 respectively in river two sides, the first bridge 9-1 and the second bridge 9-2 is respectively
Both ends be respectively fixedly sitting on a bridge pier 10 and with along river width direction from cross fluid 1 above laterally across mistake fluid 1,
With being filled with screw rod 13 on each bridge, being installed on screw rod 13 can open wide or the lock of 18 flow inlet of closed duct or outflow port
Plate 12, the external screw thread that the internal thread that flashboard 12 is equipped with itself and screw rod are equipped with itself are flexibly connected cooperation, the first bridge 9-1 and
Two bridge 9-2 are linked together by third bridge 11, and third bridge 11 links together with generation platform 8.
As shown in figure 3, the position for being located at 1 upstream of fluid in riverbed it is fixed arresting net.
As shown in figure 3, arresting net grouping is laid along channel length direction, every group of arresting net is on river width direction by the
Side arresting net 14-1 and the second side arresting net 14-2 compositions, constitute every group of the first side arresting net 14-1 and the second side arresting net
14-2 is erect with respect to riverbed and axial symmetry links together relative to each other, the first side arresting net 14-1 and the second side arresting net
14-2 tilts identical angle with respect to channel length direction to river downstream, and then the rear end of every group of arresting net is formed by point
It is directed toward river upstream in angle.
As shown in figure 3, for ensure can normal power generation, multigroup arresting net is set in upstream of the present invention, interception is rushed by river
It hits from the stone grain that river upstream is rolled down, prevents stone grain from entering duct 18 and damaging the hydraulic turbine 2 of the invention.
Claims (4)
1. a kind of floating type solid overcurrent hydroelectric power system, it is characterised in that：On riverbed erect be fixedly mounted with the first support column,
Second support column and limited post, fluid is fixedly sitting on the first support column excessively and opposite riverbed is hanging and along channel length side
To longitudinally disposed, limited post was located at fluid front and rear end both sides and was fixedly connected with each other with fluid is crossed, and was crossing fluid and river
Indwelling has drift sand channel between bed；It crosses fluid and is equipped with several ducts, duct is in that stratiform is laid and along river in the height direction
Length direction is longitudinally extended, and every duct is penetrated through from fluid rear end is crossed to fluid front end is crossed so that penetrating through fluid along longitudinal direction, is contained
Road is crossing fluid front end face formation flow inlet and is forming outflow port crossing fluid rear end face, and the side for crossing fluid is provided with connection
The silt flushing hole of duct；The hydraulic turbine is installed in each duct, all hydraulic turbines installed on sustained height direction
It is sequentially connected in series and forms vertical three-dimensional series connection water turbine set；Generation platform is fixedly mounted on the second support column, generation platform is located at
It crosses above fluid；Generator is installed on generation platform, the power input shaft of generator downwards, on power input shaft
It coaxially is fixedly mounted with driven gear, power output shaft is installed on crossing fluid top surface, solid series connection water turbine set machine driving connects
Power output shaft is connect, driving gear is coaxially fixedly mounted on power output shaft, driving gear is meshed with driven gear.
2. floating type solid overcurrent hydroelectric power system according to claim 1, it is characterized in that：It is solid respectively in river two sides
Two bridge piers are filled with, the first bridge and the respective both ends of the second bridge are respectively fixedly sitting on a bridge pier and with along river width
Direction from cross fluid above laterally across cross fluid, on each bridge match be filled with screw rod, be installed on screw rod can open wide or
The flashboard of closed duct flow inlet or outflow port, the internal thread that flashboard is equipped with by itself are lived with the external screw thread that screw rod itself is equipped with
Dynamic connection cooperation, the first bridge are linked together with the second bridge by third bridge, and third bridge is connected to generation platform
Together.
3. floating type solid overcurrent hydroelectric power system according to claim 1, it is characterized in that：It was located at fluid in riverbed
The position of upstream it is fixed arresting net.
4. floating type solid overcurrent hydroelectric power system according to claim 3, it is characterized in that：Arresting net is grouped along river
Length direction is laid, and every group of arresting net is made of on river width direction the first side arresting net and the second side arresting net, is constituted
Every group of the first side arresting net and the second side arresting net is erect with respect to riverbed and axial symmetry links together relative to each other, and first
Side arresting net and the second side arresting net tilt identical angle with respect to channel length direction to river downstream, then block for every group
The rear end of net is formed by wedge angle and is directed toward river upstream.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710061907.2A CN108361140A (en) | 2017-01-27 | 2017-01-27 | Floating type solid overcurrent hydroelectric power system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710061907.2A CN108361140A (en) | 2017-01-27 | 2017-01-27 | Floating type solid overcurrent hydroelectric power system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108361140A true CN108361140A (en) | 2018-08-03 |
Family
ID=63010009
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710061907.2A Pending CN108361140A (en) | 2017-01-27 | 2017-01-27 | Floating type solid overcurrent hydroelectric power system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108361140A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020024506A (en) * | 2000-09-25 | 2002-03-30 | 한상관 | How to construct a fully automatic beam for underwater submerged bridge |
| TW552338B (en) * | 2001-12-28 | 2003-09-11 | Da-Shiung Peng | A deposit prevention system for influx of rivers and reservoirs |
| US20080265583A1 (en) * | 2005-05-21 | 2008-10-30 | David Stuart Thompson | Water Turbine with Bi-Symmetric Airfoil |
| KR20100111927A (en) * | 2009-04-08 | 2010-10-18 | 정진성 | Tidal generator system |
| WO2011160210A2 (en) * | 2010-06-21 | 2011-12-29 | Mavi Innovations Inc. | Duct assembly for a cross-flow water turbine |
| CN102913367A (en) * | 2012-10-17 | 2013-02-06 | 张机智 | Hydroelectric power generation method and turbine generation device thereof |
| CN206816432U (en) * | 2017-01-27 | 2017-12-29 | 巩志科 | Floating type solid excessively stream hydroelectric power system |
-
2017
- 2017-01-27 CN CN201710061907.2A patent/CN108361140A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020024506A (en) * | 2000-09-25 | 2002-03-30 | 한상관 | How to construct a fully automatic beam for underwater submerged bridge |
| TW552338B (en) * | 2001-12-28 | 2003-09-11 | Da-Shiung Peng | A deposit prevention system for influx of rivers and reservoirs |
| US20080265583A1 (en) * | 2005-05-21 | 2008-10-30 | David Stuart Thompson | Water Turbine with Bi-Symmetric Airfoil |
| KR20100111927A (en) * | 2009-04-08 | 2010-10-18 | 정진성 | Tidal generator system |
| WO2011160210A2 (en) * | 2010-06-21 | 2011-12-29 | Mavi Innovations Inc. | Duct assembly for a cross-flow water turbine |
| CN102913367A (en) * | 2012-10-17 | 2013-02-06 | 张机智 | Hydroelectric power generation method and turbine generation device thereof |
| CN206816432U (en) * | 2017-01-27 | 2017-12-29 | 巩志科 | Floating type solid excessively stream hydroelectric power system |
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