CN109385986A - Reservoir desilting system - Google Patents
Reservoir desilting system Download PDFInfo
- Publication number
- CN109385986A CN109385986A CN201710666767.1A CN201710666767A CN109385986A CN 109385986 A CN109385986 A CN 109385986A CN 201710666767 A CN201710666767 A CN 201710666767A CN 109385986 A CN109385986 A CN 109385986A
- Authority
- CN
- China
- Prior art keywords
- inner tube
- reservoir
- outer tube
- tube
- desilting system
- 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
- 239000004576 sand Substances 0.000 claims abstract description 21
- 238000009434 installation Methods 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000003860 storage Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 241000555268 Dendroides Species 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B1/00—Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
The invention discloses a kind of reservoir desilting systems, it is cleared up for the silt to reservoir bottom, the right part of the reservoir has dam, the reservoir desilting system includes: inner tube, the left part of inner tube is located inside the silt and has sand inlet on the left part side of inner tube, meanwhile the right end of inner tube is fixed on the lower left side face of the dam;Outer tube, the left end of outer tube are fixed on the lower part right side of the dam, and the right end of outer tube is equipped with sand excluding valve;And the left end of the right end connection outer tube of inner tube;Inner and outer tubes are in right low left high shape.The invention has the advantages that structure is simple, easy for installation, sand-flash effect is preferable.
Description
Technical field
The present invention relates to reservoir equipment technical fields, more particularly, to a kind of reservoir desilting system.
Background technique
Reservoir is one of the engineering measure that China's flood control is widely used.Building in flood control zone upper river appropriate location can adjust
The multiple purpose reservoir of flood storage water cuts down the crest discharge for entering downstream river course, reaches deduction and exemption using reservoir capacity water conservation
The purpose of flood damage.Sometimes, natural lake is also referred to as reservoir (natural storage).Reservoir scale usually presses the division of storage capacity size,
It is divided into small-sized, medium-sized, large-scale etc..
According to service condition, the mud needs in reservoir are periodically cleared up.
Currently, reservoir desilting mostly uses greatly do mechanization operation, to need to consume a large amount of man power and material, and used
Mechanical equipment it is more heavy and complicated.For small reservoir, this desilting mode is not ideal enough.
Summary of the invention
The object of the present invention is to provide a kind of reservoir desilting system, it has structure simple, easy for installation, sand-flash effect compared with
Good feature.
The technical scheme adopted by the invention is that: reservoir desilting system is cleared up for the silt to reservoir bottom, should
The right part of reservoir has dam, and the reservoir desilting system includes:
Inner tube, the left part of inner tube are located inside the silt and have sand inlet on the left part side of inner tube, meanwhile, inner tube
Right end be fixed on the lower left side face of the dam;
Outer tube, the left end of outer tube are fixed on the lower part right side of the dam, and the right end of outer tube is equipped with sand excluding valve;
And
The left end of the right end connection outer tube of inner tube;
Inner and outer tubes are in right low left high shape.
The right end of the outer tube is connected with bend pipe, and the downward opening of the bend pipe is located in an overflow basin, on the overflow basin
Portion's opening, lower part closing.
The opening of the bend pipe is supported by pillar in basin.
The lower part of the outer tube is equipped with several support rods.
Said inner tube is telescopic tube.
Said inner tube includes at least two unit pipes to link together, and the right part positioned at the unit pipes of left is inserted in position
In in the left part of the unit pipes of right, and the right part for being located at the unit pipes of left is equipped with positioning pin, the list positioned at right
The strip groove that the left part side wall of first pipe is equipped with and positioning pin matches, meanwhile, sand inlet is located in the unit pipes of leftmost.
Branch pipe is communicated on the side wall of said inner tube, branch pipe, which is equipped with, divides sand inlet.
The branch pipe is telescopic tube.
The invention has the advantages that compared with the prior art: structure is simple, easy for installation, and sand-flash effect is preferable.This
The sand inlet of the inner tube of the reservoir desilting system of invention is in silt, once the sand excluding valve on outer tube is opened, then inner tube
Pressure difference is formed with outer tube, silt can be expelled directly out.Simultaneously as desilting system is using pipeline as main component, so
Structure is by a relatively simple, does not need to carry out a large amount of native stone construction, and assembly difficulty is relatively small.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples:
Fig. 1 is the front sectional view of the embodiment of the present invention;
Fig. 2 is the main view of unit pipes cooperation of the invention;
Fig. 3 is the top view of inner tube and branch pipe cooperation of the invention.
Specific embodiment
Embodiment, as shown in Fig. 1 to Fig. 3: reservoir desilting system carries out clearly for the silt 200 to 100 bottom of reservoir
The right part of reason, the reservoir 100 has dam 300.
Concretely, which includes the components such as inner tube 10, outer tube 20.
Wherein:
The left part of inner tube 10, which is located on 200 inside of silt and the left part side of inner tube 10, has sand inlet 11.Into sand
Mouthfuls 11 are not suitable for excessive, and the flow area of usual each sand inlet 11 is 100-200mm2.For example, sand inlet 11 is strip
Or circle hole shape.Obviously, sand inlet 11 is multiple.Meanwhile the right end of inner tube 10 can be fixed on the dam by components such as flanges
On 300 lower left side face.
The left end of outer tube 20 can be fixed on the lower part right side of the dam 300 by components such as flanges, and outer tube 20
Right end be equipped with sand excluding valve 21.
The left end of the right end connection outer tube 20 of inner tube 10.Certainly, inner tube 10 can be multiple, outer tube 20 also can be multiple,
Inner tube 10 can be realized two-by-two with outer tube 20 and is connected at this time.
Inner tube 10 and outer tube 20 are in right low left high shape.
In this way, when needing to clear up silt, it is only necessary to open sand excluding valve 21, then inner tube 10 and outer tube 20 realize pressure
Difference, silt can voluntarily flow out, more convenient and simple.
Optimization:
The right end of outer tube 20 is connected with bend pipe 22, and the downward opening of the bend pipe 22 is located in an overflow basin 30, the overflow
30 upper opening of basin, lower part closing.Overflow basin 30 can for using iron plate carry out welding back wall at it is rectangular.In this way, in sand discharge
When, there can be water first in overflow basin 30, water is closed the outlet of bend pipe 22, avoids enter into unnecessary air.Meanwhile
Overflow basin 30 is also conducive to the fixation of the end of outer tube 20.
The opening of bend pipe 22 is supported by pillar 221 in basin.That is, convenient for the opening of bend pipe 22 and the bottom of overflow basin 30
With certain gap.
The lower part of outer tube 20 is equipped with several support rods 23.In this way, convenient for installing outer tube 20 on not smooth enough ground, and
Conducive to the gradient for forming outer tube 20.
Continue to optimize:
Inner tube 10 is telescopic tube.As shown in connection with fig. 2, in the present embodiment, inner tube 10 includes at least two to link together
Unit pipes 101 are inserted in the left part of the unit pipes 101 of right positioned at the right part of the unit pipes 101 of left, and are located at
The right part of the unit pipes 101 of left is equipped with equipped with positioning pin 102, positioned at the left part side wall of the unit pipes 101 of right
The strip groove 103 to match with positioning pin 102.Positioning pin 102 can be screw also can be with for the column of welding, positioning pin 102
It is slided in strip groove 103, the extending direction of strip groove 103 must be the same in the extending direction of unit pipes 101.That is, passing through pumping
The scalable of inner tube 10 can be realized in drawing.Meanwhile sand inlet 11 is located in the unit pipes 101 of leftmost.In this way, convenient for better
Adapt to the actual conditions in reservoir.
In addition:
In order to extend dredging area, branch pipe 40 is communicated on the side wall of inner tube 10, branch pipe 40, which is equipped with, divides sand inlet 41.Branch
Pipe 40 can be in dendroid expansion distribution.
Branch pipe 40 is also telescopic tube.For example, branch pipe 40 is equally made of the unit pipes that end is nested together.
The above description is only a preferred embodiment of the present invention, is not intended to limit the scope of the invention, all utilizations
Equivalent structure or equivalent flow shift made by description of the invention and accompanying drawing content is applied directly or indirectly in other correlations
Technical field, be included within the scope of the present invention.
Claims (8)
1. reservoir desilting system, for clearing up the silt (200) of reservoir (100) bottom, the right part tool of the reservoir (100)
There are dam (300), it is characterised in that: the reservoir desilting system includes:
Inner tube (10), the left part of inner tube (10) be located at that the silt (200) is internal and have on the left part side of inner tube (10) into
Husky mouth (11), meanwhile, the right end of inner tube (10) is fixed on the lower left side face of the dam (300);
Outer tube (20), the left end of outer tube (20) are fixed on the lower part right side of the dam (300), and the right end of outer tube (20) is set
There are sand excluding valve (21);
And
The left end of right end connection outer tube (20) of inner tube (10);
Inner tube (10) and outer tube (20) are in right low left high shape.
2. reservoir desilting system according to claim 1, it is characterised in that: the right end of the outer tube (20) is connected with bend pipe
(22), the downward opening of the bend pipe (22) is located in an overflow basin (30), overflow basin (30) upper opening, lower part closing.
3. reservoir desilting system according to claim 2, it is characterised in that: the opening of the bend pipe (22) is supported by basin
Interior pillar (221).
4. reservoir desilting system according to claim 1, it is characterised in that: the lower part of the outer tube (20) is equipped with several
Strut (23).
5. reservoir desilting system according to claim 1, it is characterised in that: said inner tube (10) is telescopic tube.
6. reservoir desilting system according to claim 5, it is characterised in that: said inner tube (10) includes linking together
At least two unit pipes (101) are inserted in a left side for the unit pipes (101) positioned at right positioned at the right part of the unit pipes (101) of left
In end, and the right part for being located at the unit pipes (101) of left is equipped with positioning pin (102), the unit pipes (101) positioned at right
Left part side wall be equipped with and positioning pin (102) match strip groove (103), meanwhile, sand inlet (11) is located at leftmost
In unit pipes (101).
7. reservoir desilting system according to claim 1, it is characterised in that: be communicated with branch on the side wall of said inner tube (10)
It manages (40), branch pipe (40), which is equipped with, divides sand inlet (41).
8. reservoir desilting system according to claim 7, it is characterised in that: the branch pipe (40) is telescopic tube.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710666767.1A CN109385986A (en) | 2017-08-07 | 2017-08-07 | Reservoir desilting system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710666767.1A CN109385986A (en) | 2017-08-07 | 2017-08-07 | Reservoir desilting system |
Publications (1)
Publication Number | Publication Date |
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CN109385986A true CN109385986A (en) | 2019-02-26 |
Family
ID=65412768
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201710666767.1A Pending CN109385986A (en) | 2017-08-07 | 2017-08-07 | Reservoir desilting system |
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CN (1) | CN109385986A (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1244614A (en) * | 1998-08-07 | 2000-02-16 | 何相华 | Pipe silt discharging method and discharger |
CN1409790A (en) * | 1999-12-09 | 2003-04-09 | 由信州大学校长代表的日本国 | System and method for discharging deposit |
CN1438388A (en) * | 2003-01-16 | 2003-08-27 | 高中明 | Water-pressure pipe sand-discharging apparatus |
JP2012255276A (en) * | 2011-06-08 | 2012-12-27 | Shimizu Corp | Sand removal method of dam sediment |
CN207062902U (en) * | 2017-08-07 | 2018-03-02 | 范元庆 | Reservoir desilting system |
-
2017
- 2017-08-07 CN CN201710666767.1A patent/CN109385986A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1244614A (en) * | 1998-08-07 | 2000-02-16 | 何相华 | Pipe silt discharging method and discharger |
CN1409790A (en) * | 1999-12-09 | 2003-04-09 | 由信州大学校长代表的日本国 | System and method for discharging deposit |
CN1438388A (en) * | 2003-01-16 | 2003-08-27 | 高中明 | Water-pressure pipe sand-discharging apparatus |
JP2012255276A (en) * | 2011-06-08 | 2012-12-27 | Shimizu Corp | Sand removal method of dam sediment |
CN207062902U (en) * | 2017-08-07 | 2018-03-02 | 范元庆 | Reservoir desilting system |
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Application publication date: 20190226 |