CN106592521A - Intertidal zone fish culture inning structure - Google Patents
Intertidal zone fish culture inning structure Download PDFInfo
- Publication number
- CN106592521A CN106592521A CN201610979236.3A CN201610979236A CN106592521A CN 106592521 A CN106592521 A CN 106592521A CN 201610979236 A CN201610979236 A CN 201610979236A CN 106592521 A CN106592521 A CN 106592521A
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- China
- Prior art keywords
- dam body
- dam
- support bar
- pile tube
- height
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01K—ANIMAL HUSBANDRY; CARE OF BIRDS, FISHES, INSECTS; FISHING; REARING OR BREEDING ANIMALS, NOT OTHERWISE PROVIDED FOR; NEW BREEDS OF ANIMALS
- A01K63/00—Receptacles for live fish, e.g. aquaria; Terraria
- A01K63/003—Aquaria; Terraria
Abstract
The invention discloses an intertidal zone fish culture inning structure which comprises a dam and a fishpond located on the inner side of the dam. The dam comprises a main dam body and an auxiliary dam body arranged on the inner side of the main dam body, the dam top height of the auxiliary dam body is smaller than the dam top height of the main dam body, and the height of the horizontal plane of the fishpond is smaller than the dam top height of the auxiliary dam body; an outer slope is arranged on the outer side of the main dam body, a plurality of rows of pipe piles are arranged in the main dam body in the length direction of the dam body, a radial pipe pile supporting structure is arranged at the lower end of the pipe pile, and a block is arranged at the position, close to the dam top of the fishpond, of the auxiliary dam body along the length direction of the dam body; and the height of the block is larger than the height of the dam top of the main dam body. By means of the intertidal zone fish culture inning structure, the problems that the inning structure in the prior art is low in intensity, poor in stability, short in service life and very high in cost due to the adoption of the concrete inning manner; and the inning structure is high in intensity, good in stability, low in cost and long in service life, and has the very high practical value.
Description
Technical field
The present invention relates to technical field is enclosed and cultivated in ocean, breed fish more particularly, to a kind of beach suitable for bay and enclose and cultivate knot
Structure.
Background technology
China's marine resources enrich, seashore line length, in order to make full use of resource, the beach in many bays to can be carried out enclosing
Cultivate, for sea water aquaculture and proportion of crop planting etc., wherein dykes and dams are the most key infrastructure in Tidal Flat Reclamation, due to
Beach soil property moisture is higher, and soil property is softer, the reclamation structures such as the dykes and dams that method is formed such as piles up using tradition strong in prior art
Spend not high, stability poor, the problems such as caving in easily occur, the life-span of reclamation structure is shorter；And completely using the side of concrete cast
Method is carried out enclosing and cultivating operation and will greatly improve the cost of Tidal Flat Reclamation, lacks feasibility economically.Publication date is April 13 in 2011
Day, the patent document of 201794057 U of Publication No. CN discloses a kind of shallow sea reclamation structure, including dykes and dams, raise soil layer and
Man-made lake, raises soil layer top layer and is additionally provided with the ditch network for being connected to man-made lake, ditch network depth and Water table.The technical side
The ditch network depth of case and Water table, can be taken to the salt in soil in man-made lake by rainwater, the desalination in soil
Journey can rely on rainfall and complete, and without the need for irrigating, can save great lot of water resources, and desalination processes are more uniformly distributed and rapidly；People
The sea-farming that work lake then can be used in agricultural.This structure mainly considers the desalting processing for enclosing and cultivating interior soil.Publication date
For on January 27th, 2010, the patent document of Publication No. CN 201390947Y disclosed a kind of reclamation dam, including one meets sea
Portion and a land sidepiece, it is described meet extra large portion by an a quarter circle curved surface and two right-angle sides constitute a tubulose, the land sidepiece is
One square empty van, the diameter side for meeting extra large portion are fixed together with the land sidepiece.The structure can well adapt to soft
Soil base, meets extra large portion's energy storm resisting, and land sidepiece can meet backfill and require, the top of land sidepiece can also meet driving and require.But
The hollow dam configuration needs entirety to adopt concreting, relatively costly.
The content of the invention
The present invention is to solve the reclamation structure intensity that method is formed such as to pile up using tradition in the Tidal Flat Reclamation of prior art
Low, stability is poor, service life is shorter and encloses and cultivates the very high problem of mode cost using concrete, there is provided a kind of intensity is high, make
With life-span length and lower-cost beach is breeded fish reclamation structure.
The concrete technical scheme that adopts to solve the above problems of the present invention is, a kind of beach is breeded fish reclamation structure, including
Dykes and dams and the fish pond positioned at internal side of dyke or dam, the dykes and dams include key dam body and are arranged on the auxiliary dam body of side in key dam body, the pair
Highly less than the dam crest height of key dam body, the height of the horizontal plane in fish pond is less than the dam crest height of auxiliary dam body to the dam crest of dam body, main
The length direction in outer inclined-plane, key dam body along dam body is provided with the outside of dam body and is provided with multiple row pile tube, pile tube lower end is provided with radial
Pile tube supporting construction, auxiliary dam body is provided with block along the length direction of dam body on the dam crest in fish pond, and the height of block is more than
The dam crest height of key dam body.The dam body of the present invention includes key dam body and is arranged on the auxiliary dam body of side in key dam body, the height of auxiliary dam body
Degree can be used to arrange affiliated facility less than key dam body.Length direction in key dam body along dam body of the invention is provided with many
Tubulation stake, pile tube lower end are provided with radial pile tube supporting construction, the supporting construction stable so as to form pile tube bottom so that pipe
Stake erects stable, is difficult angular displacements, improves reclamation structure intensity so as to reach, and improves the stability of reclamation structure, and prolongation is enclosed
Cultivate the purpose of structure service life.Meanwhile, pile tube lighter in weight, implantation dam body are also relatively easy, with concrete reclamation structure phase
It is more relatively low than cost, solve the problems, such as that existing concrete encloses and cultivates mode relatively costly.And in auxiliary dam body on the dam crest in fish pond
Block is set along the length direction of dam body, and the height blocked can avoid what is caused in typhoon etc. more than the height of key dam body
Fish pond water level is too high and when covering dykes and dams in fish pond breeded fish class escape.Here the horizontal plane in fish pond refers to fish under normal circumstances
The water level on the pool.
Preferably, pile tube includes circular body and is arranged on the conical pile crown of bottom of the pipe, conical pile crown and body
The external diameter of binding end more than body external diameter, be provided with the body cylinder slide block and 3-5 root support bars, support bar it is upper
End is hinged with the bottom of slide block, and body is provided with corresponding with the support bar quantity with the junction tube wall of conical pile crown
Axial elongated slot, in the gathering sill arranged at the top of conical pile crown, the pile tube enters dam for the lower end of the support bar
After body, slide block pushes drive support bar and stretches out from the axial elongated slot of body, forms described radial pipe in the lower end of pile tube
Pile-supported structure.Pile tube supporting mechanism is preset in pile tube, after pile tube is squeezed in dam body, by hammering or pile tube can be extruded
Interior slide block, the support bar below the slide block is stretched out from the bottom of pile tube is radial, is formed in the lower end of pile tube and is put
Penetrate shape pile tube supporting construction.This structure operation is convenient, and the supporting role to pile tube is obvious, can significantly improve the structure of dykes and dams
Intensity, extends the service life of dykes and dams.
Preferably, the bottom periphery of slide block is provided with breach corresponding with support bar quantity, jointed shaft in breach, is provided with,
The upper end of support bar is hinged on jointed shaft.Support bar is hinged with slide block can be in order to the assembling of pile tube, it is to avoid in production fortune
During defeated, slide block is separated with support bar, affects to plant being smoothed out for stake work.
Preferably, the cross section of support bar is square, the bottom of support bar is provided with guiding pyramid, the gathering sill
For low inside and high outside incline structure, when support bar is located in body, the conical surface for being oriented to pyramid is abutted with the bottom land of gathering sill.Support
The conical surface of the guiding pyramid of the bottom of bar is coordinated with low inside and high outside gathering sill, it can be ensured that support bar is stretched from corresponding elongated slot
Go out, here low inside and high outside refers to that gathering sill is higher near the center of pile tube, and gathering sill is near one end of pile tube outer peripheral face
It is relatively low.
Preferably, the outer inclined-plane of key dam body is provided with the wave electric generating apparatus that disappear, on the outer inclined-plane Shang Yanwai inclined-planes of key dam body
Lower direction is set side by side with multiple grooves, and the wave electric generating apparatus that disappear include the main shaft being arranged in groove and are arranged on main shaft
Spiral blade, the two ends of main shaft are equipped with axle bed, positioned at main shaft upper end spiral blade its rotate with diameter greater than being located at
The rotation diameter of the spiral blade of main shaft lower end, the upper end of main shaft are connected with the electromotor being arranged in dam body by bevel gear
Connect.Groove is set on the outer inclined-plane of key dam body spiral blade is installed, using wave along the outer inclined-plane impulsive force band upwards of dykes and dams
Movable vane piece is rotated, and is generated electricity so as to drive electromotor to rotate, and one carrys out the structural strength that the structures such as its groove can improve key dam body, and two
Carry out TRT and alleviate impact of the wave to dykes and dams, improve the service life of dykes and dams, while alluvion can be made full use of
The energy of dykes and dams.And be located at main shaft upper end spiral blade its rotate with diameter greater than the spiral blade positioned at main shaft lower end
Diameter is rotated, i.e., up big and down small spiral blade is more beneficial for cutting down the power that wave rises, and what wave was more up subject to hinders
Power is bigger, therefore has more preferable wave absorbing effect.Here its outward flange track when rotation diameter refers to that spiral blade is rotated
The circle diameter of composition.
Preferably, penstock is transversely provided with dam body, the medial extremity connection fish pond of penstock, the outboard end of penstock with
The upper end of groove couples to form irrigating gate, and upright flash board is provided with irrigating gate.The structure is using the wave for rising
Sea water is provided for the sea-farming fish pond in dykes and dams, by flash board be turned on and off control whether give fish pond supply water.
Preferably, deflector is coated with groove, some flow deflectors on the deflector, are formed with, the flow deflector
In recessed arc, the upper end of flow deflector is coupled longitudinal section with deflector, and the lower end of flow deflector is deflected to the side away from groove,
Water inlet is formed on deflector below flow deflector, the upper end of deflector is provided with outlet.Flow deflector on deflector play by
Wave imports the function generated electricity by groove, and current are finally gushed out from outlet, down directly flowed by the upper surface of deflector
Go back to sea, it is to avoid current flow back into groove.
Preferably, the drinking-water pipe of level sensor and connection water plug is provided with pile tube, the level sensor connects
Connect water plug.As the lower end of pile tube has axial elongated slot, the moisture of dam body can enter pile tube by elongated slot, and in pile tube
Interior setting level sensor, when in pile tube, water level is higher, level sensor sends signal and opens water plug extracts product in time out
Water, can so reduce the water content of dam body, reduce the probability that piping occur in dykes and dams, and the structural strength of dam body is enclosed and cultivated in raising.
The invention has the beneficial effects as follows, it efficiently solves the reclamation structure low intensity of prior art, stability is poor, make
The very high problem of mode cost is enclosed and cultivated with short life and using concrete, the beach of present invention reclamation structure intensity of breeding fish is high, steady
Qualitative good, low cost and long service life, with very high practical value.
Description of the drawings
Fig. 1 is a kind of cross-sectional structure schematic diagram of reclamation structure of the present invention；
Fig. 2 is a kind of structural representation of cone pile crown of the invention；
Fig. 3 is a kind of structure sectional view of cone pile crown of the invention；
Fig. 4 is a kind of original state structure sectional view of pile tube of the present invention；
Fig. 5 is a kind of end-state structure sectional view of pile tube of the present invention；
Fig. 6 is the partial enlarged drawing of Fig. 5；
Fig. 7 is a kind of draw bail sectional view of present invention slider and support bar；
Fig. 8 is another kind of cross-sectional structure schematic diagram of reclamation structure of the present invention.
In figure：1. fish pond, 2. key dam body, 3. auxiliary dam body, 4. outer inclined-plane, 5. pile tube, 6. blocks, and 7. body, 8. conical
Pile crown, 9. slide block, 10. support bar, 11. axial elongated slots, 12. gathering sills, 13. breach, 14. jointed shafts, 15. grooves, 16. masters
Axle, 17. spiral blades, 18. axle beds, 19. bevel gears, 20. electromotors, 21. penstocks, 22. irrigating gates, 23. retaining boxs
Plate, 24. flow deflectors, 25. water inlets, 26. outlets.
Specific embodiment
Below by embodiment and combine accompanying drawing technical scheme is described in further detail.
Embodiment 1
In embodiment 1 as shown in Figure 1, a kind of beach is breeded fish reclamation structure, including dykes and dams and the fish pond positioned at internal side of dyke or dam
1, the dykes and dams include key dam body 2 and are arranged on the auxiliary dam body 3 of side in key dam body, and the dam crest of the auxiliary dam body is highly less than key dam
The dam crest height of body, the height of the horizontal plane in fish pond are less than the dam crest height of auxiliary dam body, and auxiliary dam body is near edge on the dam crest in fish pond
The length direction of dam body is provided with block 6, and the height of block is more than the dam crest height of key dam body.Outer inclined-plane is provided with the outside of key dam body
4, the length direction in key dam body along dam body is provided with 2 tubulation stakes 5（See Fig. 4）, the pile tube include circle body 7 and be arranged on
The conical pile crown 8 of bottom of the pipe（See Fig. 2 Fig. 3）, the external diameter of the external diameter of conical pile crown and body binding end more than body, pipe
The slide block 9 and the support bar 10 that 4 cross sections are square of cylinder are provided with vivo, and the bottom periphery of slide block is provided with and support
Corresponding 4 breach 13 of bar quantity, are provided with jointed shaft 14 in breach, the upper end of support bar is with the bottom of slide block by being hinged
Axle is hinged（See Fig. 7）.Body is provided with 4 axial directions corresponding with the support bar quantity with the junction tube wall of conical pile crown
Elongated slot 11, the lower end of the support bar is in the gathering sill 12 arranged at the top of conical pile crown；The bottom of support bar sets
Have a guiding pyramid, the gathering sill is low inside and high outside incline structure, when support bar is located in body, be oriented to the conical surface of pyramid with
The bottom land of gathering sill is abutted.After the pile tube enters dam body, slide block pushes drive support bar and stretches out from the axial elongated slot of body,
Radial pile tube supporting construction is formed in the lower end of pile tube（See Fig. 5 Fig. 6）.
Embodiment 2
The outer inclined-plane of the key dam body of embodiment 2 is provided with the wave electric generating apparatus that disappear, the outer inclined-plane Shang Yanwai inclined-planes upper and lower of key dam body
To multiple grooves 15 are set side by side with, the wave electric generating apparatus that disappear include the main shaft 16 being arranged in groove and are arranged on main shaft
Spiral blade 17, the two ends of main shaft are equipped with axle bed 18, positioned at main shaft upper end spiral blade its rotate with diameter greater than
Positioned at the rotation diameter of the spiral blade of main shaft lower end, the upper end of main shaft passes through bevel gear 19 and is arranged on sending out in dam body
Motor 20 connects（See Fig. 8）.Penstock 21 is transversely provided with key dam body and auxiliary dam body, the medial extremity connection fish pond of penstock is drawn
The outboard end of water channel couples to form irrigating gate 22 with the upper end of groove, and upright flash board 23 is provided with irrigating gate.
Deflector is coated with groove, some flow deflectors 24, the longitudinal section of the flow deflector on the deflector, is formed with
In recessed arc, the upper end of flow deflector is coupled with deflector, and the lower end of flow deflector is deflected to the side away from groove, flow deflector
Water inlet 25 is formed on the deflector of lower section, the upper end of deflector is provided with outlet 26.
The drinking-water pipe of level sensor and connection water plug is provided with the pile tube of the present embodiment（It is not drawn in figure）, it is described
Level sensor connects water plug, and remaining is identical with embodiment 1.
When the reclamation structure of the present invention is constructed, first lay pile tube on the good dam body of heap, pile tube squeeze into after again in hammer blow tubular pile
Slide block（Slide block can be put into pile tube after pile tube squeezes into dam body with support bar or be tied using Simple sealed on axial elongated slot
Structure, produces impact to slide block and support bar when preventing piling）, make slide block fall support bar is ejected body, in the bottom of pile tube
Radial pile tube supporting construction is formed, can be played a part of stably to enclose and cultivate dam structure, be improved dam body intensity.
In addition to the implementation, in the scope disclosed in claims of the present invention and description, the skill of the present invention
Art feature or technical data can be reselected and be combined, and so as to constitute new embodiment, these present invention are without detailed
The embodiment of thin description is that those skilled in the art just can be realized easily without the need for creative work, therefore these are not detailed
The embodiment of description also should be regarded as the present invention specific embodiment and within protection scope of the present invention.
Claims (8)
1. a kind of beach is breeded fish reclamation structure, including dykes and dams and the fish pond positioned at internal side of dyke or dam（1）, it is characterized in that, the dykes and dams
Including key dam body（2）And it is arranged on the auxiliary dam body of side in key dam body（3）, the dam crest of the auxiliary dam body is highly less than the dam of key dam body
Heights of roofs, the height of the horizontal plane in fish pond are provided with outer inclined-plane less than the dam crest height of auxiliary dam body on the outside of key dam body（4）, key dam
Length direction along dam body is provided with multiple row pile tube in vivo（5）, pile tube lower end is provided with radial pile tube supporting construction, and auxiliary dam body is leaned on
Length direction on the dam crest in nearly fish pond along dam body is provided with block（6）, the dam crest height of the height of block more than key dam body.
2. the beach according to claim 1 is breeded fish reclamation structure, it is characterized in that, the pile tube includes the body of circle（7）
And it is arranged on the conical pile crown of bottom of the pipe（8）, the external diameter of the external diameter of conical pile crown and body binding end more than body, institute
State the slide block that cylinder is provided with body（9）And 3-5 root support bars（10）, the upper end of support bar is cut with scissors with the bottom of slide block
Connect, body is provided with axial elongated slot corresponding with the support bar quantity with the junction tube wall of conical pile crown（11）, it is described
The lower end of support bar is positioned at the gathering sill arranged at the top of conical pile crown（12）It is interior, after the pile tube enters dam body, under slide block
The dynamic support bar of pressure zone is stretched out from the axial elongated slot of body, forms described radial pile tube supporting construction in the lower end of pile tube.
3. beach according to claim 2 is breeded fish reclamation structure, it is characterized in that, the bottom periphery of the slide block be provided with
The corresponding breach of support bar quantity（13）, in breach, it is provided with jointed shaft（14）, the upper end of support bar is hinged on jointed shaft.
4. beach according to claim 2 is breeded fish reclamation structure, it is characterized in that, the cross section of the support bar is in pros
Shape, the bottom of support bar are provided with guiding pyramid, and the gathering sill is low inside and high outside incline structure, and support bar is in body
When, the conical surface for being oriented to pyramid is abutted with the bottom land of gathering sill.
5. the beach according to claim 1 is breeded fish reclamation structure, it is characterized in that, the outer inclined-plane of the key dam body is provided with
Disappear wave electric generating apparatus, and the outer inclined-plane Shang Yanwai inclined-planes above-below direction of key dam body is set side by side with multiple grooves（15）, the wave that disappears
TRT includes the main shaft being arranged in groove（16）And the spiral blade being arranged on main shaft（17）, the two ends of main shaft are equal
It is provided with axle bed（18）, positioned at main shaft upper end spiral blade its rotate with diameter greater than the spiral blade positioned at main shaft lower end
Diameter is rotated, the upper end of main shaft passes through bevel gear（19）With the electromotor being arranged in dam body（20）Connection.
6. beach according to claim 5 is breeded fish reclamation structure, it is characterized in that, penstock is transversely provided with dam body（21）,
The medial extremity connection fish pond of penstock, the outboard end of penstock couple to form irrigating gate with the upper end of groove（22）, irrigating gate
Place is provided with upright flash board（23）.
7. beach according to claim 5 is breeded fish reclamation structure, it is characterized in that, deflector, institute are coated with the groove
State（24）, the longitudinal section of the flow deflector is in recessed arc, the upper end of flow deflector with
Deflector couples, and the lower end of flow deflector is deflected to the side away from groove, forms water inlet on the deflector below flow deflector
（25）, the upper end of deflector is provided with outlet（26）.
8. the beach according to any one of claim 1-7 is breeded fish reclamation structure, it is characterized in that, level sensor is provided with pile tube
The drinking-water pipe of device and connection water plug, the level sensor connect water plug.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610979236.3A CN106592521B (en) | 2016-11-07 | 2016-11-07 | Beach is breeded fish reclamation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610979236.3A CN106592521B (en) | 2016-11-07 | 2016-11-07 | Beach is breeded fish reclamation structure |
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| Publication Number | Publication Date |
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| CN106592521A true CN106592521A (en) | 2017-04-26 |
| CN106592521B CN106592521B (en) | 2018-11-20 |
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| CN201610979236.3A Active CN106592521B (en) | 2016-11-07 | 2016-11-07 | Beach is breeded fish reclamation structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108157253A (en) * | 2017-12-15 | 2018-06-15 | 浙江海洋大学 | One kind encloses pool dykes and dams seining cultivation base for coastal waters beach |
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Also Published As
| Publication number | Publication date |
|---|---|
| CN106592521B (en) | 2018-11-20 |
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