CN106592521B - Beach is breeded fish reclamation structure - Google Patents
Beach is breeded fish reclamation structure Download PDFInfo
- Publication number
- CN106592521B CN106592521B CN201610979236.3A CN201610979236A CN106592521B CN 106592521 B CN106592521 B CN 106592521B CN 201610979236 A CN201610979236 A CN 201610979236A CN 106592521 B CN106592521 B CN 106592521B
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- dam body
- dam
- tubular pole
- support rod
- key
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- 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
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Marine Sciences & Fisheries (AREA)
- Animal Husbandry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Environmental & Geological Engineering (AREA)
- Revetment (AREA)
Abstract
It breeds fish reclamation structure the invention discloses a kind of beach, including dykes and dams and positioned at the fish pond of internal side of dyke or dam, the dykes and dams include key dam body and the auxiliary dam body that side in key dam body is arranged in, the dam crest height of the auxiliary dam body is 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, the outside of key dam body is equipped with outer inclined-plane, multiple row tubular pole is equipped with along the length direction of dam body in key dam body, tubular pole lower end is equipped with radial tubular pole support construction, auxiliary dam body is equipped with block along the length direction of dam body on the dam crest in fish pond, the height of block is greater than the dam crest height of key dam body.It efficiently solves the problems, such as that the reclamation structure intensity of the prior art is low, stability is poor, service life is short and it is very high to enclose tideland for cultivation mode cost using concrete, reclamation structure intensity of the invention is high, stability is good, at low cost and long service life, has very high practical value.
Description
Technical field
The present invention relates to oceans to enclose tideland for cultivation technical field, breeds fish more particularly, to a kind of beach suitable for bay and encloses tideland for cultivation knot
Structure.
Background technique
China's marine resources are abundant, and seashore wire length, in order to make full use of resource, the beach in many bays can be carried out enclosing
It cultivates, for seawater aquaculture and crop planting etc., wherein dykes and dams are infrastructure the most key in Tidal Flat Reclamation, due to
Beach soil property moisture is higher, and soil property is softer, and it is strong the methods of to pile up the reclamation structures such as the dykes and dams formed using tradition in the prior art
The problems such as degree is not high, stability is poor, easily collapses, the service life of reclamation structure is shorter；And completely using the side of concrete casting
Method carries out enclosing tideland for cultivation cost of the operation by Tidal Flat Reclamation is greatly improved, and 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 surface 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 and water table of case can be taken the salt in soil in man-made lake to by rainwater, the desalination in soil
Journey can rely on rainfall and complete, and without irrigating, can save great lot of water resources, and desalination processes are more uniformly and rapid；People
Work lake then can be used for the sea-farming in agricultural.This structure mainly considers the desalting processing for enclosing tideland for cultivation 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 side, described to meet extra large portion and form a tubulose by an a quarter circle curved surface and two right-angle sides, the land side is
One rectangular empty van, the diameter side for meeting extra large portion are fixed together with the land side.The structure can well adapt to soft
Soil base meets extra large portion's energy storm resisting, and land side is able to satisfy backfill and requires, and the top of land side is also able to satisfy driving and requires.But
The hollow dam configuration need to integrally use concreting, higher cost.
Summary of the invention
The present invention is the methods of to pile up the reclamation structure intensity formed using tradition in the Tidal Flat Reclamation for solve the prior art
It is low, stability is poor, service life is shorter and encloses tideland for cultivation the very high problem of mode cost using concrete, provide that a kind of intensity is high, makes
With the service life, long and lower-cost beach is breeded fish reclamation structure.
The specific technical solution that the present invention uses in order to solve the above problem is, a kind of beach is breeded fish reclamation structure, including
Dykes and dams and fish pond positioned at internal side of dyke or dam, the dykes and dams include key dam body and the auxiliary dam body that side in key dam body is arranged in, the pair
The dam crest height of dam body is less than the dam crest height of key dam body, and the height of the horizontal plane in fish pond is less than the dam crest height of auxiliary dam body, main
The outside of dam body is equipped with outer inclined-plane, and the interior length direction along dam body of key dam body is equipped with multiple row tubular pole, and tubular pole lower end is equipped with radial
Tubular pole support construction, auxiliary dam body is equipped with block along the length direction of dam body on the dam crest in fish pond, and the height of block is greater than
The dam crest height of key dam body.Dam body of the invention includes key dam body and the auxiliary dam body that side in key dam body is arranged in, the height of auxiliary dam body
Degree is lower than key dam body, can be used to that affiliated facility is arranged.The present invention is equipped in key dam body along the length direction of dam body more
Tubulation stake, tubular pole lower end is equipped with radial tubular pole support construction, so that the stable support construction in tubular pole bottom is formed, so that pipe
Stake, which is erect, stablizes, and is not easy angular displacements, improves reclamation structure intensity to reach, improves the stability of reclamation structure, extension is enclosed
Cultivate the purpose of structure service life.Meanwhile tubular pole lighter in weight, implantation dam body is also relatively easy, with concrete reclamation structure phase
Than cost is relatively low, solve the problems, such as that existing concrete encloses tideland for cultivation mode higher cost.And on dam crest of the auxiliary dam body close to fish pond
Block is set along the length direction of dam body, and the height blocked is greater than the height of key dam body, it can be to avoid caused by typhoon etc.
Fish pond water level is excessively 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, tubular pole includes circular tube body and the conical pile crown that bottom of the pipe is arranged in, conical pile crown with
The outer diameter of tube body binding end is greater than the outer diameter of tube body, is equipped with cylindrical sliding block and 3-5 root support rod, support rod in the tube body
Upper end and sliding block lower end it is hinged, the junction tube wall of tube body and conical pile crown is equipped with and the support rod quantity
Corresponding axial direction elongated slot, the lower end of the support rod are located in the guide groove being arranged at the top of conical pile crown, the tubular pole into
After entering dam body, sliding block, which pushes, drives support rod to stretch out out of axial elongated slot of the tube body, and the radiation is formed in the lower end of tubular pole
Shape tubular pole support construction.Presetting tubular pole supporting mechanism in tubular pole can be by hammering or squeezing after tubular pole is squeezed into dam body
Sliding block in tubular pole will be set to the radial stretching in lower end of support rod from tubular pole below sliding block, in the lower end shape of tubular pole
At radial tubular pole support construction.This structure operation is convenient, obvious to the supporting role of tubular pole, can significantly improve dykes and dams
Structural strength extends the service life of dykes and dams.
Preferably, the lower end periphery of sliding block is equipped with notch corresponding with support rod quantity, it is equipped with articulated shaft in notch,
The upper end of support rod is hinged on articulated shaft.Support rod and sliding block hingedly can avoid transporting in production in order to the assembly of tubular pole
Sliding block is separated with support rod during defeated, influences to plant going on smoothly for stake work.
Preferably, the cross section of support rod is square, the lower end of support rod is equipped with guiding pyramid, the guide groove
For low inside and high outside incline structure, when support rod is located in tube body, the conical surface for being oriented to pyramid is abutted with the slot bottom of guide groove.Support
The conical surface and low inside and high outside guide groove of the guiding pyramid of the lower end of bar cooperate, it can be ensured that support rod is stretched out of corresponding elongated slot
Out, it is higher at the center of tubular pole to refer to guide groove for here low inside and high outside, and guide groove is close to one end of tubular pole outer peripheral surface
It is lower.
Disappear wave electric generating apparatus preferably, the outer inclined-plane of key dam body is equipped with, on the inclined-plane outer inclined-plane Shang Yanwai of key dam body
Lower direction is set side by side with multiple grooves, and the wave electric generating apparatus that disappears includes the main shaft being arranged in groove and is arranged on main shaft
Spiral blade, the both ends of main shaft are equipped with axle bed, positioned at main shaft upper end spiral blade its rotate diameter and be greater than and be located at
The upper end of the rotation diameter of the spiral blade of main shaft lower end, main shaft is connected by bevel gear and setting in the intracorporal generator in dam
It connects.Key dam body outer inclined-plane setting groove install spiral blade, using wave outside dykes and dams the upward impact force band in inclined-plane
Movable vane piece rotation, to drive generator rotation power generation, one, which carrys out the structures such as its groove, can be improved the structural strength of key dam body, and two
Carry out the impact that power generator alleviates wave to dykes and dams, improves the service life of dykes and dams, while alluvion can be made full use of
The energy of dykes and dams.And it rotates diameter greater than the spiral blade positioned at main shaft lower end positioned at the spiral blade of main shaft upper end
Diameter is rotated, i.e., up big and down small spiral blade is more advantageous to the power that abatement wave rises, the resistance that wave is more up subject to
Power is bigger, therefore has better wave absorbing effect.Here its outer edge track when rotation diameter refers to spiral blade rotation
The circle diameter of composition.
Preferably, be transversely provided with penstock in dam body, the inner end of penstock is connected to fish pond, the outboard end of penstock with
The upper end of groove couples to form irrigating gate, and upright flash board is equipped at irrigating gate.The structure is to utilize the wave risen
There is provided seawater for the sea-farming fish pond in dykes and dams, by flash board open or close control whether give fish pond supply water.
Preferably, being covered with deflector on groove, several flow deflectors are formed on the deflector, the flow deflector
Longitudal section is in recessed arc, and the upper end of flow deflector couples with deflector, and the lower end of flow deflector is deflected to the side far from groove,
Water inlet is formed on deflector below flow deflector, the upper end of deflector is equipped with water outlet.Flow deflector on deflector play by
Wave imports the function that groove generates electricity, and water flow is finally gushed out from water outlet, directly flowed down by the upper surface of deflector
Sea is gone back to, water flow is avoided to flow back into groove.
Preferably, the drinking-water pipe in tubular pole equipped with water level sensor and connection water plug, the water level sensor connect
Connect water plug.Since the lower end of tubular pole has axial elongated slot, the moisture of dam body can enter tubular pole by elongated slot, and in tubular pole
Interior setting water level sensor, when water level is higher in tubular pole, water level sensor sending signal opens water plug and extracts product out in time
Water can reduce the water content of dam body in this way, reduce dykes and dams and a possibility that piping occur, improve the structural strength for enclosing tideland for cultivation dam body.
The invention has the advantages that reclamation structure intensity that it efficiently solves the prior art is low, stability is poor, makes
Short and enclose tideland for cultivation the very high problem of mode cost using concrete with the service life, beach of the invention reclamation structure intensity of breeding fish is high, steady
Qualitative good, at low cost and long service life has very high practical value.
Detailed description of the invention
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 schematic diagram of conical pile crown of the invention；
Fig. 3 is a kind of structure sectional view of conical pile crown of the invention；
Fig. 4 is a kind of original state structure sectional view of tubular pole of the present invention；
Fig. 5 is a kind of end-state structure sectional view of tubular pole of the present invention；
Fig. 6 is the partial enlarged view of Fig. 5；
Fig. 7 is a kind of coupling structure cross-sectional view of present invention slider and support rod；
Fig. 8 is another cross-sectional structure schematic diagram of reclamation structure of the present invention.
In figure：1. fish pond, 2. key dam bodies, 3. auxiliary dam bodies, 4. outer inclined-planes, 5. tubular poles, 6. blocks, 7. tube bodies, 8. cones
Pile crown, 9. sliding blocks, 10. support rods, 11. axial elongated slots, 12. guide grooves, 13. notches, 14. articulated shafts, 15. grooves, 16. is main
Axis, 17. spiral blades, 18. axle beds, 19. bevel gears, 20. generators, 21. penstocks, 22. irrigating gates, 23. retaining boxs
Plate, 24. flow deflectors, 25. water inlets, 26. water outlets.
Specific embodiment
The technical scheme of the present invention will be explained in further detail by way of example and in conjunction with the accompanying drawings.
Embodiment 1
In embodiment 1 as shown in Figure 1, a kind of beach is breeded fish reclamation structure, including dykes and dams and positioned at internal side of dyke or dam
Fish pond 1, the dykes and dams include key dam body 2 and the auxiliary dam body 3 that side in key dam body is arranged in, and the dam crest height of the auxiliary dam body is less than
The dam crest height of key dam body, the height of the horizontal plane in fish pond are less than the dam crest height of auxiliary dam body, dam crest of the auxiliary dam body close to fish pond
On along the length direction of dam body be equipped with block 6, the height of block is greater than the dam crest height of key dam body.The outside of key dam body is equipped with outer
Inclined-plane 4, the interior length direction along dam body of key dam body are equipped with 2 tubulation stakes 5（See Fig. 4）, the tubular pole includes circular tube body 7 and sets
Set the conical pile crown 8 in bottom of the pipe（See Fig. 2 Fig. 3）, the outer diameter of conical pile crown and tube body binding end is greater than the outer of tube body
Diameter, tube body is interior to be equipped with the square support rod 10 of cylindrical sliding block 9 and 4 cross sections, and the lower end periphery of sliding block is equipped with
4 notches 13 corresponding with support rod quantity, notch is interior to be equipped with articulated shaft 14, and the upper end of support rod and the lower end of sliding block are logical
It is hinged to cross articulated shaft（See Fig. 7）.The junction tube wall of tube body and conical pile crown is equipped with and the support rod quantity corresponding 4
The lower end of item axial direction elongated slot 11, the support rod is located in the guide groove 12 being arranged at the top of conical pile crown；Under support rod
End is equipped with guiding pyramid, and the guide groove is that low inside and high outside incline structure is oriented to pyramid when support rod is located in tube body
The conical surface is abutted with the slot bottom of guide groove.After the tubular pole enters dam body, sliding block, which pushes, drives axial elongated slot of the support rod from tube body
Interior stretching forms radial tubular pole support construction in the lower end of tubular pole（See Fig. 5 Fig. 6）.
Embodiment 2
The outer inclined-plane of the key dam body of embodiment 2, which is equipped with, to disappear wave electric generating apparatus, on the inclined-plane outer inclined-plane Shang Yanwai of key dam body
Lower direction is set side by side with multiple grooves 15, and the wave electric generating apparatus that disappears includes the main shaft 16 being arranged in groove and is arranged in master
Spiral blade 17 on axis, the both ends of main shaft are equipped with axle bed 18, positioned at its rotation diameter of the spiral blade of main shaft upper end
Greater than the rotation diameter for the spiral blade for being located at main shaft lower end, the upper end of main shaft by bevel gear 19 and is arranged in dam body
Generator 20 connect（See Fig. 8）.Penstock 21 is transversely provided in key dam body and auxiliary dam body, the inner end of penstock is connected to fish
The pool, the outboard end of penstock couple to form irrigating gate 22 with the upper end of groove, and upright flash board 23 is equipped at irrigating gate.
It is covered with deflector on groove, several flow deflectors 24, the longitudal section of the flow deflector are formed on the deflector
In recessed arc, the upper end of flow deflector couples with deflector, and the lower end of flow deflector is deflected to the side far from groove, flow deflector
Water inlet 25 is formed on the deflector of lower section, the upper end of deflector is equipped with water outlet 26.
Drinking-water pipe in the tubular pole of the present embodiment equipped with water level sensor and connection water plug（It is not drawn into figure）, described
Water level sensor connects water plug, remaining and embodiment 1 are identical.
When reclamation structure construction of the invention, first lay tubular pole on the good dam body of heap, tubular pole squeeze into after again in hammer blow tubular pile
Sliding block（Sliding block and support rod can be put into tubular pole after tubular pole squeezes into dam body or use Simple sealed knot on axial elongated slot
Structure prevents from having an impact sliding block and support rod when piling）, so that sliding block is fallen and support rod ejected into tube body, in the bottom of tubular pole
Radial tubular pole support construction is formed, can play the role of stablizing and enclose tideland for cultivation dam structure, improve dam body intensity.
In addition to the implementation, within the scope of the claims of the present invention and the specification, skill of the invention
Art feature or technical data can be reselected and be combined, to constitute new embodiment, these present invention are not detailed
The embodiment carefully described is that those skilled in the art can realize easily without creative work, therefore these are not detailed
The embodiment of description also should be regarded as specific embodiments of the present invention and within protection scope of the present invention.
Claims (4)
- The reclamation structure 1. a kind of beach is breeded fish, including dykes and dams and positioned at the fish pond of internal side of dyke or dam（1）, characterized in that the dykes and dams Including key dam body（2）And the auxiliary dam body of side in key dam body is set（3）, the dam crest height of the auxiliary dam body is less than the dam of key dam body Heights of roofs, the height of the horizontal plane in fish pond are less than the dam crest height of auxiliary dam body, and the outside of key dam body is equipped with outer inclined-plane（4）, key dam Multiple row tubular pole is equipped with along the length direction of dam body in vivo（5）, tubular pole lower end is leaned on equipped with radial tubular pole support construction, auxiliary dam body Length direction on the dam crest in nearly fish pond along dam body is equipped with block（6）, the height of block is greater than the dam crest height of key dam body；It is described The outer inclined-plane of key dam body is equipped with the wave electric generating apparatus that disappears, and the inclined-plane the outer inclined-plane Shang Yanwai up and down direction of key dam body is set side by side with more A groove（15）, the wave electric generating apparatus that disappears includes the main shaft being arranged in groove（16）And the helical form leaf on main shaft is set Piece（17）, the both ends of main shaft are equipped with axle bed（18）, positioned at the spiral blade of main shaft upper end, its rotation diameter is greater than positioned at master The rotation diameter of the spiral blade of axis lower end, the upper end of main shaft pass through bevel gear（19）With setting in the intracorporal generator in dam （20）Connection；The tubular pole includes circular tube body（7）And the conical pile crown of bottom of the pipe is set（8）, conical pile crown It is greater than the outer diameter of tube body with the outer diameter of tube body binding end, is equipped with cylindrical sliding block in the tube body（9）And 3-5 root support rod （10）, the upper end of support rod and the lower end of sliding block are hinged, and the junction tube wall of tube body and conical pile crown is equipped with and institute State the corresponding axial elongated slot of support rod quantity（11）, the lower end of the support rod is located at the guiding being arranged at the top of conical pile crown Slot（12）Interior, after the tubular pole enters dam body, sliding block, which pushes, drives support rod to stretch out out of axial elongated slot of the tube body, in tubular pole Lower end forms the radial tubular pole support construction；It is covered with deflector on the groove, if being formed on the deflector Dry flow deflector（24）, the longitudal section of the flow deflector is in recessed arc, and the upper end of flow deflector couples with deflector, flow deflector Lower end is deflected to the side far from groove, forms water inlet on the deflector below flow deflector（25）, the upper end of deflector is equipped with Water outlet（26）；Drinking-water pipe in tubular pole equipped with water level sensor and connection water plug, the water level sensor connection are drawn water Device.
- The reclamation structure 2. beach according to claim 1 is breeded fish, characterized in that the lower end periphery of the sliding block be equipped with The corresponding notch of support rod quantity（13）, notch is interior to be equipped with articulated shaft（14）, the upper end of support rod is hinged on articulated shaft.
- The reclamation structure 3. beach according to claim 1 is breeded fish, characterized in that the cross section of the support rod is in pros Shape, the lower end of support rod are equipped with guiding pyramid, and the guide groove is low inside and high outside incline structure, and support rod is located in tube body When, the conical surface for being oriented to pyramid is abutted with the slot bottom of guide groove.
- The reclamation structure 4. beach according to claim 1 is breeded fish, characterized in that penstock is transversely provided in dam body（21）, The inner end of penstock is connected to fish pond, and the outboard end of penstock couples to form irrigating gate with the upper end of groove（22）, irrigating gate Place is equipped with upright flash board（23）.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610979236.3A CN106592521B (en) | 2016-11-07 | 2016-11-07 | Beach is breeded fish reclamation structure |
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| 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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| CN106592521A CN106592521A (en) | 2017-04-26 |
| CN106592521B true CN106592521B (en) | 2018-11-20 |
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| 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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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN2197387Y (en) * | 1993-02-18 | 1995-05-17 | 张国梁 | Bearing pile moulding apparatus |
| CN101199270B (en) * | 2007-11-21 | 2011-08-17 | 史海萍 | Construction of countryside simple flood protection rearing pond |
| KR100932091B1 (en) * | 2009-05-26 | 2009-12-16 | 오광식 | Method and device establishig reclaimed land of a sea wall and device installing |
| CN102296569B (en) * | 2011-07-12 | 2013-06-19 | 长乐杭辉日用品有限公司 | Sea-reclamation building and installation process thereof |
| CN202913416U (en) * | 2012-11-07 | 2013-05-01 | 宁波大学 | Drainage slide-resistant pile |
| JP5475182B1 (en) * | 2013-11-21 | 2014-04-16 | 英一 猪坂 | Weir type power generator |
| JP2015183453A (en) * | 2014-03-25 | 2015-10-22 | 株式会社横河住金ブリッジ | Dam body |
| CN104153936B (en) * | 2014-05-15 | 2016-03-09 | 浙江海洋学院 | Be provided with the breakwater of wave-type electric generator |
| CN104373284B (en) * | 2014-10-11 | 2016-08-24 | 河海大学 | A kind of bank formula breakwater is held concurrently two-way airflow Wave energy electric generator |
| CN204589927U (en) * | 2015-01-12 | 2015-08-26 | 江苏奥尼斯环保科技有限公司 | A kind of water remediation that is used for combines fast-assembling glass fiber reinforced plastic check dam |
| CN204690679U (en) * | 2015-05-10 | 2015-10-07 | 吴聪辉 | Buffering reverse-flow type bank protection on a kind of power station |
| CN105545580B (en) * | 2016-02-02 | 2017-10-13 | 河海大学 | A kind of horizontal axis tidal current energy hydraulic turbine with Fermat spiral vane |
| CN105736231B (en) * | 2016-02-02 | 2017-12-26 | 河海大学 | A kind of horizontal axis tidal current energy hydraulic turbine of band snail spiral vane |
| CN105545574A (en) * | 2016-03-04 | 2016-05-04 | 江苏大学 | Spiral blade type low-water-head hydraulic electric generator set |
| CN105672199B (en) * | 2016-03-25 | 2018-04-17 | 中交第三航务工程勘察设计院有限公司 | A kind of dock structure and its construction method suitable for silt coast |
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