CN106592520B - Beach is built up fields reclamation structure - Google Patents
Beach is built up fields reclamation structure Download PDFInfo
- Publication number
- CN106592520B CN106592520B CN201610977671.2A CN201610977671A CN106592520B CN 106592520 B CN106592520 B CN 106592520B CN 201610977671 A CN201610977671 A CN 201610977671A CN 106592520 B CN106592520 B CN 106592520B
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- Prior art keywords
- dam body
- support rod
- dam
- tubular pole
- deflector
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Classifications
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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
-
- 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
- F03B13/08—Machine or engine aggregates in dams or the like; Conduits therefor, e.g. diffusors
-
- 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
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
It builds up fields reclamation structure the invention discloses a kind of beach, field including dykes and dams and on the inside of dam body, the dykes and dams include key dam body and auxiliary dam body, length direction in key dam body and auxiliary dam body along dam body is equipped with 1-2 tubulation stake, the tubular pole includes round tube body and the conical pile crown that bottom of the pipe is arranged in, cylindrical sliding block and 3-4 root support rod are equipped in the tube body, the junction tube wall of tube body and conical pile crown is equipped with axial elongated slot corresponding with the support rod, 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, radial tubular pole support construction is formed in the lower end of tubular pole.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, more particularly, to one kind for planting saline-alkali tolerant crop such as seawater rice
Beach build up fields reclamation 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 coastlines be can be carried out
It encloses tideland for cultivation, for aquaculture and crop planting etc., wherein dykes and dams are infrastructure the most key during Tidal Flat Reclamation is built up fields, by
Higher in beach soil property moisture, soil property is softer, the methods of piles up the reclamation structures such as the dykes and dams formed using tradition in the prior art
The problems such as intensity is not high, stability is poor, easily collapses, the service life of reclamation structure is shorter；And completely using 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 in April, 2011
13, the patent document of 201794057 U of Publication No. CN disclosed a kind of shallow sea reclamation structure, including dykes and dams, raised soil layer
And man-made lake, it 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 technology
The ditch network depth and water table of scheme can be taken the salt in soil in man-made lake to by rainwater, the desalination in soil
Process can rely on rainfall and complete, and without irrigating, can save great lot of water resources, and desalination processes are more uniformly and rapid；
Man-made 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.It is open
Day is on January 27th, 2010, and the patent document of Publication No. CN 201390947Y discloses a kind of reclamation dam, including one meets
Extra large portion and a land side, it is described to meet extra large portion one tubulose, the land side are formed by an a quarter circle curved surface and two right-angle sides
For a rectangular empty van, the diameter side for meeting extra large portion is fixed together with the land side.The structure can well adapt to
Soft soil foundation 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 built up fields reclamation structure.
The specific technical solution that the present invention uses in order to solve the above problem is, a kind of beach is built up fields reclamation structure, including
Dykes and dams and field positioned at internal side of dyke or dam, the dykes and dams include key dam body and the auxiliary dam body that the external side of key dam 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 field plane is less than the dam crest height of auxiliary dam body, auxiliary dam body
Outside be equipped with outer inclined-plane, the inside of key dam body is equipped with outer inclined-plane, and the length direction in key dam body and auxiliary dam body along dam body is all provided with
There is 1-2 tubulation stake, the tubular pole includes circular tube body and the conical pile crown that bottom of the pipe is arranged in, and is equipped in the tube body
Cylindrical sliding block and 3-4 root support rod, the upper end of support rod and the lower end of sliding block are hinged, tube body and conical pile crown
Junction tube wall is equipped with axial elongated slot corresponding with the support rod, and the lower end of the support rod is located on conical pile crown top
In the guide groove of portion's setting, 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,
Radial tubular pole support construction is formed in the lower end of tubular pole.Dam body of the invention includes key dam body and is arranged in the external side of key dam
Auxiliary dam body, the height of auxiliary dam body is lower than key dam body, can be used to that affiliated facility is arranged.The present invention is in key dam body and auxiliary dam
It is equipped with 1-2 tubulation stake along the length direction of dam body in vivo, is preset with tubular pole supporting mechanism in tubular pole, when tubular pole is squeezed into dam body
Afterwards, the support rod below sliding block will can be set to from the lower end of tubular pole in radiation by hammering or squeezing the sliding block in tubular pole
Shape stretches out, to form the stable support construction in tubular pole bottom, stablizes so that tubular pole is erect, angular displacements is not easy, to reach
Reclamation structure intensity is improved, the stability of reclamation structure is improved, extends the purpose of reclamation structure service life.Meanwhile tubular pole weight
Amount is lighter, and implantation dam body is also relatively easy, and cost is relatively low compared with concrete reclamation structure, solves the existing concrete side of enclosing tideland for cultivation
The problem of formula higher cost.
Preferably, the lower end periphery of sliding block is equipped with notch corresponding with support rod, articulated shaft, branch are equipped in notch
The upper end of strut is hinged on articulated shaft.Support rod and sliding block can hingedly avoid in order to the assembly of tubular pole in production and transport
Sliding block is separated with support rod in the process, influences to plant going on smoothly for stake work.
Preferably, the cross section of support rod is cylindrical, the lower end of support rod is equipped with guiding cone, the guiding
Slot is low inside and high outside incline structure, and when support rod is located in tube body, the conical surface for being oriented to cone is abutted with the slot bottom of guide groove.
The guiding circular conical surface and low inside and high outside guide groove of the lower end of support rod 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.
Preferably, the outer diameter of conical pile crown and tube body binding end is greater than the outer diameter of tube body.The outer diameter of conical pile crown
Outer diameter greater than tube body is conducive to tubular pole and is satisfactorily implanted dam body.
Disappear wave electric generating apparatus preferably, the outer inclined-plane of auxiliary dam body is equipped with, on the inclined-plane outer inclined-plane Shang Yanwai of auxiliary 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, and the upper end of main shaft by bevel gear and is arranged in the intracorporal power generation in dam
Machine connection.On the outer inclined-plane of auxiliary dam body, setting groove installs spiral blade, the upward impact in inclined-plane outside dykes and dams using wave
Power band movable vane piece rotate, thus drive generator rotation power generation, one come the structures such as its groove can be improved auxiliary dam body structure it is strong
Degree, two carry out the impact that power generator alleviates wave to dykes and dams, improve the service life of dykes and dams, while can make full use of wave
Wash away the energy of dykes and dams.
Preferably, being transversely provided with penstock in dam body, the inner end of penstock is located in key dam body in the outer inclined-plane of side,
The outboard end of penstock couples to form irrigating gate with the upper end of groove, and arc flash board, arc water blocking are equipped at irrigating gate
When flashboard rises, irrigating gate is opened, and when arc flash board is put down, irrigating gate is closed.The structure is to be using the wave risen
Saline-alkali tolerant crop in dykes and dams provides seawater, while arc flash board also has the function of stopping seawater, makes the sea of water outlet
Water flows downward.
Preferably, being covered with deflector on groove, several flow deflectors, the upper end of flow deflector are formed on the deflector
Coupling with deflector, the lower end of flow deflector is deflected to the side far from groove, water inlet is formed on the deflector below flow deflector,
The upper end of deflector is equipped with water outlet.Flow deflector on deflector plays the function that wave importing groove generates electricity, water flow
Finally gush out from water outlet, sea is directly flowed back to by the upper surface of deflector down, water flow is avoided to flow back into groove.
Preferably, the longitudal section of flow deflector is in recessed V-arrangement, flow deflector and deflector are homogeneity integral structure.
Preferably, its rotation diameter is greater than the helical form leaf positioned at main shaft lower end positioned at the spiral blade of main shaft upper end
The rotation diameter of piece, the spiral blade are up big and down small variable-diameter structure.Up big and down small variable-diameter structure spiral blade
It is more advantageous to the power that abatement wave rises, the resistance that wave is more up subject to is bigger, therefore has better wave absorbing effect.This
In rotation diameter refer to spiral blade rotation when its outer edge track constitute circle diameter.
Preferably, being equipped with water level sensor in each tubular pole, the water level sensor connects alarm.Due to tubular pole
Lower end there is axial elongated slot, the moisture of dam body can enter tubular pole by elongated slot, and water level sensor is arranged in tubular pole, when
When water level is higher in tubular pole, the extraction ponding in time such as water pump can be used, the water content of dam body can be reduced in this way, reduce dykes and dams
There is a possibility that piping, improves 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
It is short and the very high problem of mode cost is enclosed tideland for cultivation using concrete with the service life, reclamation structure intensity of the invention is high, stability is good, at
This low 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；
Fig. 9 is another structural schematic diagram of spiral blade of the present invention.
In figure：1. field, 2. key dam bodies, 3. auxiliary dam bodies, 4. outer inclined-planes, 5. outer inclined-planes, 6. tubular poles, 7. tube bodies, 8. circular cones
Shape 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. arcs gear
Water board, 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 built up fields reclamation structure, including dykes and dams and positioned at internal side of dyke or dam
Field 1, the dykes and dams include key dam body 2 and the auxiliary dam body 3 that the external side of key dam 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 field plane are less than the dam crest height of auxiliary dam body, and the outside of auxiliary dam body is equipped with outer inclined-plane 4,
The inside of key dam body is equipped with outer inclined-plane 5, and key dam body and the interior length direction along dam body of auxiliary dam body are equipped with 1 tubulation stake 6（See figure
4）, the tubular pole includes circular tube body 7 and the conical pile crown 8 that bottom of the pipe is arranged in（See Fig. 2 Fig. 3）, conical pile crown
It is greater than the outer diameter of tube body with the outer diameter of tube body binding end.Cylindrical sliding block 9 and 4 cylindrical support bars are equipped in the tube body
10, the lower end periphery of sliding block is equipped with 4 notches 13 corresponding with support rod, is equipped with articulated shaft 14 in notch, support rod
Upper end and the lower end of sliding block are hinged by articulated shaft（See Fig. 7）.The junction tube wall of tube body and conical pile crown is equipped with
4 corresponding with the support rod axial elongated slots 11, the lower end of the support rod are led positioned at what is be arranged at the top of conical pile crown
Into slot 12；The lower end of support rod is equipped with guiding cone, and the guide groove is low inside and high outside incline structure, support rod position
When in tube body, the conical surface for being oriented to cone is abutted with the slot bottom of guide groove.After tubular pole enters dam body, sliding block, which pushes, drives support
Bar is stretched out out of axial elongated slot of the tube body, 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 auxiliary 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 auxiliary 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, and the upper end of main shaft by bevel gear 19 and is arranged on dam
Intracorporal generator 20 connects（See Fig. 8）.Penstock 21 is transversely provided in dam body, the inner end of penstock is located at side in key dam body
Outer inclined-plane on, the outboard end of penstock couples to form irrigating gate 22 with the upper end of groove, at irrigating gate be equipped with arc water blocking
Flashboard 23, when arc flash board rises, irrigating gate is opened, and when arc flash board is put down, irrigating gate is closed.On the groove
It is covered with deflector, several and deflector homogeneity one flow deflector 24 is formed on the deflector, the flow deflector is indulged
Section is in recessed V-arrangement, 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, is led
Water inlet 25 is formed on deflector below flow, the upper end of deflector is equipped with water outlet 26, remaining and embodiment 1 are identical.
Embodiment 3
The wave electric generating apparatus that disappears of embodiment 3 includes the main shaft being arranged in groove and the helical form leaf being arranged on main shaft
Piece, positioned at its rotation diameter for rotating the spiral blade that diameter is greater than positioned at main shaft lower end of the spiral blade of main shaft upper end
（See Fig. 9）, the spiral blade is up big and down small variable-diameter structure.Level sensor is equipped in each tubular pole of embodiment 2
Device（It is not drawn into figure）, the water level sensor connection alarm, remaining and embodiment 2 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 (6)
- The reclamation structure 1. a kind of beach is built up fields, including dykes and dams and positioned at the field 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 the external side of key dam 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 field plane are less than the dam crest height of auxiliary dam body, and the outside of auxiliary dam body is equipped with outer inclined-plane（4）, key dam body Inside is equipped with outer inclined-plane（5）, key dam body and the interior length direction along dam body of auxiliary dam body are equipped with 1-2 tubulation stake（6）, the tubular pole Including circular tube body（7）And the conical pile crown of bottom of the pipe is set（8）, the tube body is interior to be equipped with cylindrical sliding block （9）And 3-4 root support rod（10）, the upper end of support rod and the lower end of sliding block are hinged, the connection of tube body and conical pile crown Locate tube wall and is equipped with axial elongated slot corresponding with the support rod（11）, the lower end of the support rod is located on conical pile crown top The guide groove of portion's setting（12）Interior, after the tubular pole enters dam body, sliding block, which pushes, drives support rod out of, axial elongated slot of the tube body It stretches out, forms radial tubular pole support construction in the lower end of tubular pole；The outer inclined-plane of the auxiliary dam body is equipped with the wave power generation dress that disappears It sets, the inclined-plane the outer inclined-plane Shang Yanwai up and down direction of auxiliary dam body is set side by side with multiple grooves（15）, the wave electric generating apparatus packet that disappears Include the main shaft being arranged in groove（16）And the spiral blade on main shaft is set（17）, the both ends of main shaft are equipped with axle bed （18）, the upper end of main shaft passes through bevel gear（19）With setting in the intracorporal generator in dam（20）Connection；It is covered on the groove There is deflector, several flow deflectors are formed on the deflector（24）, the upper end of flow deflector couples with deflector, under flow deflector It holds to the side far from groove and deflects, form water inlet on the deflector below flow deflector（25）, the upper end of deflector is equipped with The mouth of a river（26）；Penstock is transversely provided in dam body（21）, the inner end of penstock is located at diversion in key dam body in the outer inclined-plane of side The outboard end in road couples to form irrigating gate with the upper end of groove（22）, arc flash board is equipped at irrigating gate（23）, arc When flash board rises, irrigating gate is opened, and when arc flash board is put down, irrigating gate is closed；Helical form positioned at main shaft upper end Its rotation diameter for rotating the spiral blade that diameter is greater than positioned at main shaft lower end of blade, the spiral blade are up big and down small Variable-diameter structure.
- The reclamation structure 2. beach described according to claim 1 is built up fields, characterized in that the lower end periphery of the sliding block is equipped with Notch corresponding with support rod（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 described according to claim 1 is built up fields, characterized in that the cross section of the support rod is in cylinder Shape, the lower end of support rod are equipped with guiding cone, and the guide groove is low inside and high outside incline structure, and support rod is located at tube body When interior, the conical surface for being oriented to cone is abutted with the slot bottom of guide groove.
- The reclamation structure 4. beach described according to claim 1 is built up fields, characterized in that the cone pile crown is in conjunction with tube body The outer diameter at end is greater than the outer diameter of tube body.
- The reclamation structure 5. beach according to claim 1 is built up fields, characterized in that the longitudal section of the flow deflector is in recessed V-arrangement, flow deflector and deflector are homogeneity integral structure.
- The reclamation structure 6. beach according to claim 1-5 is built up fields, characterized in that be equipped with water in each tubular pole Level sensor, the water level sensor connect alarm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610977671.2A CN106592520B (en) | 2016-11-07 | 2016-11-07 | Beach is built up fields reclamation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201610977671.2A CN106592520B (en) | 2016-11-07 | 2016-11-07 | Beach is built up fields reclamation structure |
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| CN106592520A CN106592520A (en) | 2017-04-26 |
| CN106592520B true CN106592520B (en) | 2018-11-20 |
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Family Cites Families (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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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