CN110409362A - A kind of wave resistance sand-proof device - Google Patents
A kind of wave resistance sand-proof device Download PDFInfo
- Publication number
- CN110409362A CN110409362A CN201910806018.3A CN201910806018A CN110409362A CN 110409362 A CN110409362 A CN 110409362A CN 201910806018 A CN201910806018 A CN 201910806018A CN 110409362 A CN110409362 A CN 110409362A
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- China
- Prior art keywords
- levee body
- sand
- wave resistance
- proof device
- partition
- 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
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- 239000004576 sand Substances 0.000 claims abstract description 46
- 238000005192 partition Methods 0.000 claims abstract description 33
- 239000011152 fibreglass Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 5
- 239000007787 solid Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 4
- 239000013049 sediment Substances 0.000 abstract description 4
- 230000000903 blocking effect Effects 0.000 abstract description 3
- 210000000476 body water Anatomy 0.000 abstract description 3
- 238000004140 cleaning Methods 0.000 abstract description 3
- 230000008021 deposition Effects 0.000 abstract description 3
- 230000003628 erosive effect Effects 0.000 abstract description 3
- 238000011900 installation process Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 8
- 238000010586 diagram Methods 0.000 description 5
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 4
- 239000011151 fibre-reinforced plastic Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 230000002265 prevention Effects 0.000 description 4
- 239000011521 glass Substances 0.000 description 2
- 239000003365 glass fiber Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- -1 phenolic aldehyde Chemical class 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002990 reinforced plastic Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229920006305 unsaturated polyester Polymers 0.000 description 1
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
-
- 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Abstract
The present invention provides a kind of wave resistance sand-proof device, belong to wave resistance sand control techniques field in coastal engineering.Wave resistance sand-proof device provided in an embodiment of the present invention, including breakwater unit and sand proof net, wherein breakwater unit includes the first levee body and the second levee body；Sand proof net is mounted among the first levee body and the second levee body, and breakwater unit is installed on fixture by spud pile.The application can stop wave erosion, prevent silt intrusion from being screened in region, in addition, due to the presence of dike internal partition and permeable hole, so that levee body water flow inside flow velocity reduces, so as to promote deposition of the coarse sediment inside levee body, and then increase the stability of wave resistance sand preventing dyke itself.In addition, wave resistance sand-proof device installation process provided by the invention is simple, and it is easy for construction, after sand proof net blocking, Reusability after cleaning, save the cost can also be split out.
Description
Technical field
The present invention relates to wave resistance sand control techniques fields in coastal engineering, in particular to a kind of wave resistance sand-proof device.
Background technique
In seashore or offshore engineering, the intrusion port area such as high seas or high current and silt intrusion, influence in order to prevent
Breakwater or sand preventing dyke is usually arranged in ship normal/cruise.Existing breakwater or sand preventing dyke mostly use greatly the structure of jackstone dike
Form is mounted on bedding by concrete blocks or stone and is built.The breakwater construction material of this structure is huge, self weight
It is heavier, argosy machine need to be used when construction, construction work is complicated, and project cost is high, and dustproof effect is poor.
Summary of the invention
For above-mentioned problems of the prior art, the present invention provides a kind of wave resistance sand-proof device, it is easy for installation and
Dustproof effect is good.
In a first aspect, the embodiment of the invention provides a kind of wave resistance sand-proof device, including breakwater unit and sand proof net；Institute
Stating breakwater unit includes the first levee body and the second levee body；The sand proof net is mounted on first levee body and second levee body
Centre, the breakwater unit are installed on fixture by spud pile.
With reference to first aspect, the embodiment of the invention provides the first possible embodiments of first aspect, wherein institute
It states the first levee body and second levee body is fixed on levee body bottom plate, sand proof net setting is in first levee body and described the
In the separate space formed among two levee bodies.
With reference to first aspect, the embodiment of the invention provides second of possible embodiments of first aspect, wherein institute
It states the first levee body and the second levee body boring and is provided with outer baffle, Internal baffle and partition.
The possible embodiment of second with reference to first aspect, the embodiment of the invention provides the third of first aspect
Possible embodiment, wherein the outer baffle includes the first outer baffle and the second outer baffle, and the Internal baffle includes in first
Baffle and the second Internal baffle, the partition include first partition and second partition；
Wherein, first outer baffle is the outer baffle of first levee body, and second outer baffle is second dike
The outer baffle of body, first Internal baffle are the Internal baffle of first levee body, and second Internal baffle is second levee body
Internal baffle, the first partition be first levee body partition, the second partition be second levee body partition.
The third possible embodiment with reference to first aspect, the embodiment of the invention provides the 4th kind of first aspect
Possible embodiment, wherein first outer baffle, second outer baffle, first Internal baffle, the second interior gear
Plate, the first partition and the second partition have been respectively formed on permeable hole.
With reference to first aspect, the embodiment of the invention provides the 5th kind of possible embodiments of first aspect, wherein institute
Breakwater unit is stated to be made of glass-reinforced plastic material.
With reference to first aspect, the embodiment of the invention provides the 6th kind of possible embodiments of first aspect, wherein institute
Sand proof net is stated using the double-deck web frame.
The 6th kind of possible embodiment with reference to first aspect, the embodiment of the invention provides the 7th kind of first aspect
Possible embodiment, wherein the sand proof net includes upper backup pad and lower supporting plate；The upper backup pad and the lower support
The first dictyosome and the second dictyosome are provided between plate.
The 7th kind of possible embodiment with reference to first aspect, the embodiment of the invention provides the 8th kind of first aspect
Possible embodiment, wherein the upper backup pad is connected on the top plate of the breakwater unit, the lower supporting plate connection
On the levee body bottom plate of the breakwater unit.
The 8th kind of possible embodiment with reference to first aspect, the embodiment of the invention provides the 9th kind of first aspect
Possible embodiment, wherein first dictyosome and the second dictyosome are woven using cordage.
The embodiment of the present invention bring it is following the utility model has the advantages that
Wave resistance sand-proof device provided in an embodiment of the present invention, including breakwater unit and sand proof net, wherein breakwater unit
Including the first levee body and the second levee body；Sand proof net is mounted among the first levee body and the second levee body, and breakwater unit passes through fixation
Stake is installed on fixture.The application can stop wave erosion, prevent silt intrusion from being screened in region, in addition, due to dike
The presence of internal partition and permeable hole, so that levee body water flow inside flow velocity reduces, so as to promote coarse sediment inside levee body
Deposition, and then increase wave resistance sand preventing dyke itself stability.In addition, wave resistance sand-proof device installation provided in an embodiment of the present invention
Process is simple, easy for construction, after sand proof net blocking, can also split out Reusability after cleaning, Yi Genghuan, and have green ring
It protects, the advantages such as maintenance cost is low.
Other features and advantages of the present invention will illustrate in the following description, also, partly become from specification
It obtains it is clear that understand through the implementation of the invention.The objectives and other advantages of the invention are in specification and attached drawing
Specifically noted structure is achieved and obtained.
To enable the above objects, features and advantages of the present invention to be clearer and more comprehensible, preferred embodiment is cited below particularly, and cooperate
Appended attached drawing, is described in detail below.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of wave resistance sand-proof device provided by one embodiment of the invention；
Fig. 2 is the structure section figure of wave resistance sand-proof device provided by one embodiment of the invention；
Fig. 3 is the structural schematic diagram of breakwater unit provided by one embodiment of the invention；
Fig. 4 is the structure section figure of breakwater unit provided by one embodiment of the invention；
Fig. 5 is the structural schematic diagram of sand proof net provided by one embodiment of the invention；
Fig. 6 is the structure section figure of sand proof net provided by one embodiment of the invention；
Fig. 7 is sand proof net provided by one embodiment of the invention and breakwater unit connection schematic diagram.
Icon:
1- breakwater unit；The first levee body of 11-；The first outer baffle of 111-；The first Internal baffle of 112-；113- first partition；
The second levee body of 12-；The second outer baffle of 121-；The second Internal baffle of 122-；123- second partition；13- levee body bottom plate；14- permeable hole；
15- top plate；The upper card slot of 16-；17- lower bayonet slot；2- sand proof net；21- upper backup pad；The first dictyosome of 22-；The second dictyosome of 23-；24-
Lower supporting plate；The upper the core of the card of 25-；The core of the card under 26-；3- spud pile；4- fixture.
Specific embodiment
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with attached drawing to the present invention
Technical solution be clearly and completely described, it is clear that described embodiments are some of the embodiments of the present invention, rather than
Whole embodiments.The component of embodiments of the present invention, which are generally described and illustrated herein in the accompanying drawings can be matched with a variety of different
It sets to arrange and design.Therefore, the detailed description of the embodiment of the present invention provided in the accompanying drawings is not intended to limit below
The range of claimed invention, but it is merely representative of selected embodiment of the invention.Based on the embodiments of the present invention, originally
Field those of ordinary skill every other embodiment obtained without making creative work, belongs to the present invention
The range of protection.
Complicated for existing levee construction engineering, cost is high, needs a large amount of exploitation mountain stone, to ecological environment
The negative effect of unrepairable is caused, and, the poor problem of dustproof effect, the embodiment of the invention provides a kind of wave resistance sand prevention dresses
It sets, easy for installation and dustproof effect is good.Wave resistance sand-proof device of the invention is carried out below in conjunction with the drawings and specific embodiments detailed
It is thin to introduce.
Fig. 1 is the structural schematic diagram of wave resistance sand-proof device provided by one embodiment of the invention；Referring to Fig.1, the present invention is real
A kind of wave resistance sand-proof device of example offer, including breakwater unit 1 and sand proof net 2 are provided.
Specifically, as shown in Fig. 2, in the wave resistance sand-proof device, above-mentioned breakwater unit 1 includes the first levee body 11 and the
Two levee bodies 12.Sand proof net 2 is mounted among the first levee body 11 and the second levee body 12, to guarantee that the wave resistance sand-proof device both can be with
Wave is deterred, and can be with sand prevention.
In addition, in above-mentioned wave resistance sand-proof device, as shown in figure 3, the first levee body 11 and the second levee body 12 are fixed on levee body
On bottom plate 13, and, the first levee body 11 and the equal boring of the second levee body 12, the first levee body 11 are provided with the first outer baffle 111,
One Internal baffle 112 and first partition 113, the second levee body 12 be provided with the second outer baffle 121, the second Internal baffle 122 and second every
One or multi-channel partition, first partition 113 and second partition can be set in plate 123, here, the first levee body 11 and the second levee body 12
First levee body 11 and 12 inside division of the second levee body are respectively plurality of passages or lattice body by 123.
In addition, being formed on the first outer baffle 111, the second outer baffle 121, the first Internal baffle 112 and the second Internal baffle 122
Multiple permeable holes 14, multiple permeable holes 14 can not only be such that water flow passes through, but also can play the role of absorbing Wave energy, meanwhile,
Permeable hole 14 is also formed in first partition 113 and second partition 123, and, the first levee body 11 and the second levee body 12 are respectively set
There are first partition 113 and second partition 123, can both increase the intensity of structure entirety, the first levee body 11 and also can be enhanced
The wave absorbing effect of two levee bodies 12.
Preferably, the first levee body 11 and the second levee body 12 can be symmetrically arranged, as shown in figure 4, the first levee body 11
Be formed with interval among the second levee body 12, i.e. gear in the first Internal baffle 112 of the first levee body 11 and the second of the second levee body 12
Separate space is formed among plate 122.The separate space formed among the first Internal baffle 112 and the second Internal baffle 122 is arranged in sand proof net 2
It is interior.
Further, the two sides of levee body bottom plate 13 are stretched out except the lateral wall of the first levee body 11 and the second levee body 12, are stretched out
Part on be provided with fixation hole, spud pile 3 can pass through fixation hole, and breakwater unit 1 be fixed on fixture 4.Wherein,
Fixture 4 can be nature riverbed, sea bed or hand-packed rockfill bedding etc..
In addition, the height and width of breakwater unit 1 can be according to local natural wave conditions and wave resistance sand prevention requirement
Depending on, this highly refers to the upper side of the top plate 15 from the first levee body 11 and the second levee body 12 to the height of the downside of levee body bottom plate 13
Degree, and, depending on the working ability of production firm, above-mentioned width refers to 111 to the second dike of the first outer baffle of the first levee body 11
The distance between second outer baffle 121 of body 12.The upper end of sand proof net 2 is slightly higher than the top of the first levee body 11 and the second levee body 12
Portion.
Optionally, breakwater unit 1 can the exclusive use when need to only deter wave requirement, can also be dual in anti-wave and sand prevention
It is required that lower be applied in combination with sand proof net 2.To stop wave and Littoral Barrier, breakwater unit 1 can be within the scope of wider sea area
It successively arranges two-by-two, staggeredly or arc shooting in plane word order, multirow, sand proof net 2 is according to the arrangement of breakwater unit 1
Shape is taken advantage of a situation arrangement.The planar alignment mode of anti-wave sand preventing dyke is depending on the wave direction in local sea area.
Here, breakwater unit 1 is integrally formed by the first levee body 11, the second levee body 12 and levee body bottom plate 13.Breakwater
Unit 1 can be made of glass-reinforced plastic material.Glass reinforced plastic scientific name fibre reinforced plastics are commonly called as FRP (Fiber Reinforced
Plastics), i.e. fibre-reinforced plastics.Refer generally to glass fiber reinforcement unsaturated polyester, epoxy resin and phenolic aldehyde tree
Aliphatic radical body.Make the reinforced plastics of reinforcing material with glass fibre or its product, appellation is fiberglass reinforced plastics, or is glass
Glass steel.The breakwater unit 1 made of glass-reinforced plastic material has the advantages that light weight, intensity are high, erosion-resisting.Due to its quality
Gently, and integrally formed therefore easy for construction, it is only necessary to be fixed with stake.
In order to further enhance dustproof effect, sand proof net 2 is using the double-deck web frame.As shown in figure 5, sand proof net 2 includes upper
Support plate 21 and lower supporting plate 24.The first dictyosome 22 and the second dictyosome 23 are provided between upper backup pad 21 and lower supporting plate 24.
Optionally, as shown in fig. 6, upper the core of the card 25 can be arranged on upper backup pad 21, block under being arranged on lower supporting plate 24
Core 26, upper the core of the card 25 and lower the core of the card 26 are for installing fixed sand proof net.
First dictyosome 22 and the second dictyosome 23 are arranged in parallel, and the upper end of the first dictyosome 22 and the second dictyosome 23 is fixed on branch
On fagging 21, the lower end of the first dictyosome 22 and the second dictyosome 23 is fixed on lower supporting plate 24.
Upper backup pad 21 and lower supporting plate 24 can also be made of glass-reinforced plastic material.First dictyosome 22 and the second dictyosome 23
It can be woven using cordage.
In an alternative embodiment, upper backup pad 21 can be connected on the top plate 15 of breakwater unit 1, by lower branch
Fagging 24 is connected on the levee body bottom plate 13 of breakwater unit 1.Settable upper card slot 16 on top plate 15 can be set on levee body bottom plate 13
Set lower bayonet slot 17.As shown in fig. 7, upper the core of the card 25 is stuck in upper card slot 16, lower the core of the card 26 is stuck in lower bayonet slot 17, thus will
Sand proof net is fixed in breakwater cell cube.
Furthermore it is also possible to which upper backup pad 21 and lower supporting plate 24 are connected to breakwater by the mode being connected by screw to
On the top plate 15 and levee body bottom plate 13 of unit 1.
Optionally, above-mentioned upper card slot 16 and lower bayonet slot 17 can be used rubber and be made.
It is understood that can also be fixed by sand proof net 2 and breakwater unit 1 by other fixed forms, for example, logical
It crosses rope to be fixed on the first dictyosome 22 on the inner sidewall of first levee body 11, alternatively, being fixed on the second dictyosome 23 by rope
On the inner sidewall of second levee body 12, alternatively, upper backup pad 21 is fixed on the first levee body 11 and the by the connection types such as screw
The top of two levee bodies 12.
Wave resistance sand-proof device provided in an embodiment of the present invention, including breakwater unit and sand proof net, wherein breakwater unit
Including the first levee body and the second levee body；Sand proof net is mounted among the first levee body and the second levee body, and breakwater unit passes through fixation
Stake is installed on fixture.The application can stop wave erosion, prevent silt intrusion from being screened in region, in addition, due to dike
The presence of internal partition and permeable hole, so that levee body water flow inside flow velocity reduces, so as to promote coarse sediment inside levee body
Deposition, and then increase wave resistance sand preventing dyke itself stability.In addition, wave resistance sand-proof device installation process letter provided by the invention
It is single, it is easy for construction, after sand proof net blocking, Reusability after cleaning, Yi Genghuan can also be split out, and have environmentally protective, easy
Processing, the advantages such as maintenance cost is low.
One practical application scene of wave resistance sand-proof device provided in an embodiment of the present invention is as follows:
When excavating navigation channel, silt is easy to back-silt, provided in an embodiment of the present invention anti-in the navigation channel two sides setting newly excavated
Unrestrained sand-proof device can play the effect for preventing Sediment deposit in the case where not hindering water flow to pass through.
In the description of the embodiment of the present invention unless specifically defined or limited otherwise, term " installation ", " connects " connected "
Connect " it shall be understood in a broad sense, for example, it may be being fixedly connected, it may be a detachable connection, or be integrally connected；It can be machine
Tool connection, is also possible to be electrically connected；It can be directly connected, two members can also be can be indirectly connected through an intermediary
Connection inside part.For the ordinary skill in the art, above-mentioned term can be understood in the present invention with concrete condition
Concrete meaning.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ",
" third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
Finally, it should be noted that embodiment described above, only a specific embodiment of the invention, to illustrate the present invention
Technical solution, rather than its limitations, scope of protection of the present invention is not limited thereto, although with reference to the foregoing embodiments to this hair
It is bright to be described in detail, those skilled in the art should understand that: anyone skilled in the art
In the technical scope disclosed by the present invention, it can still modify to technical solution documented by previous embodiment or can be light
It is readily conceivable that variation or equivalent replacement of some of the technical features；And these modifications, variation or replacement, do not make
The essence of corresponding technical solution is detached from the spirit and scope of technical solution of the embodiment of the present invention, should all cover in protection of the invention
Within the scope of.Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (10)
1. a kind of wave resistance sand-proof device, which is characterized in that including breakwater unit and sand proof net；Wherein, the breakwater unit
Including the first levee body and the second levee body；The sand proof net is mounted among first levee body and second levee body, described anti-
Wave dike unit is installed on fixture by spud pile.
2. wave resistance sand-proof device according to claim 1, which is characterized in that first levee body and second levee body are solid
It is scheduled on levee body bottom plate, the sand proof net is arranged in the separate space formed among first levee body and second levee body.
3. wave resistance sand-proof device according to claim 1, which is characterized in that empty inside first levee body and the second levee body
The heart and it is provided with outer baffle, Internal baffle and partition.
4. wave resistance sand-proof device according to claim 3, which is characterized in that the outer baffle includes the first outer baffle and the
Two outer baffles, the Internal baffle include the first Internal baffle and the second Internal baffle, and the partition includes first partition and second partition；
Wherein, first outer baffle is the outer baffle of first levee body, and second outer baffle is second levee body
Outer baffle, first Internal baffle are the Internal baffle of first levee body, and second Internal baffle is the interior of second levee body
Baffle, the first partition are the partition of first levee body, and the second partition is the partition of second levee body.
5. wave resistance sand-proof device according to claim 4, which is characterized in that first outer baffle, described second keep off outside
Plate, first Internal baffle, second Internal baffle, the first partition and the second partition have been respectively formed on permeable hole.
6. wave resistance sand-proof device according to claim 1, which is characterized in that the breakwater unit uses glass-reinforced plastic material
It is made.
7. wave resistance sand-proof device according to claim 1, which is characterized in that the sand proof net is using the double-deck web frame.
8. wave resistance sand-proof device according to claim 7, which is characterized in that the sand proof net includes upper backup pad and lower branch
Fagging；The first dictyosome and the second dictyosome are provided between the upper backup pad and the lower supporting plate.
9. wave resistance sand-proof device according to claim 8, which is characterized in that the upper backup pad is connected to the breakwater
On the top plate of unit, the lower supporting plate is connected on the levee body bottom plate of the breakwater unit.
10. wave resistance sand-proof device according to claim 8, which is characterized in that first dictyosome and the second dictyosome use
Cordage weaves.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910806018.3A CN110409362A (en) | 2019-08-28 | 2019-08-28 | A kind of wave resistance sand-proof device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910806018.3A CN110409362A (en) | 2019-08-28 | 2019-08-28 | A kind of wave resistance sand-proof device |
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| CN110409362A true CN110409362A (en) | 2019-11-05 |
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| CN201910806018.3A Pending CN110409362A (en) | 2019-08-28 | 2019-08-28 | A kind of wave resistance sand-proof device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116446333A (en) * | 2023-06-14 | 2023-07-18 | 中国海洋大学 | Algae field wave-proof device |
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| US5102257A (en) * | 1990-03-30 | 1992-04-07 | Richard E. Creter | Breakwater |
| US20130022399A1 (en) * | 2009-10-09 | 2013-01-24 | Pierce Jr Webster | Wave Suppressor and Sediment Collection System |
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| KR20180006679A (en) * | 2016-07-11 | 2018-01-19 | 김석문 | Breakwater structure |
| CN206736844U (en) * | 2017-04-28 | 2017-12-12 | 中交第四航务工程勘察设计院有限公司 | A kind of semicircle breakwater |
| CN206941432U (en) * | 2017-06-26 | 2018-01-30 | 中国科学院寒区旱区环境与工程研究所 | A kind of ecology uses sand prevention baffle plate |
| CN207794006U (en) * | 2018-02-02 | 2018-08-31 | 安徽绿通工程设计咨询有限公司 | A kind of LP blades dykes and dams |
| CN109098144A (en) * | 2018-10-15 | 2018-12-28 | 中国海洋大学 | A kind of permeable assembled breakwater having both sediment trapping function and its construction method |
| CN211036860U (en) * | 2019-08-28 | 2020-07-17 | 交通运输部天津水运工程科学研究所 | Wave-proof and sand-proof device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116446333A (en) * | 2023-06-14 | 2023-07-18 | 中国海洋大学 | Algae field wave-proof device |
| CN116446333B (en) * | 2023-06-14 | 2023-09-01 | 中国海洋大学 | Algae field wave-proof device |
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