CN106894452A - Bionic grass device for underwater scour prevention protection - Google Patents
Bionic grass device for underwater scour prevention protection Download PDFInfo
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- CN106894452A CN106894452A CN201710247942.3A CN201710247942A CN106894452A CN 106894452 A CN106894452 A CN 106894452A CN 201710247942 A CN201710247942 A CN 201710247942A CN 106894452 A CN106894452 A CN 106894452A
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- Prior art keywords
- protection
- bionical
- under water
- ballast
- bionical careless
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- 244000025254 Cannabis sativa Species 0.000 title claims abstract description 64
- 239000011664 nicotinic acid Substances 0.000 title claims abstract description 50
- 230000002265 prevention Effects 0.000 title 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 65
- 238000004873 anchoring Methods 0.000 claims description 11
- 239000002689 soil Substances 0.000 claims description 5
- 239000007787 solid Substances 0.000 claims 3
- 238000009991 scouring Methods 0.000 abstract description 10
- 239000004576 sand Substances 0.000 abstract 1
- 230000003628 erosive effect Effects 0.000 description 10
- 230000000694 effects Effects 0.000 description 8
- 239000013049 sediment Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000004458 analytical method Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000001680 brushing effect Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 239000013535 sea water Substances 0.000 description 2
- 230000007123 defense Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 235000001968 nicotinic acid Nutrition 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/06—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against corrosion by soil or water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Abstract
The invention discloses a bionic grass device for underwater anti-scouring protection, and relates to the technical field of anti-scouring of offshore wind turbine foundations. In the bionic grass device for underwater scour protection, the fixed structure is a ballast, and the ballast is provided with an artificial bionic grass unit. The invention can solve the technical problems that the underwater anti-scouring measures in the prior art are easy to generate scouring phenomenon due to the edge of a coverage shielding range, and after the coverlets such as riprap, sand bags and the like are scoured away from the designed protection range of the seabed by seabed water flow, the seabed foundation is seriously scoured and influenced.
Description
Technical field
It is more particularly to a kind of to be protected for scour protection under water the present invention relates to offshore wind turbine foundation protection against erosion technical field
The bionical careless device of shield.
Background technology
Offshore wind turbine foundation local environment is sufficiently complex, under drive marine effect, Seabed sediments
Easily taken away by subsea current, scour hole is formed around basis.Souring reduces embedded depth of foundation, the carrying of foundation
The stability of power and superstructure is severely impacted.Traditional offshore wind turbine foundation protection against erosion measure, such as jackstone method and sandbag
Method, belongs to Passive Defence measure, to cover shielding in the way of protect the soil particle of sea bed basal perimeter not taken away by current.
However, present inventor has found, traditional offshore wind turbine foundation protection against erosion measure, covering shielding volume edges hold
Wash away phenomenon is also easy to produce, and the method effect is not ensured that for a long time, when the covering such as jackstone and sandbag washes from sea by subsea current
Bed design protection scope, sea bed basis can also be influenceed by washing away, and to sum up, traditional measure of protection against erosion under water is completed in construction
After need periodic monitoring and supplement sandstone raw material.
Therefore, a kind of bionical careless device for the protection of scour protection under water how is provided, the cloth around sea bed basis
Postponing can effectively slow down flow rate of water flow, promote sedimentation around basis, and permanent by the method acquirement of Initiative Defense
Offshore wind turbine foundation erosion control brushing effects, it has also become the technical problem of those skilled in the art's urgent need to resolve.
The content of the invention
The purpose of the present invention, is to provide a kind of bionical careless device for the protection of scour protection under water, existing to solve
There is the measure of protection against erosion under water in technology because covering shielding volume edges easily produce wash away phenomenon, and when jackstone and sandbag etc. cover
After cover material washes from sea bed design protection scope by subsea current, sea bed basis can be subject to seriously to wash away the technical problem of influence.
The present invention provides a kind of bionical careless device for the protection of scour protection under water, and the fixed structure is ballast
Thing, is provided with artificial bionic grass unit on the ballast.
During practical application, the fixed structure is lump formula ballast.
Wherein, the lump formula ballast includes：Concrete block system, and fastened and edge in the concret block
The tied rope that the concrete block system surrounding is set, the tied rope is used to be connected with artificial bionic grass unit.
Specifically, the concrete block system includes multiple concrete blocks, and the side of each concrete block is provided with logical
Hole, is equipped with round rope in the through hole, the circle is restricted for multiple concrete blocks to be connected into the concrete block system.
Further, the artificial bionic grass unit is formed by a plurality of bionical careless overlapped woven, and a plurality of bionical grass
It is equally spaced along braid；The tied rope is used to be connected with the braid, so that artificial bionic grass unit and the coagulation
Soil block system is connected.
During practical application, the fixed structure is anchoring type ballast.
Wherein, the anchoring type ballast includes multiple anchor structures, and be connected with anchor structure each described respectively it is flat
Band.
Specifically, the artificial bionic grass unit is formed by a plurality of bionical careless overlapped woven, and a plurality of bionical careless edge
String rope is equally spaced；Multiple connection handles are provided with the string rope, the bandlet is used to be connected with the connection handle, for
Artificial bionic grass unit is connected with the anchor structure.
During practical application, the fixed structure is sandbag formula ballast.
Specifically, the sandbag formula ballast includes multiple sandbags, and multiple sandbags are single along artificial bionic grass
The surrounding of unit is distributed, and the sandbag is fixedly connected by bandage and artificial bionic grass unit；The two ends of the sandbag point
Flat-shaped tied rope is not provided with, and the flat-shaped tied rope is used to be sequentially connected multiple sandbag head and the tail.
Relative to prior art, the bionical careless device for the protection of scour protection under water of the present invention has following
Advantage：
Provided by the present invention in the bionical careless device of the protection of scour protection under water, the fixed structure is ballast
Artificial bionic grass unit is provided with thing, and the ballast.Thus analysis understands, using provided by the present invention for erosion control under water
During the bionical careless device of brush protection protection, because one end of artificial bionic grass unit can be fixed on ballast and be sunken to seabed
In sea bed basis surrounding relevant position, the other end can be in seabed free floating, therefore when offshore wind turbine foundation runs into periphery
During subsea current, can by artificial bionic grass unit displacement reduction flow rate of water flow, and current sediment carrying capacity, from
And silt is formed about Sediment Siltation in artificial bionic grass unit and sea bed basis, and then reach the effect of offshore wind turbine protection against erosion
Really.To sum up, provided by the present invention for the bionical careless device of the protection of scour protection under water, can regain the initiative, promote
Sediment Siltation prevents the basic effect being washed in sea bed basal perimeter to be played from root.Also, the use that the present invention is provided
In the protection of scour protection under water bionical careless apparatus cost is low, good corrosion resistance, difficulty of construction are low, can bring permanent anti-
Scouring effect.
Herein it should be added that, the bionical careless device for scour protection under water provided in an embodiment of the present invention
In, scour protection scope is not limited only to around sea bed basis under water, can also include inland river bridge, harbour, bank protection, with
And offshore and marine engineering etc..
The present invention also provides a kind of bionical careless device for the protection of scour protection under water, and the fixed structure is lump
Formula ballast, is provided with artificial bionic grass unit on the lump formula ballast；The lump formula ballast includes：It is mixed by multiple
Solidifying soil block and the concrete block system being formed by connecting by circle rope, and fastened and along the coagulation in the concret block
The tied rope that soil block system surrounding is set；The artificial bionic grass unit is formed by a plurality of bionical careless overlapped woven, and a plurality of described
Bionical grass is equally spaced along braid；The tied rope is used to be connected with the braid, so that artificial bionic grass unit and institute
State the connection of concrete block system.
The present invention provides a kind of bionical careless device for the protection of scour protection under water again, and the fixed structure is anchoring
Formula ballast, is provided with artificial bionic grass unit on the anchoring type ballast；The anchoring type ballast includes multiple anchor knots
Structure, and the bandlet being connected with anchor structure each described respectively；The artificial bionic grass unit is by a plurality of bionical careless overlapped woven
Form, and a plurality of bionical grass is equally spaced along string rope；Multiple connection handles are provided with the string rope, the bandlet is used for
It is connected with the connection handle, for artificial bionic grass unit is connected with the anchor structure.
Brief description of the drawings
The accompanying drawing for constituting a part of the invention is used for providing a further understanding of the present invention, schematic reality of the invention
Apply example and its illustrate, for explaining the present invention, not constitute inappropriate limitation of the present invention.In the accompanying drawings：
Fig. 1 is that a kind of structure of bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention is shown
It is intended to；
Fig. 2 is the structure of another bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention
Schematic diagram；
Fig. 3 is ballast in a kind of bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention
Structural representation；
Fig. 4 be it is provided in an embodiment of the present invention it is a kind of for scour protection under water protection bionical careless device in manually imitate
The structural representation of sward unit；
Fig. 5 is ballast in another bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention
The structural representation of thing；
Fig. 6 is anchor knot in another bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention
The structural representation of structure；
Fig. 7 is another kind provided in an embodiment of the present invention for artificial in the bionical careless device of the protection of scour protection under water
The structural representation of bionical careless unit；
Fig. 8 is another kind provided in an embodiment of the present invention for artificial in the bionical careless device of the protection of scour protection under water
The connection handle region mplifying structure schematic diagram of bionical careless unit；
Fig. 9 is the structure of another bionical careless device protected for scour protection under water provided in an embodiment of the present invention
Schematic diagram.
In figure：10- ballasts；20- artificial bionics grass unit；101- concrete block systems；102- tied ropes；103-
Circle rope；201- braids；104- anchor structures；105- bandlets；1041- junction buttons；202- string ropes；203- connection handles；106-
Sandbag；107- bandages；The flat-shaped tied ropes of 108-.
Specific embodiment
It should be noted that in the case where not conflicting, the embodiment in the present invention and the feature in embodiment can phases
Mutually combination.Describe the present invention in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
Fig. 1 is that a kind of structure of bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention is shown
It is intended to；Fig. 2 is that the structure of another bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention is shown
It is intended to.
The embodiment of the present invention provides a kind of bionical careless device for the protection of scour protection under water, such as Fig. 1 and Fig. 2 institutes
Show, the fixed structure is ballast 10, artificial bionic grass unit 20 is provided with the ballast 10.
Relative to prior art, the bionical careless device tool for the protection of scour protection under water described in the embodiment of the present invention
There is following advantage：
As depicted in figs. 1 and 2, the bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention
In, the fixed structure is that artificial bionic grass unit 20 is provided with ballast 10, and the ballast 10.Thus knowable to analysis,
Using it is provided in an embodiment of the present invention for scour protection under water protect bionical careless device when, due to artificial bionic grass unit
20 one end can be fixed on ballast 10 and be sunken to the basis of the sea bed in seabed surrounding relevant position, and the other end can be in sea
Bottom free floating, therefore when offshore wind turbine foundation runs into periphery subsea current, can by artificial bionic grass unit 20 from
Body motion reduce flow rate of water flow, and current sediment carrying capacity so that silt artificial bionic grass unit 20 and sea bed basis
Sediment Siltation is formed about, and then reaches the effect of offshore wind turbine protection against erosion.To sum up, it is provided in an embodiment of the present invention under water
The bionical careless device of scour protection protection, can regain the initiative, and promote Sediment Siltation in sea bed basal perimeter, with from root
The effect for preventing basis to be washed is played on source.Also, it is provided in an embodiment of the present invention for scour protection under water protection
Bionical careless apparatus cost is low, good corrosion resistance, difficulty of construction are low, can bring permanent erosion control brushing effects.
Herein it should be added that, the bionical careless device for scour protection under water provided in an embodiment of the present invention
In, scour protection scope is not limited only to around sea bed basis under water, can also include inland river bridge, harbour, bank protection, with
And offshore and marine engineering etc..
During practical application, as shown in figure 1, the bionical grass for the protection of scour protection under water provided in an embodiment of the present invention
In device, above-mentioned fixed structure can be lump formula ballast.
Fig. 3 is ballast in a kind of bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention
Structural representation.
Wherein, as shown in Fig. 1 combinations Fig. 3, above-mentioned lump formula ballast can include：Concrete block system 101, Yi Ji
The tied rope 102 set in the concrete block system 101 and along the surrounding of concrete block system 101, such that it is able to pass through tied rope 102
Realization is connected with artificial bionic grass unit 20.
Specifically, as shown in Fig. 1 combinations Fig. 3, above-mentioned concrete block system 101 can include multiple concrete blocks, each
The side of concrete block can be equipped with circle rope 103 in being provided with through hole, and the through hole, such that it is able to pass through circle rope 103 by multiple
Concrete block connects into above-mentioned concrete block system 101.
Fig. 4 be it is provided in an embodiment of the present invention it is a kind of for scour protection under water protection bionical careless device in manually imitate
The structural representation of sward unit.
Further, as shown in Fig. 1 combinations Fig. 4, above-mentioned artificial bionic grass unit 20 can be overlapped by a plurality of bionical grass and compiled
Knit and form, and a plurality of bionical grass can be equally spaced along braid 201, so as to be connected with the braid 201 by by tied rope 102,
To realize being fixedly connected artificial bionic grass unit 20 with concrete block system 101.
During practical application, as shown in Fig. 2 the bionical grass for the protection of scour protection under water provided in an embodiment of the present invention
In device, above-mentioned fixed structure can also be anchoring type ballast.
Fig. 5 is ballast in another bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention
The structural representation of thing.
Wherein, as shown in Fig. 2 combinations Fig. 5, above-mentioned anchoring type ballast can include multiple anchor structures 104, and respectively
The bandlet 105 being connected with each anchor structure 104.
Fig. 6 is anchor knot in another bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention
The structural representation of structure.
When actual production is manufactured, for the ease of being connected, as shown in fig. 6, provided in an embodiment of the present invention under water
In the bionical careless device of scour protection protection, connection flat band 105 can be separately provided on above-mentioned each anchor structure 104
Junction button 1041.
Fig. 7 is another kind provided in an embodiment of the present invention for artificial in the bionical careless device of the protection of scour protection under water
The structural representation of bionical careless unit；Fig. 8 is provided in an embodiment of the present invention another for the protection of scour protection under water
The connection handle region mplifying structure schematic diagram of artificial bionic grass unit in bionical careless device.
Specifically, as shown in Fig. 2 combinations Fig. 7, above-mentioned artificial bionic grass unit 20 can be by a plurality of bionical careless overlapped woven
Form, and a plurality of bionical grass is equally spaced along string rope 202；As shown in Fig. 2 combinations Fig. 8, can be provided with above-mentioned string rope 202
Multiple connection handles 203, are connected such that it is able to pass through bandlet 105 with connection handle 203, to realize artificial bionic grass unit 20 and anchor
Structure 104 is fixedly connected.
Fig. 9 is the structure of another bionical careless device protected for scour protection under water provided in an embodiment of the present invention
Schematic diagram.
During practical application, in the bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention, such as
Shown in Fig. 9, above-mentioned fixed structure can also be sandbag formula ballast.
Specifically, as shown in figure 9, above-mentioned sandbag formula ballast can include multiple sandbags 106, the edge of multiple sandbags 106
The surrounding of artificial bionic grass unit 20 is distributed, and sandbag 106 can be fixed and connected by bandage 107 and artificial bionic grass unit 20
Connect；Further, the two ends of sandbag 106 can be respectively equipped with flat-shaped tied rope 108, will such that it is able to pass through the flat-shaped tied rope 108
The head and the tail of multiple sandbags 106 are sequentially connected.
Embodiment one：
The embodiment of the present invention one provides a kind of bionical careless device for the protection of scour protection under water, such as Fig. 1 combinations Fig. 3
With shown in Fig. 4, above-mentioned fixed structure is lump formula ballast, and artificial bionic grass unit 20 is provided with the lump formula ballast；
Wherein, lump formula ballast includes：The concrete block system 101 being formed by connecting by multiple concrete blocks and by circle rope 103, with
And the tied rope 102 set in concrete block system 101 and along the surrounding of concrete block system 101；Specifically, artificial bionic grass
Unit 20 is formed by a plurality of bionical careless overlapped woven, and a plurality of bionical grass is equally spaced along braid 201, such that it is able to pass through to tie up
Rope 102 is connected with braid 201, to realize making artificial bionic grass unit 20 be fixedly connected with concrete block system 101.
For embodiment one, the embodiment of the present invention also provides a kind of fixing means under water of Anti-scouring device, including as follows
Step：Step S1, a plurality of circle is restricted 103 also cross multiple concrete blocks, to link into concrete block system 101；Step S2,
The bottom overlapped woven of a plurality of bionical grass is equally spaced in braid 201 and along braid 201, it is single to form artificial bionic grass
Unit 20；Step S3, by tied rope 102 bind braid 201, with fix artificial bionic grass unit 20；Step S4, respectively lifting are multiple
Each specified location in Anti-scouring device to seawater.
Embodiment two：
The embodiment of the present invention two provides a kind of bionical careless device for the protection of scour protection under water, and such as Fig. 2 combines figure
Shown in 5- Fig. 8, above-mentioned fixed structure is anchoring type ballast, and artificial bionic grass unit 20 is provided with the anchoring type ballast；
Wherein, anchoring type ballast includes multiple anchor structures 104, and the bandlet 105 being connected with each anchor structure 104 respectively；Specifically
Ground, artificial bionic grass unit 20 is formed by a plurality of bionical careless overlapped woven, and a plurality of bionical grass is equally spaced along string rope 202；
Also, string rope 202 on be provided with multiple connection handles 203, be connected with connection handle 203 such that it is able to pass through bandlet 105, with realize by
Artificial bionic grass unit 20 is fixedly connected with anchor structure 104.
For embodiment two, the embodiment of the present invention also provides a kind of fixing means under water of Anti-scouring device, including as follows
Step：Step S1, the bottom overlapped woven of a plurality of bionical grass 202 is equally spaced on string rope 202 and along string rope, with shape
Into artificial bionic grass unit 20；Step S2, bandlet 105 is fed through connection handle 203 so that anchor structure 104 with string rope 202 lead to
Bandlet 105 is crossed to be connected；Step S3, each specified location in multiple Anti-scouring device to seawater is lifted respectively, and by anchor knot
Structure 104 squeezes into certain depth under sea bed.
Bionical careless device for the protection of scour protection under water provided in an embodiment of the present invention can on the coast or ship
Assembling is completed on deck, is not influenceed by maritime environment, assembling is quick with hoisting process, and the deadline of whole device is extremely short,
Anti-scouring device can devote oneself to work after reaching specified location, subsequently need not periodically supervise and replace raw material, with permanent
Effect.
Presently preferred embodiments of the present invention is the foregoing is only, is not intended to limit the invention, it is all in essence of the invention
Within god and principle, any modification, equivalent substitution and improvements made etc. should be included within the scope of the present invention.
Claims (10)
1. it is a kind of for scour protection under water protection bionical careless device, it is characterised in that the fixed structure be ballast,
Artificial bionic grass unit is provided with the ballast.
2. it is according to claim 1 for scour protection under water protection bionical careless device, it is characterised in that it is described solid
Fixed structure is lump formula ballast.
3. the bionical careless device for the protection of scour protection under water according to claim 2, it is characterised in that described hard
Block formula ballast includes：Concrete block system, and fastened and along the concrete block system surrounding in the concret block
The tied rope of setting, the tied rope is used to be connected with artificial bionic grass unit.
4. the bionical careless device for the protection of scour protection under water according to claim 3, it is characterised in that described mixed
Solidifying soil block system includes multiple concrete blocks, and the side of each concrete block is provided with through hole, circle is equipped with the through hole
Rope, the circle is restricted for multiple concrete blocks to be connected into the concrete block system.
5. it is according to claim 3 for scour protection under water protection bionical careless device, it is characterised in that the people
The bionical careless unit of work is formed by a plurality of bionical careless overlapped woven, and a plurality of bionical grass is equally spaced along braid；It is described to tie up
Restrict for being connected with the braid, so that artificial bionic grass unit is connected with the concrete block system.
6. it is according to claim 1 for scour protection under water protection bionical careless device, it is characterised in that it is described solid
Fixed structure is anchoring type ballast.
7. it is according to claim 6 for scour protection under water protection bionical careless device, it is characterised in that the anchor
Stationary ballast includes multiple anchor structures, and the bandlet being connected with anchor structure each described respectively.
8. it is according to claim 7 for scour protection under water protection bionical careless device, it is characterised in that the people
The bionical careless unit of work is formed by a plurality of bionical careless overlapped woven, and a plurality of bionical grass is equally spaced along string rope；The string
Multiple connection handles are provided with rope, the bandlet is used to be connected with the connection handle, for by the careless unit of the artificial bionic
It is connected with the anchor structure.
9. it is according to claim 1 for scour protection under water protection bionical careless device, it is characterised in that it is described solid
Fixed structure is sandbag formula ballast.
10. it is according to claim 9 for scour protection under water protection bionical careless device, it is characterised in that it is described
Sandbag formula ballast includes multiple sandbags, and multiple sandbags are distributed along the surrounding of artificial bionic grass unit, and described
Sandbag is fixedly connected by bandage with artificial bionic grass unit；The sandbag is respectively arranged at two ends with flat-shaped tied rope, described
Flat-shaped tied rope is used to be sequentially connected multiple sandbag head and the tail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710247942.3A CN106894452A (en) | 2017-04-17 | 2017-04-17 | Bionic grass device for underwater scour prevention protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710247942.3A CN106894452A (en) | 2017-04-17 | 2017-04-17 | Bionic grass device for underwater scour prevention protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106894452A true CN106894452A (en) | 2017-06-27 |
Family
ID=59197279
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710247942.3A Pending CN106894452A (en) | 2017-04-17 | 2017-04-17 | Bionic grass device for underwater scour prevention protection |
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| Country | Link |
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| CN (1) | CN106894452A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485365A (en) * | 2019-08-01 | 2019-11-22 | 宁夏辰邦石油装备制造有限公司 | A kind of seabed protection against erosion bionic system and its construction technology and application |
| CN114164870A (en) * | 2022-02-14 | 2022-03-11 | 山东科技大学 | Modular ocean foundation scouring protection device and installation method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0665936A (en) * | 1992-08-19 | 1994-03-08 | Mitsui Eng & Shipbuild Co Ltd | Retaining of reinforced concrete structure |
| CN205822161U (en) * | 2016-07-25 | 2016-12-21 | 福建永福电力设计股份有限公司 | A kind of marine structure anti-scouring system |
| CN205822279U (en) * | 2016-07-25 | 2016-12-21 | 福建永福电力设计股份有限公司 | A kind of marine structure anti-scouring system |
-
2017
- 2017-04-17 CN CN201710247942.3A patent/CN106894452A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0665936A (en) * | 1992-08-19 | 1994-03-08 | Mitsui Eng & Shipbuild Co Ltd | Retaining of reinforced concrete structure |
| CN205822161U (en) * | 2016-07-25 | 2016-12-21 | 福建永福电力设计股份有限公司 | A kind of marine structure anti-scouring system |
| CN205822279U (en) * | 2016-07-25 | 2016-12-21 | 福建永福电力设计股份有限公司 | A kind of marine structure anti-scouring system |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485365A (en) * | 2019-08-01 | 2019-11-22 | 宁夏辰邦石油装备制造有限公司 | A kind of seabed protection against erosion bionic system and its construction technology and application |
| CN114164870A (en) * | 2022-02-14 | 2022-03-11 | 山东科技大学 | Modular ocean foundation scouring protection device and installation method thereof |
| CN114164870B (en) * | 2022-02-14 | 2022-05-17 | 山东科技大学 | Modular ocean foundation scouring protection device and installation method thereof |
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