CN207633320U - A kind of protective reinforcing structure of ecology man-made island - Google Patents
A kind of protective reinforcing structure of ecology man-made island Download PDFInfo
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- CN207633320U CN207633320U CN201721660986.0U CN201721660986U CN207633320U CN 207633320 U CN207633320 U CN 207633320U CN 201721660986 U CN201721660986 U CN 201721660986U CN 207633320 U CN207633320 U CN 207633320U
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- 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
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- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The utility model discloses a kind of protective reinforcing structure of ecological man-made island, including man-made island and protective reinforcing structure, the protective reinforcing structure includes that close sand pile foundation processing structure, shore protection safeguard structure and ecological platform build structure；The close sand pile foundation processing structure is set in submerged reef ground, firm performance and load-carrying properties for reinforcing submerged reef ground；The shore protection safeguard structure is arranged around close sand pile foundation processing structure, for protecting submerged reef ground, prevents alluvion submerged reef ground；The ecology platform builds structure setting on shore protection safeguard structure, and the ecology platform builds structure and is equipped with planting area.The ecological man-made island protective reinforcing structure of the utility model, built on the sand, constructional difficulties are easy to be damaged by alluvion the artificial island submerged reef ground of effective solution China's engineering in the offshore；The construction of artificial island destroys the problem of marine ecology bad border.
Description
Technical field
The utility model is related to artificial island construction technique fields, refer in particular to a kind of protective reinforcing structure of ecological man-made island.
Background technology
With the continuous development of society, it since the advance planning in city is unreasonable, is not reserved to the development that continues in city
Enough development spaces, the spatial construction for causing the buildings such as airport, harbour, large-scale power station or nuclear power station not enough hinder city
The further development in city；More and more ripe with the technology development of marine reclamation land, the construction of heavy construction is gradually partial to build in
On artificial island, city space deficiency can be solved the problems, such as, while avoiding large-scale noise pollution and the sky built and bring city
The problems such as gas pollutes；The groups of building that exploiting ocean resource can be built on artificial island simultaneously, make full use of marine resources, very
Marine city is extremely established on artificial island.
Based on the demand of China's off-lying sea development strategy, the construction of artificial island by be off-lying sea development strategy important development side
To；Off-lying sea area in China is widely distributed a coral reef, artificial island largely by existing island, building, submerged reef or
Merge several islands to build, coral reef is ground of the remains by very long geologic process formation after polypoary death
Body is land resources extremely valuable in ocean.
Artificial island is built using coral reef as ground to have the following disadvantages：The strength performance of ground is low, in rushing for wave
Under brush effect, ground is easily damaged；The safety of artificial island is seriously threatened, therefore reinforcement protection is carried out to coral reef ground and changed
It makes, improves the firm performance and load-carrying properties of ground.
China off-lying sea area is vertical across subtropical and tropical zones, and marine environment is lived due to the cyclone of Perenniporia martius
The factors such as jump, monsoon are prevailing, and the landform of ocean is intricate cause the extreme dynamic phenomenon such as typhoon, storm tide frequently to occur,
Marine environment is severe；Serious threat is caused to the safety of artificial island, and the construction of artificial island is caused greatly to obstruct.
Meanwhile the ecological environment of ocean can be damaged when building artificial island so that the environment of ocean is more disliked
It is bad, the difficulty of artificial island construction is further increased, in order to ensure the safe and smooth of construction, it is necessary to the ground base junction of engineering
Structure is transformed, while building protective reinforcing structure；Therefore, research and development adapt to coral reef ground, can resist adverse circumstances,
The protective reinforcing structure for protecting marine ecology not to be destroyed simultaneously is the necessity of artificial island engineering；To China's off-lying sea area
The development of the reinforcement protection construction of coral reef has great importance.
The method of general consolidated subsoil is firm artificial by being used as the ground of artificial island in seabed construction pile foundation piling
Island, general common method for processing foundation include water pendant sand change fill out, strong rammer, cement mixing pile, lime-soil compaction pile etc..On but
The basement process that method is only applicable to middle sand and coarse sand geology is stated, for the subgrade geology of the sand paper clay in seabed, is used
The above method can cause the problems such as different degrees of input cost is high, the complicated efficiency of construction is low, base consolidation effect is poor.And institute
The long-time of construction is subjected to washing away to damage and caving in for wave, the construction and safety to artificial island cause greatly safety it is hidden
Suffer from, is unfavorable for the development of China's off-lying sea process.
Utility model content
The utility model aim is to provide a kind of protective reinforcing structure of ecological man-made island, solves to exist in above-mentioned technology
Deficiency, the protective reinforcing is reasonable in design, it is easy for construction it is simple, low cost, construction efficiency are high, existing skill can be solved
Built on the sand, constructional difficulties are easy to be damaged by alluvion the artificial island submerged reef ground of the China Shu Zhong engineering in the offshore；Artificial island
Construction the problem of destroying marine ecology bad border.
In order to solve the above-mentioned technical problem, the utility model uses following technical scheme：
A kind of protective reinforcing structure of ecology man-made island, including man-made island and protective reinforcing structure, the protective reinforcing knot
Structure includes that close sand pile foundation processing structure, shore protection safeguard structure and ecological platform build structure；The close sand pile foundation
Processing structure is set in submerged reef ground, firm performance and load-carrying properties for reinforcing submerged reef ground；The shore protection protection knot
Structure is arranged around close sand pile foundation processing structure, for protecting submerged reef ground, prevents alluvion submerged reef ground；The ecology
Platform builds structure setting on submerged reef ground, and the ecology platform builds structure and is equipped with planting area.
The close sand pile foundation processing structure includes that multiple length are identical as a further improvement of the utility model,
Vibro densification sand pile, the vibro densification sand pile are vertically arranged, and in equilateral triangle are distributed in submerged reef foundation region.It is described
Vibro densification sand pile is vertically arranged, and reduces the difficulty of construction of vibro densification sand pile to a certain extent, saves material, reduces construction
Cost；And be arranged in the vibro densification sand pile is in equilateral triangle in foundation region, it is closely knit that triangular structure improves this
The stability and bearing capacity of sand pile basement process structure.
Further, the close sand pile foundation processing structure further includes being vertically arranged around vibro densification sand pile, described
Short closely knit sand pile is identical as the diameter of vibro densification sand pile, and the distribution in equilateral triangle centered on vibro densification sand pile.
Vibro densification sand pile side is in equilateral triangle centered on vibro densification sand pile to be vertically arranged short closely knit sand pile, further carries
The stability and bearing capacity of the high basement process result.
The shore protection safeguard structure includes multiple square tubes being set up in parallel and lid as a further improvement of the utility model,
Plate, the cover board is set to above square tube, for covering the square tube；The square tube bottom be equipped with bottom plate, and the bottom plate and
The barrel of square tube is integrally formed setting, and the connection structure for connecting two square tubes is additionally provided between two adjacent square tubes；
It is under-filled in the square tube to have sand, it is equipped with pressing plate above the sand；The square tube top is equipped with multiple unrestrained holes that disappear so that
The unrestrained room that disappears is formed in the square tube.To form the unrestrained room that disappears in square tube by the way that multiple unrestrained holes that disappear are arranged, to reduce the anti-of wave
It penetrates, the power of wave cut and wave are climbed；It effectively increases wave and difficulty is washed away to submerged reef ground, with improving submerged reef
The erosion resistibility of base.
Further, the bottom plate includes the front toe and hallux of square tube, and the front toe on the outside of square tube barrel away from
It is arranged at a distance from more than hallux on the outside of square tube barrel.The front toe and hallux of square tube are set, square tube and submerged reef ground are increased
Contact area, reduce the stress of submerged reef ground, improve the stability against sliding of shore protection safeguard structure, further increase arrived wave
Wave washes away difficulty to submerged reef ground.
Further, the pressing plate diameter is matched with square tube internal diameter, the sand for sealing the square tube lower part.Sealing
The weight of the sand of square tube lower part, square tube concentrates on lower part so that the setting of the shore protection safeguard structure on submerged reef ground is more
It is firm.
Further, the square tube, cover board, bottom plate and connection structure are all made of monolithic reinforced concrete structure system
At.Reinforced concrete structure further increases the overall weight of the shore protection safeguard structure, further strengthens shore protection protection knot
The stability that structure is arranged on submerged reef ground.
It includes steelframe support base that the ecological platform, which builds structure, as a further improvement of the utility model, described
Steelframe support base is equipped with suspension device and steelframe support construction, and the suspension device is equipped with and hangs part, described to hang part
It is equipped with hanging hole；Bearing plate is equipped at the top of the steelframe support construction, the planting area is set on bearing plate, and described kind
Plantation pendant is equipped in growing area domain.It can make it by hanging the oceans such as discarded shell substance on part in hanging for suspension device
Quickly form close bioherm, for marine organisms living environment；Steelframe support construction can reduce culture to seawater
Pollution improves sea level；Sea-plant is planted on the planting area of bearing plate so that the ecological environment of artificial island is protected
It holds.
Further, the steelframe support base is equipped with bottom surface fixing piece and multiple through-holes.It will be ecological by fixing piece
Platform is built structure and is fixed on submerged reef ground；Through-hole adheres to for marine organisms, is conducive to the existence of marine organisms.
Further, the surface of the bearing plate becomes pervious concrete layer.Pervious concrete has outstanding durable
Property, water penetration, freeze-thaw resistance and bearing capacity, abrasive resistance are much better than pitch, and can reach 31-52 ls/h permeable
Speed effectively avoids the durability of concrete from being affected；Good bearing capacity can avoid the kind plant be collapsed on bearing plate
Bearing plate；And it will not cause to be broken because of influence of enduring cold.
A kind of protective reinforcing structure of ecological man-made island of the utility model, has the following advantages compared with the existing technology：
1, by the vibro densification sand pile in equilateral triangle for being distributed in submerged reef ground and around vibro densification sand pile and it is in
The combination of the short closely knit sand pile of equilateral triangle distribution so that the stability higher of submerged reef ground, bearing capacity is stronger, eliminates
The inhomogeneities of ground；
2, close sand forming pile technology uses bobbing machine pipe sand pile technique, easy to operate and easy to implement, and pile quality holds
Easy control, and loose ground can be reinforced so that submerged reef ground is more firm；
3, erosion resistibility is strong, by the way that multiple unrestrained holes that disappear are arranged in the square tube in shore protection safeguard structure so that the side
The unrestrained room that disappears is formed in cylinder, the power of reflection, wave cut to wave and climbing for wave；Wave is effectively increased to submerged reef
Ground washes away difficulty, improves the erosion resistibility of submerged reef ground；
4, marine ecology is protected, sea-plant is planted on the planting area of bearing plate, is arranged in steelframe support base
Multiple through-holes, for adhering to marine organisms, hanging on suspension device hangs the oceans such as discarded shell substance on part, make it
Close bioherm is quickly generated, living environment is provided to marine organisms.
In conclusion a kind of protective reinforcing of ecological man-made island of the utility model is reasonable in design, letter easy for construction
List, low cost, construction efficiency are high, can solve the artificial island submerged reef ground of China's engineering in the offshore in the prior art built on the sand,
Constructional difficulties are easy to be damaged by alluvion；The construction of artificial island destroys the problem of marine ecology bad border.
Description of the drawings
Fig. 1 is a kind of structural schematic diagram of the safeguard structure of ecological man-made island of the utility model；
Fig. 2 is the distribution schematic diagram of the close sand pile foundation processing structure of the utility model；
Fig. 3 is the sectional side view of the close sand pile foundation processing structure of the utility model；
Fig. 4 is the vibro densification sand pile of the utility model and short closely knit sandy pile construction flow chart；
Fig. 5 is the structural schematic diagram of the shore protection safeguard structure of the utility model；
Fig. 6 is the sectional view of the square tube of the utility model；
Fig. 7 is that the ecological platform of the utility model builds the structural schematic diagram of structure.
Specific implementation mode
A kind of protective reinforcing structure of ecological man-made island of the utility model is described with reference to the drawings, attached drawing is that this practicality is new
The simplification view of type, only to express the basic structure of the utility model.
As shown in Figure 1, including man-made island and protective reinforcing structure, the protective reinforcing structure includes at close sand pile foundation
Reason structure 1, shore protection safeguard structure 2 and ecological platform build structure 3；The close sand pile foundation processing structure 1 is set to secretly
In reef ground 4, firm performance and load-carrying properties for reinforcing submerged reef ground 4；The shore protection safeguard structure 2 surrounds closely knit sand pile
Basement process structure 1 is arranged, and for protecting submerged reef ground 4, prevents alluvion submerged reef ground 4；The ecology platform builds knot
Structure 3 is set on submerged reef ground 4, and the ecology platform builds structure 3 and is equipped with planting area.
As shown in Fig. 2 to 3, it is preferable that the close sand pile foundation processing structure 1 includes that the identical vibroflotation of multiple length is close
Real sand pile 11, the vibro densification sand pile 11 are vertically arranged, and in equilateral triangle are distributed in 4 region of submerged reef ground.It is described
Vibro densification sand pile 11 is vertically arranged, and reduces the difficulty of construction of vibro densification sand pile 11 to a certain extent, saves material, is reduced
Construction cost；And be arranged in the vibro densification sand pile 11 is in equilateral triangle in foundation region, triangular structure improves
The stability and bearing capacity of the close sand pile foundation processing structure 1.
Further, the close sand pile foundation processing structure 1 further includes being vertically arranged around vibro densification sand pile 11, institute
It is identical as the diameter of vibro densification sand pile 11 and in equilateral triangle centered on vibro densification sand pile 11 to state short closely knit sand pile 12
Distribution.Short closely knit sand pile 12 is vertically arranged around vibro densification sand pile 11 is in equilateral triangle in 11 side of vibro densification sand pile,
Further increase the stability and bearing capacity of the basement process result.
Illustrate the work progress of vibro densification sand pile and short closely knit sand pile in conjunction with attached drawing 4:
1, surveying setting-out：The line-putting method used according to conventional construction, the close sand constructed to needs on submerged reef ground
Stake measures unwrapping wire；
2, bobbing machine vibroflotation sand pile：It is constructed to the closely knit sand pile after surveying setting-out using bobbing machine, and all closely knit
The construction method of sand pile is identical；
3, the construction procedure in step 2 is repeated several times, until all closely knit sandy pile constructions are completed.
During the practice of construction of closely knit sand pile, bobbing machine vibroflotation sand pile is shaken described firstly the need of using Suspenoing apparatus
The stake position of the current closely knit sand pile to be constructed of motivation alignment；Then start the bobbing machine, control Suspenoing apparatus shakes described
Motivation from top to bottom carries out ground extruding and close reinforcing of shaking to the closely knit sand pile, until to behind pre-designed stake bottom with
Certain fixed speed at the uniform velocity rises to the pile step that stake mouth completes closely knit sand pile.
As shown in FIG. 5 and 6, it is preferable that the shore protection safeguard structure 2 includes multiple square tubes 21 being set up in parallel and cover board
22, the cover board 22 is set to 21 top of square tube, for covering the square tube 21；21 bottom of the square tube is equipped with bottom plate 23, and
The bottom plate 23 and the barrel of square tube 21 are integrally formed setting, and are additionally provided between two adjacent square tubes 21 for connecting two
The connection structure 24 of square tube 21；It is under-filled in the square tube 21 to there is sand 211,211 top of the sand to be equipped with pressing plate 212；
21 top of the square tube is equipped with multiple unrestrained holes 213 that disappear so that the unrestrained room that disappears is formed in the square tube 21.By the way that multiple unrestrained holes that disappear are arranged
213 so that form the unrestrained room that disappears, to reduce the power of reflection, wave cut and the climbing for wave of wave in square tube；It is effective to increase
Big wave washes away difficulty to submerged reef ground, improves the erosion resistibility of submerged reef ground.
Further, the bottom plate 23 includes the front toe 231 and hallux 232 of square tube, and the front toe 231 and square tube 21
Distance on the outside of barrel be more than hallux 232 with 21 barrel of square tube on the outside of at a distance from setting.The front toe 231 and hallux of square tube 21 are set
232, the contact area of square tube 21 and submerged reef ground is increased, the stress of submerged reef ground is reduced, improves shore protection safeguard structure 2
Stability against sliding, further increase and arrived wave difficulty is washed away to submerged reef ground.
Further, 212 diameter of the pressing plate is matched with 21 internal diameter of square tube, the sand for sealing 21 lower part of the square tube
Soil 211.The sand 211 of 21 lower part of square tube is sealed, the weight of square tube 21 concentrates on lower part so that the shore protection safeguard structure 2 is dark
Setting on reef ground is more firm.
Further, the square tube 21, cover board 22, bottom plate 23 and connection structure 24 are using cast-in-situ steel reinforced concrete
Made of structure.Reinforced concrete structure further increases the overall weight of the shore protection safeguard structure 2, further strengthens the shield
The stability that bank safeguard structure 2 is arranged on submerged reef ground.
As shown in fig. 7, it includes steelframe support base 31, the steelframe support base 31 that the ecology platform, which builds structure 3,
It is equipped with suspension device and steelframe support construction 32, the suspension device, which is equipped with, hangs part, and the part that hangs is equipped with hanging hole；
32 top of the steelframe support construction is equipped with bearing plate 33, and the planting area is set on bearing plate 33, and the growing area
Plantation pendant is equipped in domain.It can make it quickly by hanging the oceans such as discarded shell substance on part in hanging for suspension device
Form close bioherm, for marine organisms living environment；Steelframe support construction 32 can reduce dirt of the culture to seawater
Dye improves sea level；Sea-plant is planted on the planting area of bearing plate 33 so that the ecological environment of artificial island is protected
It holds.
Further, the steelframe support base 31 is equipped with bottom surface fixing piece and multiple through-holes.It will be given birth to by fixing piece
State platform is built structure 3 and is fixed on submerged reef ground；Through-hole adheres to for marine organisms, is conducive to the existence of marine organisms.
Further, the surface of the bearing plate 33 becomes pervious concrete layer.Pervious concrete has outstanding resistance to
Long property, water penetration, freeze-thaw resistance and bearing capacity, abrasive resistance are much better than pitch, and can reach 31-52 ls/h saturating
Water speed effectively avoids the durability of concrete from being affected；Good bearing capacity can avoid the kind plant on bearing plate 33
Be collapsed bearing plate 33；And it will not cause to be broken because of influence of enduring cold.
A kind of protective reinforcing structure of the ecological man-made island of the utility model, by it is in equilateral triangle with being distributed in submerged reef
The vibro densification sand pile 11 of base and combination around vibro densification sand pile 11 and the short closely knit sand pile 12 of distribution in equilateral triangle,
So that the stability higher of submerged reef ground, bearing capacity is stronger, and the vibro densification sand pile 11 and short closely knit sand pile 12 are all made of
Bobbing machine pipe sand pile technique, the technological operation is simple, and easy to implement, and pile quality is easy control, and construction effect is good, existing
Crowd in-out effects also have vibration densification so that the soil between sand pile can form preferable composite foundation, improve holding for submerged reef ground
The overall stability for carrying power, preventing sand liquefaction, increasing submerged reef ground；The setting of square tube 21 in shore protection safeguard structure 2 is more
A unrestrained hole 213 that disappears so that the unrestrained room that disappears is formed in the square tube 21, the power of reflection, wave cut to wave and climbing for wave
It is high；It effectively increases wave and difficulty is washed away to submerged reef ground, improve the erosion resistibility of submerged reef ground；In submerged reef ground
It is equipped with ecological platform and builds structure 3, the ecology platform builds the bearing plate 33 in structure 3 and is equipped with planting area, can pass through
Sea-plant is planted on plantation pendant in planting area, maintains the marine ecology of artificial island；The ecology platform is built
It is additionally provided with suspension device in structure 3, can be hung on suspension device and hang the oceans such as discarded shell substance on part, keeps it fast
Fast-growing is got married bioherm, for marine organisms living environment；A kind of protective reinforcing knot of the ecological man-made island of the utility model
Structure reasonable design, simple, low cost, construction efficiency height easy for construction, can solve the people of China's engineering in the offshore in the prior art
Built on the sand, constructional difficulties are easy to be damaged by alluvion work island submerged reef ground；It is bad that the construction of artificial island destroys marine ecology
The problem of border.
According to the disclosure and teachings of the above specification, the utility model those skilled in the art can also be to above-mentioned reality
The mode of applying is changed and is changed.Therefore, the utility model is not limited to specific implementation mode disclosed and described above, right
Some modifications and changes of the utility model should also be as falling into the protection scope of the claims of the present utility model.In addition, to the greatest extent
Some specific terms are used in pipe this specification, these terms are merely for convenience of description, not to the utility model
Constitute any restrictions.
Claims (10)
1. a kind of protective reinforcing structure of ecology man-made island, including man-made island and protective reinforcing structure, which is characterized in that described anti-
Shield ruggedized construction includes that close sand pile foundation processing structure, shore protection safeguard structure and ecological platform build structure；It is described closely knit
Sand pile basement process structure setting is in submerged reef ground, firm performance and load-carrying properties for reinforcing submerged reef ground；The shield
Bank safeguard structure is arranged around close sand pile foundation processing structure, for protecting submerged reef ground, prevents alluvion submerged reef ground；
The ecology platform builds structure setting on submerged reef ground, and the ecology platform builds structure and is equipped with planting area.
2. protective reinforcing structure according to claim 1, which is characterized in that the close sand pile foundation processing structure includes
The identical vibro densification sand pile of multiple length, the vibro densification sand pile are vertically arranged, and in equilateral triangle are distributed in submerged reef
In foundation region.
3. protective reinforcing structure according to claim 2, which is characterized in that the close sand pile foundation processing structure is also wrapped
Include the short closely knit sand pile being vertically arranged around vibro densification sand pile, the diameter of the short closely knit sand pile and the vibro densification sand pile
It is identical, and the distribution in equilateral triangle centered on vibro densification sand pile.
4. protective reinforcing structure according to claim 1, which is characterized in that the shore protection safeguard structure includes multiple arranged side by side
The square tube and cover board of setting, the cover board is set to above square tube, for covering the square tube；The square tube bottom is equipped with bottom
Plate, and the bottom plate and the barrel of square tube are integrally formed setting, and be additionally provided between two adjacent square tubes for connecting two
The connection structure of square tube；It is under-filled in the square tube to have sand, it is equipped with pressing plate above the sand；The square tube top is equipped with
Multiple unrestrained holes that disappear so that the unrestrained room that disappears is formed in the square tube.
5. protective reinforcing structure according to claim 4, which is characterized in that the bottom plate includes the front toe of square tube with after
Toe, and the front toe on the outside of square tube barrel at a distance from be more than hallux with square tube barrel on the outside of at a distance from setting.
6. protective reinforcing structure according to claim 4, which is characterized in that the pressing plate diameter matches with square tube internal diameter
It closes, the sand for sealing the square tube lower part.
7. according to claim 4 to 6 any one of them protective reinforcing structure, which is characterized in that the square tube, cover board, bottom plate
And connection structure is all made of monolithic reinforced concrete structure and is made.
8. protective reinforcing structure according to claim 1, which is characterized in that it includes steelframe that the ecology platform, which builds structure,
Support base, the steelframe support base are equipped with suspension device and steelframe support construction, and the suspension device is equipped with and hangs
Part, the part that hangs are equipped with hanging hole；Bearing plate is equipped at the top of the steelframe support construction, the planting area is set to load-bearing
Plantation pendant is equipped on plate, and in the planting area.
9. protective reinforcing structure according to claim 8, which is characterized in that the steelframe support base is solid equipped with bottom surface
Determine part and multiple through-holes.
10. protective reinforcing structure according to claim 8 or claim 9, which is characterized in that the surface of the bearing plate is permeable mixed
Solidifying soil layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721660986.0U CN207633320U (en) | 2017-12-01 | 2017-12-01 | A kind of protective reinforcing structure of ecology man-made island |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721660986.0U CN207633320U (en) | 2017-12-01 | 2017-12-01 | A kind of protective reinforcing structure of ecology man-made island |
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| Publication Number | Publication Date |
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| CN207633320U true CN207633320U (en) | 2018-07-20 |
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ID=62855307
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457666A (en) * | 2018-12-10 | 2019-03-12 | 国家海洋局第二海洋研究所 | Promote silt device and nature coastline generation method |
-
2017
- 2017-12-01 CN CN201721660986.0U patent/CN207633320U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457666A (en) * | 2018-12-10 | 2019-03-12 | 国家海洋局第二海洋研究所 | Promote silt device and nature coastline generation method |
| CN109457666B (en) * | 2018-12-10 | 2023-09-15 | 自然资源部第二海洋研究所 | Silt-promoting device and natural coastline generation method |
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