CN201509499U - Artificial reef - Google Patents
Artificial reef Download PDFInfo
- Publication number
- CN201509499U CN201509499U CN2009201773251U CN200920177325U CN201509499U CN 201509499 U CN201509499 U CN 201509499U CN 2009201773251 U CN2009201773251 U CN 2009201773251U CN 200920177325 U CN200920177325 U CN 200920177325U CN 201509499 U CN201509499 U CN 201509499U
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- China
- Prior art keywords
- fish shelter
- jockey
- artificial fish
- splice
- reefs
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- 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.)
- Expired - Fee Related
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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
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
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- Artificial Fish Reefs (AREA)
Abstract
An artificial reef is split-jointed by armored concrete precast members, and comprises a reef body, a base and a top component, wherein the reef body is split-jointed by a plurality of split joint pieces, each split joint piece is provided with a first connecting device on the top portion, and is provided with a second connecting device at the bottom, the split joint pieces are split-jointed layer by layer to form the reef body through the first connecting device and the second connecting device, the base is used for supporting the reef body, the top portion of the base is provided with the first connecting device for connecting with the second connecting device arranged at the bottom of the split joint pieces on the lowermost layer in the reef body, the top component is covered on the split joint pieces on the uppermost layer of the reef body, and the bottom of the top component is provided with a second connecting device for connecting with the first connecting device on the top portion of the split joint pieces on the uppermost layer in the reef body.
Description
Technical field
The utility model relates to a kind of artificial fish shelter, more specifically, relates to a kind of pin-connected panel artificial fish shelter that is spliced by reinforced concrete precast member.
Background technology
Artificial fish shelter is that a kind of people is marine for being arranged on, the manual construction thing that be used to lure the fish gathering class, increases catches.Common artificial fish shelter mainly contains obsolete vessel and transforms reef, damaged tire reef, steel reef, armored concrete reef.In recent years, the artificial fish shelter construction is towards maximization, deep waterization, functional diversities development.The large-sized reinforced concrete fish shelter lures the biological species of collection various simultaneously, thereby is subjected to people's favor owing to its sturdy and durable, long service life.Existing armored concrete fish shelter is generally integrated, and its size can reach several meters, and weight reaches tens tons, and huge like this size and heavy weight have brought inconvenience for the transportation and the input of fish shelter.And the armored concrete fish shelter volume of this one is fixed, and therefore can not adapt to the situations such as depth of water variation of different waters well.
In view of the foregoing, need a kind of novel artificial fish shelter, its transportation and input are convenient, and can change flexibly according to the situation of different waters, to adapt to different marine sites.
The utility model content
The technical problems to be solved in the utility model provides a kind of novel artificial fish shelter, its simple and convenient assembly, and be convenient to transportation and input; And its structure can flexible modulation, to adapt to different marine site situations.
For solving the problems of the technologies described above, the utility model proposes a kind of artificial fish shelter, it is spliced by reinforced concrete precast member, comprise: reefs, be spliced by a plurality of splices, each splice has first jockey at the top, has second jockey in the bottom, by described first jockey and second jockey, described a plurality of splices successively are spliced to form described reefs; Base is used to support described reefs, and the top of described base has first jockey, is used for being connected with second jockey of the orlop splice of described reefs bottom; Top part covers on the splice of the superiors in the described reefs, and the bottom of described top part has second jockey, is used for being connected with first jockey at the superiors splice top of described reefs.
Base and top part can be annular or polygonal shape, and splice can be arc or the rectangular shape that is complementary with described base and top part.Preferably, the utility model adopts annular base and top part, forms cylindrical fish shelter after the assembly unit.
Can connect with inserting mode by described first and second jockeys between the each several part of artificial fish shelter.For example, first jockey at base and each splice top can be the spill jockey, and second jockey of top part and each splice bottom is for inserting the convex jockey in the described spill jockey.Otherwise first jockey is the convex jockey, and second jockey also is feasible for holding the spill jockey of described convex jockey.
In each splice, can be provided with first jockey at the two ends and the place, centre position at its top at least, and be provided with second jockey at the two ends and the place, centre position of its bottom at least.
According to this artificial fish shelter of the present utility model, owing to reefs is spliced by the armored concrete splice, thereby can be according to the marine site situation, flexible modulation reefs height and volume are to adapt to the situation of different waters.And artificial fish shelter of the present utility model is not integrated, but adopts the prefabricated component of a plurality of uniform specification to assemble, and can finish assembling easily near the zone the input ground, has therefore made things convenient for transportation and input.
Preferably, the reefs of artificial fish shelter of the present utility model comprises 3-7 layer splice.
At least a portion in splice portion within it has 1-2 than thin sunk area in neighboring area or the hollow out zone that penetrates.Preferably, cut sth. askew in the bight in described sunk area or hollow out zone, forms chamfering.
At least a portion in the splice in each layer can be spaced from each other along circumferential direction.Preferably, the distance between the isolated splice is 1/2nd of splice length or an arc length.
Adjacent two-layer splice can stagger mutually along circumferential direction.Preferably, the distance that staggers mutually between the connector is 1/2nd of splice length or an arc length.
By making splice have the hollow out zone, and make splice at interval, interlaced arrangement, under the situation of equal volume, can further reduce the weight of fish shelter, and reduce the usage amount of splice, can also provide solid and reliable connection simultaneously.
Can embed a plurality of metalworks in one or more layers splice in top part and the reefs, this metalwork exposes artificial fish shelter in interior week, is used for welding the shade structure that is used for shield lights.Described shade structure can be arranged in one or more layers of described top part and/or described reefs.
The shade structure can be made of with a plurality of sheet metals that are connected with this crossbeam metal beam, and the two ends of described crossbeam are welded to the metalwork that exposes in interior week at described artificial fish shelter.Wherein said a plurality of sheet metal can comprise the square metal sheet of the middle part that is positioned at described crossbeam and be positioned at this square metal sheet trapezoidal sheet metal on every side.Preferably, described shade structure comprises the crossbeam of two square crossings, is provided with trapezoidal sheet metal in the both sides of described square metal sheet on each root crossbeam.
Preferably, described metal beam and described sheet metal are steel.
Because many fish are liked shade, by the shade structure is set in fish shelter, more fish can be attracted near the fish shelter.
Described a plurality of metalwork also can come out in the peripheral exposure of described artificial fish shelter, is used for externally weld metal frame, to expand the volume of this artificial fish shelter.Described metal frame is preferably steel.Described metal frame is preferably stepped from top to bottom.Preferably, the height of described metal frame is greater than the height of the armored concrete fish shelter of inside.
By in the external metal frame of fish shelter outer setting, can further expand the volume of fish shelter, thereby further increase catches.
Description of drawings
Fig. 1 is the perspective view according to four layers of fish shelter of the utility model first embodiment.
Fig. 2 A is the elevation cross-sectional view of fish shelter shown in Figure 1; Fig. 2 B is the top plan view along B-B line among Fig. 2 A and C-C line; Fig. 2 C is the expanded view along D-D direction among Fig. 2 B.
Fig. 3 is the perspective schematic view of the splice in band hollow out zone.
Fig. 4 is the perspective view according to six layers of fish shelter of the utility model first embodiment, the connecting portion of splice shown in it.
Partial schematic diagram when Fig. 5 is the utility model employing plug-type connector arrangement connection splice.
Fig. 6 A-6B shows the detailed construction figure of plug-type connector arrangement, and wherein Fig. 6 A connects state before, and Fig. 6 B connects state afterwards.
Fig. 7 is the perspective view according to seven layers of fish shelter of the utility model the 3rd embodiment, the structure of shade shown in it.
Fig. 8 A is the elevation cross-sectional view of fish shelter shown in Figure 7; Fig. 8 B is the top plan view along B-B line among Fig. 8 A and C-C line, the detailed view of the structure of shade shown in it; Fig. 8 C is the expanded view along D-D direction among Fig. 8 B.
Fig. 9 is the fish shelter perspective view according to the band expanded metal shelf structure of the utility model the 4th embodiment.
Embodiment
Below, in conjunction with the accompanying drawings, embodiment of the present utility model is described in detail.
Fig. 1 shows the perspective view according to four layers of REINFORCED CONCRETE ARTIFICIAL fish shelter 10 of the utility model first embodiment.The section and the expanded view of the fish shelter 10 of first embodiment for clarity sake, have been shown in Fig. 2 A-2C.Wherein Fig. 2 A is the elevation cross-sectional view of this fish shelter 10, and Fig. 2 B is the top plan view of this fish shelter 10 along B-B line among Fig. 2 A and C-C line, and Fig. 2 C is the expanded view of this fish shelter 10 along D-D direction among Fig. 2 B.
As shown in the figure, this artificial fish shelter 10 comprises annular base 1 and top part 2.Certainly, the shape of base 1 and top part 2 is not limited to annular, also can be triangle, quadrangle or other arbitrary polygons or special-shaped shape, but be preferably annular.Base 1 and top part 2 can be the prefabricated component of one, also can be assembled by the polylith reinforced concrete precast member.To the quantity of the prefabricated component of forming base and top part without limits.Preferably, annular base 1 and top part 2 respectively by two semicircular reinforced concrete precast members or by four radians be respectively 90 the degree the arch steel concrete prefabricated components assemble.The connected mode that connection between each prefabricated component can and constitute between the splice of reefs is identical, for example realizes with inserting mode that this will be described in detail later.In first embodiment, the external diameter of annular base 1 and top part 2 is 6.15m, and internal diameter is 5.55m, and wall thickness is 0.3m, and the height of annular base 1 is 0.35m, and the height of circular top parts 2 is 0.2m.But the size of base 1 and top part 2 is not limited to the foregoing description, and it can be greater or lesser.
Between annular base 1 and the top part 24 layers of reefs that form by a plurality of armored concrete splice 3 assembly units.In first embodiment, each layer reefs comprises 4 arc splice components 3, and the radian of each splice 3 is 60 degree, and spaced apart along circumferential direction each other, and distance at interval is 1/2nd of a connector arc length.In addition, adjacent two-layer splice staggers mutually along circumferential direction, and the distance that staggers also is 1/2nd of a splice arc length.Certainly, constitute between the quantity of splice of every layer of reefs and the splice at interval and the distance that staggers is not limited to the foregoing description, but can change.Each splice 3 is connected to each other by first jockey at its top and second jockey of bottom, and undermost splice is connected with first jockey at base 1 top by second jockey of its bottom, and the splice of the superiors is connected with second jockey of top part 2 bottoms by first jockey at its top.For first and second jockeys, will be described in detail among second embodiment in the back.By this interval, staggered arrangement, can reduce the usage amount of splice, thereby reduce cost, can also guarantee the steadiness of fish shelter simultaneously.
The wall thickness of splice 3 can be thinner than base 1 and top part 2.For example, in this first embodiment, the wall thickness of splice 3 is 0.15m, and the external diameter of the reefs that forms after the assembly unit is 6m, and the height of every layer of splice is 1.1m.Certainly, the size of splice 3 is not limited to the foregoing description, and it can be greater or lesser.In addition, according to the shape of base 1 and top part 2, the shape of splice 3 also can be other shapes.For example, when base 1 and top part 2 were triangle, quadrangle or other polygons, 3 of splices did not correspondingly have radian yet, and are square or rectangular, perhaps are other suitable shapes.
At least a portion in the splice 3 portion within it has 1-2 than thin sunk area in neighboring area or the hollow out zone 31 that penetrates.Fig. 3 shows the perspective schematic view that has the splice 3 in two hollow out zones 31 according to of the present utility model.As shown in the figure, preferably, cutting sth. askew in the bight in described sunk area or hollow out zone 31, forms chamfering.The quantity in sunk area or hollow out zone and shape also are not limited to the foregoing description in the splice, but can change.
According to first embodiment, the specification of formed four layers of artificial fish shelter 10 is: external diameter 6.15m, height 4.95m, 22.12 tons of weight, fish shelter entity part volume 9m
3, the fish shelter possessive volume is 141 empty m
3
Below with reference to Fig. 4-Fig. 6 B second embodiment of the present utility model is described.Fig. 4 shows the perspective view according to six layers of REINFORCED CONCRETE ARTIFICIAL fish shelter 20 of second embodiment, has wherein pointed out the position at the first and second jockey places in the splice 3.
The reefs of the artificial fish shelter 20 of the utility model second embodiment comprises 6 layers of splice, and is provided with shade structure 6 in fish shelter inside, and other aspects and first embodiment are basic identical, do not repeat them here.About shade structure 6, will describe in detail among the 3rd embodiment in the back.
Pointed as arrow among Fig. 4, in each splice 3, be provided with jockey at the two ends and the centre position S place of its top and bottom at least.In this application, the jockey at splice top is called first jockey, the jockey of splice bottom is called second jockey.In addition, also be provided with first jockey at the top of base, and be provided with second jockey, so that be connected with the splice of adjacent layer in the bottom of top part.Be connected by described first and second jockeys between the each several part of artificial fish shelter.Preferably, first jockey at the top of the top of base 1 and splice 3 is a spill jockey 5, second jockey in the bottom of the bottom of top part 2 and splice 3 is a convex jockey 4, described convex jockey 4 can insert in the described spill jockey 5, thereby connects with inserting mode between the each several part of artificial fish shelter.Otherwise, first jockey at the top of base 1 and splice 3 is formed convex jockey 5, for holding the spill jockey 4 of described convex jockey 5, also be feasible with second jockey of the bottom of top part 2 and splice 3.
Partial schematic diagram when Fig. 5 adopts plug-type connector arrangement to connect splice for the utility model.Fig. 6 A-6B shows the detailed construction figure of an example of this plug-type connector arrangement, and wherein Fig. 6 A connects state before, and Fig. 6 B connects state afterwards.As shown in Figure 6A, convex jockey 4 is made of pin anchor bar 41 and pin 42, wherein sell 42 and be fixed to pin anchor bar 41 at afterbody, and the pin anchor bar 41 that is fixed with the afterbody of pin 42 is embedded in the precast concrete, for example at top part 2 and be used to form in the base section of splice 3 of reefs, the head of pin 42 protrudes into outside the prefabricated component.Spill jockey 5 is made of chuck 51, stiffener 52, chuck anchor bar 53, spring washer 54 and gland 55.Wherein, chuck 51 is fixed to stiffener 52 by spring washer 54, stiffener 52 is connected to chuck anchor bar 53, chuck 51 has sunk part, in the sunk part of chuck 51, be filled with waterproofing agent 56, gland 55 inserts in the sunk part of chucks 51, and has the opening of the pin 42 that is suitable for admitting convex jockey 4.This spill jockey 5 is embedded in the precast concrete, for example at base 1 and be used to form in the top section of splice 3 of reefs, the upper surface of gland 55 exposes from prefabricated component, thereby the pin 42 in the convex jockey 4 can insert in the spill jockey 5 by the opening in the gland 55.
Adopt above-mentioned connected mode, assembling is more prone to rapid, and can absorbs certain impulsive force, thereby improve the steadiness of fish shelter.
Below with reference to Fig. 7-Fig. 8 C the 3rd embodiment of the present utility model is described.Fig. 7 shows the perspective view according to seven layers of REINFORCED CONCRETE ARTIFICIAL fish shelter 30 of the 3rd embodiment, and it has shade structure 6.The structure of the artificial fish shelter of the 3rd embodiment and first and second embodiment are basic identical, and difference is that its reefs is 7 layers, and the base size is slightly had any different, and difference to some extent among the shade structure 6 and second embodiment.Only the difference of this embodiment is described below.
The section and the expanded view of the fish shelter 30 of the 3rd embodiment for clarity sake, have been shown in Fig. 8 A-8C.Wherein Fig. 8 A is the elevation cross-sectional view of this fish shelter 30, and Fig. 8 B is the top plan view of this fish shelter 30 along B-B line among Fig. 8 A and C-C line, and Fig. 8 C is the expanded view of this fish shelter 30 along D-D direction among Fig. 8 B.In Fig. 8 B, also show the detailed view of shade structure 6.Shown in Fig. 8 A-8C, base 1 wall thickness of this fish shelter 30 is 0.6m, greater than the base wall thickness of fish shelter among first and second embodiment.The base external diameter of fish shelter is 6.45m among this embodiment, and the base internal diameter is 5.25m.Under the more situation of the fish shelter number of plies, the wall thickness that increases base can reduce the center of gravity of fish shelter, helps increasing fish shelter at marine steadiness, its antiskid is moved and the ability of rolling increases.
In the fish shelter of this embodiment, in the multilayer reefs, be provided with the shade structure 6 that is used for shield lights.The quantity of shade structure 6 can only be provided with the shade structure without limits in one deck reefs, also can in optional multilayer reefs the shade structure be set.In addition, shade structure 6 also can be arranged in the top part, perhaps shown in second embodiment among Fig. 4, is provided with the shade structure in top part and one or more layers reefs.Shade structure 6 can be made of with a plurality of sheet metals that are connected with this crossbeam metal beam 61.By embedding metalwork 7 in the splice of top part and formation reefs, and make the interior week exposure of metalwork 7, the two ends of metal beam 61 in the shade structure 6 can be welded to metalwork 7 in the interior week exposure of fish shelter at fish shelter.
The shade structure is set in fish shelter is and consider that many fish like shade, more fish can be attracted near the fish shelter like this.
According to the 3rd embodiment, the specification of formed seven layers of artificial fish shelter 30 is: external diameter 6.45m, height 8.25m, 36.4 tons of weight, fish shelter entity part volume 14m
3, the fish shelter possessive volume is 235 empty m
3
Below, with reference to Fig. 9 the 4th embodiment of the present utility model is described.In the fish shelter of the 4th embodiment shown in Figure 9 40, in the metal frame structure 9 that is externally connected to expansion of armored concrete fish shelter.Armored concrete fish shelter among this embodiment is similar to first to the 3rd embodiment of front, does not repeat them here.
Shown in Fig. 3 and Fig. 7, the metalwork 7 that is embedded in top part and the splice also can come out in the peripheral exposure of fish shelter, is used for externally weld metal frame, to expand the volume of this fish shelter.In addition, in order to weld the external metallization frame, the metalwork of embedding can also be set in base and make it in peripheral exposure.Described metal frame is preferably steel.Go out as shown in Figure 9, described metal frame is preferably shunk from top to bottom step by step, and is stepped.And preferably, the height of described metal frame is greater than the height of the armored concrete fish shelter of inside.
By in the external metal frame of fish shelter outer setting, can further expand the volume of fish shelter, thereby further increase catches.
According to artificial fish shelter of the present utility model, owing to be not one-body molded, but adopt prefabricated component assembled, therefore can be according to the depth of water situation of different waters, flexible modulation reefs height and volume.The reefs number of plies of the present utility model can be come assembling arbitrarily without limits as required.Usually, reefs can comprise 2-10 layer splice.Preferably, reefs comprises 3-7 layer splice.For example, for the marine site of depth of water 35-45m, can use 3 layers fish shelter; For the marine site of depth of water 45-55m, can use 4 layers fish shelter; For the marine site of depth of water 55-65m, can use 5 layers fish shelter; For the marine site of depth of water 65-75m, can use 6 layers fish shelter; For the marine site more than the depth of water 75m, can use the fish shelter more than 7 layers.In addition, can also be in the outside external metal frame of fish shelter.
Artificial fish shelter of the present utility model, its simple and convenient assembly, transportation and input are convenient, and can carry out flexible modulation, to adapt to different marine site situations, therefore have great industrial applicability.
Claims (25)
1. an artificial fish shelter is characterized in that, is spliced by reinforced concrete precast member, comprising:
Reefs is spliced by a plurality of splices, and each splice has first jockey at the top, has second jockey in the bottom, and by described first jockey and second jockey, described a plurality of splices successively are spliced to form described reefs;
Base is used to support described reefs, and the top of described base has first jockey, is used for being connected with second jockey of the orlop splice of described reefs bottom;
Top part covers on the splice of the superiors in the described reefs, and the bottom of described top part has second jockey, is used for being connected with first jockey at the superiors splice top of described reefs.
2. artificial fish shelter as claimed in claim 1 is characterized in that, is connected with inserting mode with second jockey by described first jockey between the each several part of described artificial fish shelter.
3. artificial fish shelter as claimed in claim 2 is characterized in that, described first jockey is the spill jockey, and described second jockey is for inserting the convex jockey in the described spill jockey.
4. artificial fish shelter as claimed in claim 2 is characterized in that, described first jockey is the convex jockey, and described second jockey is for holding the spill jockey of described convex jockey.
5. as each described artificial fish shelter among the claim 1-4, it is characterized in that, in each described splice, at least be provided with described first jockey at the two ends and the place, centre position at its top, and be provided with described second jockey at the two ends and the place, centre position of its bottom at least.
6. as each described artificial fish shelter among the claim 1-4, it is characterized in that described base and top part are annular or polygonal shape, described splice is arc or the rectangular shape that is complementary with described base and top part.
7. as each described artificial fish shelter among the claim 1-4, it is characterized in that described reefs comprises 3-7 layer splice.
8. as each described artificial fish shelter among the claim 1-4, it is characterized in that at least a portion in described splice portion within it has 1-2 than thin sunk area in neighboring area or the hollow out zone that penetrates.
9. artificial fish shelter as claimed in claim 8 is characterized in that, cuts sth. askew in the bight in described sunk area or hollow out zone, forms chamfering.
10. as each described artificial fish shelter among the claim 1-4, it is characterized in that at least a portion in the splice in each layer is spaced from each other along circumferential direction.
11. artificial fish shelter as claimed in claim 10 is characterized in that, the distance between the isolated splice is 1/2nd of splice length or an arc length.
12., it is characterized in that adjacent two-layer splice staggers mutually along circumferential direction as each described artificial fish shelter among the claim 1-4.
13. artificial fish shelter as claimed in claim 12 is characterized in that, the distance that staggers mutually between the connector is 1/2nd of splice length or an arc length.
14. artificial fish shelter as claimed in claim 10 is characterized in that, adjacent two-layer splice staggers mutually along circumferential direction.
15. artificial fish shelter as claimed in claim 14, it is characterized in that, distance between the isolated splice is 1/2nd of splice length or an arc length, and the distance that staggers mutually between the connector is 1/2nd of splice length or an arc length.
16. as each described artificial fish shelter among the claim 1-4, it is characterized in that, the metalwork that has a plurality of embeddings in one or more layers splice in described top part and described reefs, described metalwork exposes described artificial fish shelter in interior week, is used for welding the shade structure that is used for shield lights.
17. artificial fish shelter as claimed in claim 16 is characterized in that, has described shade structure in one or more layers of described top part and/or described reefs.
18. artificial fish shelter as claimed in claim 17 is characterized in that, described shade structure is made of with a plurality of sheet metals that are connected with this crossbeam metal beam, and the two ends of described crossbeam are welded to the metalwork that exposes in interior week at described artificial fish shelter.
19. artificial fish shelter as claimed in claim 18 is characterized in that, described a plurality of sheet metals comprise the square metal sheet of the middle part that is positioned at described crossbeam and are positioned at this square metal sheet trapezoidal sheet metal on every side.
20. artificial fish shelter as claimed in claim 19 is characterized in that, described shade structure comprises the crossbeam of two square crossings, is provided with trapezoidal sheet metal in the both sides of described square metal sheet on each root crossbeam.
21. artificial fish shelter as claimed in claim 19 is characterized in that, described metal beam and described sheet metal are steel.
22. artificial fish shelter as claimed in claim 16 is characterized in that, described a plurality of metalworks also come out in the periphery of described artificial fish shelter, are used for externally weld metal frame, to expand the volume of this artificial fish shelter.
23. artificial fish shelter as claimed in claim 22 is characterized in that, described metal frame is a steel.
24. artificial fish shelter as claimed in claim 23 is characterized in that, described metal frame is stepped from top to bottom.
25. artificial fish shelter as claimed in claim 24 is characterized in that, the height of described metal frame is greater than the height of the armored concrete fish shelter of inside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201773251U CN201509499U (en) | 2009-09-08 | 2009-09-08 | Artificial reef |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201773251U CN201509499U (en) | 2009-09-08 | 2009-09-08 | Artificial reef |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201509499U true CN201509499U (en) | 2010-06-23 |
Family
ID=42480890
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201773251U Expired - Fee Related CN201509499U (en) | 2009-09-08 | 2009-09-08 | Artificial reef |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201509499U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103168726A (en) * | 2013-01-31 | 2013-06-26 | 株洲博尔曼科技发展有限公司 | Integrated-assembly type artificial submerged rock and construction method thereof |
| CN103283653A (en) * | 2013-06-03 | 2013-09-11 | 浙江海洋学院 | Self-sinking fish reef |
| CN105918187A (en) * | 2016-07-14 | 2016-09-07 | 中国海洋大学 | Step type egg laying infant caring algal reef |
-
2009
- 2009-09-08 CN CN2009201773251U patent/CN201509499U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103168726A (en) * | 2013-01-31 | 2013-06-26 | 株洲博尔曼科技发展有限公司 | Integrated-assembly type artificial submerged rock and construction method thereof |
| CN103168726B (en) * | 2013-01-31 | 2014-12-10 | 株洲博尔曼科技发展有限公司 | Integrated-assembly type artificial submerged rock and construction method thereof |
| CN103283653A (en) * | 2013-06-03 | 2013-09-11 | 浙江海洋学院 | Self-sinking fish reef |
| CN103283653B (en) * | 2013-06-03 | 2015-02-04 | 浙江海洋学院 | Self-sinking fish reef |
| CN105918187A (en) * | 2016-07-14 | 2016-09-07 | 中国海洋大学 | Step type egg laying infant caring algal reef |
| CN105918187B (en) * | 2016-07-14 | 2018-11-09 | 中国海洋大学 | Stepped algal reef of raising an infant of laying eggs |
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