CN102518128A - Anti-traction anchor pile - Google Patents
Anti-traction anchor pile Download PDFInfo
- Publication number
- CN102518128A CN102518128A CN2011104170690A CN201110417069A CN102518128A CN 102518128 A CN102518128 A CN 102518128A CN 2011104170690 A CN2011104170690 A CN 2011104170690A CN 201110417069 A CN201110417069 A CN 201110417069A CN 102518128 A CN102518128 A CN 102518128A
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- China
- Prior art keywords
- anchoring pile
- anchor pile
- traction
- way rotation
- spaced
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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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- Piles And Underground Anchors (AREA)
Abstract
The invention discloses an anti-traction anchor pile, wherein the anti-traction anchor pile has a fusiform main body; one-way rotation teeth are spirally spaced on the side of the main body of the anchor pile; and the front ends of the one-way rotation teeth are of an acute angle structure, and the rear ends of the one-way rotation teeth are of an obtuse angle or a plane structure. The fusiform main body of the anchor pile is capable of reducing the resistance underwent when spinning and gradually piling, and the front ends of the spaced one-way rotation teeth are acute angle-shaped, so that cutting and rotation can be conducted smoothly, while the rear ends of the spaced one-way rotation teeth are of the obtuse angle or plane structure, when the anti-traction anchor pile is reversely rotating, the rear end surfaces are filled up with silt due to spaced arrangement and standing for a long time, so that a large resistance is formed to stop the reverse rotation. The anti-traction anchor pile disclosed by the invention has the advantages of novel structure, stable anchoring, and good resistances to wave and anchor dragging.
Description
Technical field
The present invention relates to a kind of anchoring device, relate in particular to anti-traction anchoring pile.
Background technology
Throwing in artificial fishing bank is to repair ruined marine ecosystems than one of effective measures, also is one of effective way of carrying out fishery resources propagation, thereby is having a very important role aspect the promotion Sustainable Utilization of Fisheries Resources.In order to overcome the exhausted crisis of fishery resources, aquafarm arises at the historic moment.Through building artificial fishing bank, the means such as aquatic product sprout of releasing can increase several times than before building with the stock number in marine site.At home, the good economic benefit and the development prospect of artificial fishing bank also manifest.Islands and reefs property fish are of a great variety for the fishing ground, Zhejiang; But nearly decades of process, extensive super-strength blindness was fished for; Pull repeatedly down in bottom operations such as otter-trawls, the marine eco-environment is suffered certain destruction, therefore and artificial marine habitat that is born and aquafarm turn much-talked-about topic into.Adopt of existing artificial marine habitat discarded works more, is generally disposable input, is unfavorable for the recovery statistics to the environmental resource status data, and economy return is also not obvious.Existing artificial marine habitat adopts passive type to adhere to nature marine site seed usually, thereby the aufwuch kind is complicated, though have restoration of the ecosystem effect preferably, its economic worth is not high, does not have output basically, is difficult to promote to broad masses.Mostly prior art is structure are dropped into water-bed, thereby stronger to benthon and fish multiplication effect, midwater fishes are acted on obvious inadequately, and the structure of similar floating breakwater, then impact resistance not is prone to be destroyed.And for the grappling of artificial marine habitat, the mode that adopts gravity to drown oneself does not usually have special anchoring system, and the device that the design of still needing is fit to adapts to current demand.
Summary of the invention
The objective of the invention is to prior art provide that a kind of novel structure, grappling are stable, anti-wave, the anti-anti-traction anchoring pile that drags of anchor.
The present invention solves the problems of the technologies described above the technical scheme that is adopted: anti-traction anchoring pile, and wherein: the anchoring pile body of anti-traction anchoring pile is a spindle; Anchoring pile body side is shaped on the unidirectional tooth that revolves that spiral way is intermittently arranged; The unidirectional front end that revolves tooth is an acuter angles, and the rear end is obtuse angle or plane structure.Fusiform this physical efficiency of anchoring pile reduces to rotate the resistance that receives when progressive; The unidirectional front end that revolves tooth of intermittently arranging is an acute angle; Thereby can cut rotation comparatively smoothly, obtuse angle, rear end or plane structure then be when reverse rotation since near the rear end surface because of intermittently arranging, leave standstill for a long time in addition and fill up silt; Thereby the formation large drag forces hinders reverse rotation.
The most advanced and sophisticated side of anchoring pile body is shaped on helicla flute.Helicla flute is in order in progressive process, to produce rotation; And in rotary course, destroy sea bed substrate structure, and form ravel area, be beneficial to unidirectional cutting rotation of revolving tooth; And being beneficial to leaving standstill down for a long time of later stage, loose soil property is deposited near the unidirectional rear end surface that revolves tooth.
The end of anchoring pile body is shaped on connecting ring.
Because the anti-traction of the present invention anchoring pile, the anchoring pile body that has adopted anti-traction anchoring pile is a spindle; Anchoring pile body side is shaped on the unidirectional tooth that revolves that spiral way is intermittently arranged; The unidirectional front end that revolves tooth is an acuter angles, and the rear end is obtuse angle or plane structure.Fusiform this physical efficiency of anchoring pile reduces to rotate the resistance that receives when progressive; The unidirectional front end that revolves tooth of intermittently arranging is an acute angle; Thereby can cut rotation comparatively smoothly, obtuse angle, rear end or plane structure then be when reverse rotation since near the rear end surface because of intermittently arranging, leave standstill for a long time in addition and fill up silt; Thereby the formation large drag forces hinders reverse rotation.The present invention has that novel structure, grappling are stable, anti-wave, the anti-advantage that drags of anchor.
Description of drawings
Fig. 1 is an embodiment of the invention perspective view.
The specific embodiment
Below in conjunction with attaching embodiment the present invention is described in further detail.
Drawing reference numeral explanation: anti-traction anchoring pile 1, anchoring pile body 11, unidirectional tooth 12, front end 12a, rear end 12b, helicla flute 13, connecting ring 14, the buoyancy reefs 2 of revolving.
Embodiment: with reference to Fig. 1, anti-traction anchoring pile, wherein: the anchoring pile body 11 of anti-traction anchoring pile 1 is a spindle; Anchoring pile body 11 sides are shaped on the unidirectional tooth 12 that revolves that spiral way is intermittently arranged; The unidirectional front end 12a that revolves tooth 12 is an acuter angles, and rear end 12b is obtuse angle or plane structure.Fusiform anchoring pile body 11 can reduce to rotate the resistance that receives when progressive; The unidirectional front end that revolves tooth 12 of intermittently arranging is an acute angle; Thereby can cut rotation comparatively smoothly, then to be when reverse rotation because rear end 12b near surface because of intermittently arranging, leaves standstill for a long time in addition fill up silt for 12b obtuse angle, rear end or plane structure; Thereby the formation large drag forces hinders reverse rotation.The preferred obtuse angle of present embodiment structure.When reverse rotation, the upper surface at obtuse angle can produce component downwards, stops reverse rotation.
The most advanced and sophisticated side of anchoring pile body 11 is shaped on helicla flute 13.Helicla flute 13 is in order in progressive process, to produce rotation; And in rotary course, destroy sea bed substrate structure, and form ravel area, be beneficial to unidirectional cutting rotation of revolving tooth 12; And being beneficial to leaving standstill down for a long time of later stage, loose soil property is deposited on the unidirectional rear end 12b near surface that revolves tooth 12.
The end of anchoring pile body 11 is shaped on connecting ring 14.Connecting ring 14 is owing to connect anchor line.
Although combined preferred embodiment the present invention has been described; Right its is not in order to limit the present invention; Any those skilled in the art; Under the situation that does not break away from the spirit and scope of the present invention, can implement the displacement and the modification of various changes, coordinate to the theme of listing here, so protection scope of the present invention is as the criterion when looking the scope thereof that is proposed.
Claims (3)
1. anti-traction anchoring pile is characterized in that: the anchoring pile body (11) of anti-traction anchoring pile (1) is spindle; Described anchoring pile body (11) side is shaped on the unidirectional tooth (12) that revolves that spiral way is intermittently arranged; The described unidirectional front end (12a) that revolves tooth (12) is acuter angles, and rear end (12b) is obtuse angle or plane structure.
2. anti-traction anchoring pile according to claim 1 is characterized in that: the most advanced and sophisticated side of described anchoring pile body (11) is shaped on helicla flute (13).
3. anti-traction anchoring pile according to claim 2 is characterized in that: the end of described anchoring pile body (11) is shaped on connecting ring (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110417069.0A CN102518128B (en) | 2011-12-14 | 2011-12-14 | Anti-traction anchor pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110417069.0A CN102518128B (en) | 2011-12-14 | 2011-12-14 | Anti-traction anchor pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102518128A true CN102518128A (en) | 2012-06-27 |
| CN102518128B CN102518128B (en) | 2014-12-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110417069.0A Active CN102518128B (en) | 2011-12-14 | 2011-12-14 | Anti-traction anchor pile |
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| Country | Link |
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| CN (1) | CN102518128B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102808410A (en) * | 2012-07-31 | 2012-12-05 | 杨红旵 | Concrete pipe pile |
| CN102817358A (en) * | 2012-07-31 | 2012-12-12 | 杨红旵 | Concrete pipe pile |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200986440Y (en) * | 2006-12-22 | 2007-12-05 | 任雁胜 | Device for detecting height of concrete filling pile |
| CN101495701A (en) * | 2005-03-02 | 2009-07-29 | S·内韦里 | Torque down pile substructure support system |
| JP2010011822A (en) * | 2008-07-07 | 2010-01-21 | Idea Consultants Inc | Coral artificial multiplying tool, and method for artificially multiplying coral |
| CN102204518A (en) * | 2011-06-10 | 2011-10-05 | 浙江海洋学院 | Self-sinking suction anchor |
| CN102228012A (en) * | 2011-06-10 | 2011-11-02 | 浙江海洋学院 | Floating fish shelter with controllable depth |
| CN202406812U (en) * | 2011-12-14 | 2012-09-05 | 浙江海洋学院 | Unidirectional fixing pile body |
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2011
- 2011-12-14 CN CN201110417069.0A patent/CN102518128B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101495701A (en) * | 2005-03-02 | 2009-07-29 | S·内韦里 | Torque down pile substructure support system |
| CN200986440Y (en) * | 2006-12-22 | 2007-12-05 | 任雁胜 | Device for detecting height of concrete filling pile |
| JP2010011822A (en) * | 2008-07-07 | 2010-01-21 | Idea Consultants Inc | Coral artificial multiplying tool, and method for artificially multiplying coral |
| CN102204518A (en) * | 2011-06-10 | 2011-10-05 | 浙江海洋学院 | Self-sinking suction anchor |
| CN102228012A (en) * | 2011-06-10 | 2011-11-02 | 浙江海洋学院 | Floating fish shelter with controllable depth |
| CN202406812U (en) * | 2011-12-14 | 2012-09-05 | 浙江海洋学院 | Unidirectional fixing pile body |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102808410A (en) * | 2012-07-31 | 2012-12-05 | 杨红旵 | Concrete pipe pile |
| CN102817358A (en) * | 2012-07-31 | 2012-12-12 | 杨红旵 | Concrete pipe pile |
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| Publication number | Publication date |
|---|---|
| CN102518128B (en) | 2014-12-03 |
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