CN103195041A - Anti-sedimentation pile for ocean wave power generation platform - Google Patents
Anti-sedimentation pile for ocean wave power generation platform Download PDFInfo
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- CN103195041A CN103195041A CN2013101464598A CN201310146459A CN103195041A CN 103195041 A CN103195041 A CN 103195041A CN 2013101464598 A CN2013101464598 A CN 2013101464598A CN 201310146459 A CN201310146459 A CN 201310146459A CN 103195041 A CN103195041 A CN 103195041A
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- settling
- set square
- stake
- sedimentation
- buckle
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Abstract
The invention discloses an anti-sedimentation pile for an ocean wave power generation platform. The anti-sedimentation pile comprises a pile tube, a guide rod, clamping buckles, an anti-sedimentation disc, ropes, rope-threading blocks, a prism, guide wings, triangular plates, a through hole and strong magnets. The anti-sedimentation pile is characterized in that the through hole is formed in the sidewall of the pile tube and the guide rod is installed on the sidewall of the pile tube, the prism is installed below the pile tube, a plurality of the triangular plates are installed below the prism, the strong magnets are installed in the triangular plates, and the guide wings are installed outside the triangular plates; and the anti-sedimentation disc is sleeved on the pile tube, the clamping buckles are symmetrically installed on the anti-sedimentation disc via connection shafts, and the clamping buckles are connected with the ropes via the rope-threading blocks. Compared with the prior art, the invention provides the anti-sedimentation pile which is provided with double anti-sedimentation structures, convenient to unplug and plug, safe and reliable, and wide in market prospect.
Description
Technical field
The present invention relates to a kind of electricity generation by sea waves platform anti-settling stake, belong to field of ocean engineering.
Background technology
In the marine resources development process, the use of mobile ocean wave-activated power generation platform more and more widely, some are provided with the ocean power generation platform of shoe in order to prevent sedimentation, when needs move platform, because the mud on shoe top, make that shoe all is difficult to pull out, existing a kind of method is to utilize High-Pressure Water outwards to spray in the shoe to dash, but spray towards effect bad sometimes, and anti-heavy efficient is not obvious, and it is a problem that continues to solve that a kind of anti-settling stake reliable and the energy quick-speed plug is provided at present.
Summary of the invention
The purpose of this invention is to provide a kind of electricity generation by sea waves platform anti-settling stake.
The problem to be solved in the present invention is the anti-settling stake plug of tradition band shoe and the deficiency of anti-heavy weak effect.
Electricity generation by sea waves platform anti-settling stake, comprise a pipe, guide peg, buckle, anti-settling dish, rope, wire rope handling piece, prism, guide vane, set square, through hole and strong magnet, it is characterized in that: have through hole and guide peg is installed on the described stake pipe sidewall, stake pipe below is equipped with prism, prismatic below is equipped with the multi-disc set square, set square inside is equipped with strong magnet, and set square is equipped with guide vane outward; The anti-settling dish is enclosed within on the pipe, is symmetrically installed with buckle by connecting axle on the sedimentation dish, and buckle is connected with rope by the wire rope handling piece.
Fit mutually between the described set square and constitute cone-shaped.
The rectangular triangle of described guide vane plays the effect of a location under the situation that set square opens, make set square keep level, has reached maximum anti-heavy area.
Described snapping into " L " type by the amalgamation of wire rope handling piece, makes the pulling rope can make the buckle of symmetry realize symmetric motion, conveniently cooperates fast with through hole.
Described prism is heptahedron, and prismatic below is equipped with seven set squares, and every set square is 20 degree with the angle of center line, has reached sedimentation and the anti-settling effect of the best.
Described buckle is magnetic steel material.
Advantage of the present invention: compared with prior art, the present invention is a kind of sedimentation stake, have dual anti-heavy mechanism, and plug is convenient, safe and reliable, should have market prospects widely.
Description of drawings
Fig. 1 is the top perspective view of invention electricity generation by sea waves platform anti-settling stake;
Fig. 2 is the lateral view of invention electricity generation by sea waves platform anti-settling stake;
Fig. 3 is the cut-away view of invention electricity generation by sea waves platform anti-settling stake;
Fig. 4 is the open schematic diagram of set square;
Among the figure: 1, stake pipe 2, guide peg 3, buckle 4, anti-settling dish 5, rope 6, wire rope handling piece 7, prism 8, guide vane 9, set square 10, through hole 11, strong magnet.
The specific embodiment
Below in conjunction with drawings and Examples invention is further described.
Electricity generation by sea waves platform anti-settling stake, comprise stake pipe 1, guide peg 2, buckle 3, anti-settling dish 4, rope 5, wire rope handling piece 6, prism 7, guide vane 8, set square 9, through hole 10 and strong magnet 11, it is characterized in that: have through hole 10 and guide peg 2 is installed on described stake pipe 1 sidewall, stake pipe 1 below is equipped with prismatic 7, prismatic 7 belows are equipped with multi-disc set square 9, and prismatic 7 effects of mainly playing a transition make its convenient set square 9 of installing; Set square 9 inside are equipped with strong magnet 11, by strong magnet 11 set square 9 are pulled together, convenient like this piling; The set square 9 outer guide vanes 8 that are equipped with; Anti-settling dish 4 is enclosed within on the stake pipe 1, is symmetrically installed with buckle 3 by connecting axle on the sedimentation dish 4, and buckle 3 is connected with rope 5 by wire rope handling piece 6.
Fitting mutually between the described set square 9 constitutes cone-shaped, can sink fast during convenient piling.
Described guide vane 8 rectangular triangles play the effect of a vertically-guided in piling, play the effect of a location under the situation that set square 9 opens, and make set square 9 keep level, have reached maximum anti-heavy area.
3 one-tenth " L " types of described buckle by the amalgamation of wire rope handling piece 6, make pulling rope 5 can make the buckle 3 of symmetry realize symmetric motions, conveniently cooperate fast with through hole 10, under sub sea conditions use simple and reliable, fault rate is low.
Described prismatic 7 is heptahedron, and prismatic 7 belows are equipped with seven set squares 9, and every set square 9 is 20 degree with the angle of center line, and such angle settling rate when actual driving test is fast, and it is best to open under the situation anti-settling effect at set square 9.
Described buckle 3 is magnetic steel material, can be flexible toward through hole 10 from kinetic energy, save complicated structure design.
Using method of the present invention and principle, in the time of piling, set square 9 is pulled together by strong magnet 11, stake is sunk fast, after stake puts in place, by steel wire strong magnet 11 is pulled away, set square 9 is opened, simultaneously sedimentation dish 4 is passed through guide peg 2 toward belows, after arriving the seabed, decontrol rope 5, buckle 3 is inserted in the through hole 10 automatically get final product, so just realized dual anti-settling effect, sinkage well can not take place in stake stability like this, when needs pulled up, following set square 9 can shrink automatically, is easy to just stake to be pulled up.
Claims (6)
1. electricity generation by sea waves platform anti-settling stake, comprise stake pipe (1), guide peg (2), buckle (3), anti-settling dish (4), rope (5), wire rope handling piece (6), prismatic (7), guide vane (8), set square (9), through hole (10) and strong magnet (11), it is characterized in that: have through hole (10) and guide peg (2) is installed on described stake pipe (1) sidewall, stake pipe (1) below is equipped with prism (7), prismatic (7) below is equipped with multi-disc set square (9), set square (9) inside is equipped with strong magnet (11), the outer guide vane (8) that is equipped with of set square (9); Anti-settling dish (4) is enclosed within on the stake pipe (1), and sedimentation dish (4) is gone up and is symmetrically installed with buckle (3) by connecting axle, and buckle (3) is connected with rope (5) by wire rope handling piece (6).
2. electricity generation by sea waves platform anti-settling stake according to claim 1 is characterized in that: fitting mutually between the described set square (9) constitutes cone-shaped.
3. electricity generation by sea waves platform anti-settling stake according to claim 1, it is characterized in that: described guide vane (8) is triangle at right angles, under the situation that set square (9) opens, play the effect of a location, make set square (9) keep level, reached maximum anti-heavy area.
4. electricity generation by sea waves platform anti-settling stake according to claim 1, it is characterized in that: described buckle (3) becomes " L " type, amalgamation by wire rope handling piece (6), make pulling rope (5) can make the buckle (3) of symmetry realize symmetric motion, conveniently cooperate fast with through hole (10).
5. electricity generation by sea waves platform anti-settling stake according to claim 1, it is characterized in that: described prism (7) is heptahedron, prismatic (7) below is equipped with seven set squares (9), every set square (9) is 20 degree with the angle of center line, has reached best sedimentation and anti-settling effect.
6. electricity generation by sea waves platform anti-settling stake according to claim 1, it is characterized in that: described buckle (3) is magnetic steel material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310146459.8A CN103195041B (en) | 2013-04-25 | 2013-04-25 | Anti-sedimentation pile for ocean wave power generation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310146459.8A CN103195041B (en) | 2013-04-25 | 2013-04-25 | Anti-sedimentation pile for ocean wave power generation platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103195041A true CN103195041A (en) | 2013-07-10 |
| CN103195041B CN103195041B (en) | 2015-04-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310146459.8A Expired - Fee Related CN103195041B (en) | 2013-04-25 | 2013-04-25 | Anti-sedimentation pile for ocean wave power generation platform |
Country Status (1)
| Country | Link |
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| CN (1) | CN103195041B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726441A (en) * | 2013-12-20 | 2014-04-16 | 吴江市俊成精密机械有限公司 | Anti-settling column pier |
| CN104975591A (en) * | 2015-05-22 | 2015-10-14 | 南通中远船务工程有限公司 | Pile shoe of octagonal pile leg |
| CN107202056A (en) * | 2017-06-24 | 2017-09-26 | 海盐三鑫机械有限公司 | A kind of expansion bolt |
| CN108945327A (en) * | 2018-07-25 | 2018-12-07 | 惠生（南通）重工有限公司 | The suction pile of buoyant tower platform |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1193674A (en) * | 1997-03-18 | 1998-09-23 | 胜利石油管理局钻井工艺研究院 | Dual cylinder continuously ascending/descending pile legs with telescopic shoes |
| CN2863894Y (en) * | 2006-02-23 | 2007-01-31 | 杨安平 | Valve type pile shoe |
| CN201043271Y (en) * | 2007-04-23 | 2008-04-02 | 中国海洋石油总公司 | Sink preventing and leveling device for installation of offshore platform pile pipe frame |
| CN101982615A (en) * | 2010-11-08 | 2011-03-02 | 浙江海洋学院 | Stepped anti-subsidence leg of ocean platform |
| EP2511425A1 (en) * | 2009-12-11 | 2012-10-17 | Grupo De Ingenieria Oceanica, S.L. | Multi-purpose ocean platform, and production and installation method thereof |
| CN102776883A (en) * | 2011-12-29 | 2012-11-14 | 中国石油大学(北京) | Self-elevating type platform buoyant pile shoe with function of reducing resistance in pile pulling |
-
2013
- 2013-04-25 CN CN201310146459.8A patent/CN103195041B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1193674A (en) * | 1997-03-18 | 1998-09-23 | 胜利石油管理局钻井工艺研究院 | Dual cylinder continuously ascending/descending pile legs with telescopic shoes |
| CN2863894Y (en) * | 2006-02-23 | 2007-01-31 | 杨安平 | Valve type pile shoe |
| CN201043271Y (en) * | 2007-04-23 | 2008-04-02 | 中国海洋石油总公司 | Sink preventing and leveling device for installation of offshore platform pile pipe frame |
| EP2511425A1 (en) * | 2009-12-11 | 2012-10-17 | Grupo De Ingenieria Oceanica, S.L. | Multi-purpose ocean platform, and production and installation method thereof |
| CN101982615A (en) * | 2010-11-08 | 2011-03-02 | 浙江海洋学院 | Stepped anti-subsidence leg of ocean platform |
| CN102776883A (en) * | 2011-12-29 | 2012-11-14 | 中国石油大学(北京) | Self-elevating type platform buoyant pile shoe with function of reducing resistance in pile pulling |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726441A (en) * | 2013-12-20 | 2014-04-16 | 吴江市俊成精密机械有限公司 | Anti-settling column pier |
| CN104975591A (en) * | 2015-05-22 | 2015-10-14 | 南通中远船务工程有限公司 | Pile shoe of octagonal pile leg |
| CN107202056A (en) * | 2017-06-24 | 2017-09-26 | 海盐三鑫机械有限公司 | A kind of expansion bolt |
| CN108945327A (en) * | 2018-07-25 | 2018-12-07 | 惠生（南通）重工有限公司 | The suction pile of buoyant tower platform |
| CN108945327B (en) * | 2018-07-25 | 2024-03-22 | 惠生清洁能源科技集团股份有限公司 | Suction pile of buoyancy tower platform |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103195041B (en) | 2015-04-15 |
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Granted publication date: 20150415 |