CN201891105U - Movable wave dragging and flow stopping facility - Google Patents
Movable wave dragging and flow stopping facility Download PDFInfo
- Publication number
- CN201891105U CN201891105U CN2010205665954U CN201020566595U CN201891105U CN 201891105 U CN201891105 U CN 201891105U CN 2010205665954 U CN2010205665954 U CN 2010205665954U CN 201020566595 U CN201020566595 U CN 201020566595U CN 201891105 U CN201891105 U CN 201891105U
- Authority
- CN
- China
- Prior art keywords
- net
- main buoyancy
- flow stopping
- dragging
- choked flow
- Prior art date
- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Abstract
A movable wave dragging and flow stopping facility comprises main buoyancy pipes, a wave crushing net, a flow stopping net, a double-ring pipe sleeve and a counter weight. The movable wave dragging and flow stopping facility is characterized in that the main buoyancy pipes are connected side by side via the double-ring pipe sleeve, the wave crushing net is fixedly arranged above the main buoyancy pipes, the flow stopping net is fixed below the main buoyancy pipes, and the counter weight is hang at the bottom of the flow stopping net. The movable wave dragging and flow stopping facility can crush waves, stops water flow, and effectively reduces energy of the waves and effect of the water flows. The movable wave dragging and flow stopping facility is low in manufacturing cost, simple in structure, convenient in assembly and use and wide in service range.
Description
Technical field
The utility model relates to a kind of wave absorption choked flow facility manufacturing technology, particularly is fit to a kind of portable wave absorption choked flow facility that use in the comparatively abominable sea area of sea situation.
Background technology
Culture the exploitation at enlarging day by day of scale and harbour on the one hand along with present coastal waters, make the coastal waters culturing area reduce gradually, how to expand and culture the space, correct guidance fisherman's breeding production becomes the important process planning of each maritime provinces governments at all levels; On the other hand along with the raising of people's living standard, playing to the seashore becomes an important arrangement of people's vacation tourism, and how enlarging the offshore recreational zone also is the problem that the operator is concerned about; How the last special industry of doing industry at sea for constructing just can make engineering not influenced by stormy waves, makes constructor's safety obtain the key that more favourable guarantee also is a safe construction.
The utility model content
The purpose of this utility model is to design a kind of portable wave absorption choked flow facility, is arranged in the anxious place of the high stream of wave, reaches wave is carried out fragmentation, to the effect that ocean current intercepts, has cheap, simple in structure, flexibly mobile, easy to use.
The utility model is realized with following technical scheme: this portable wave absorption choked flow facility comprises main buoyancy tube, breaker net, choked flow net, dicyclo pipe box, heavy power thing, it is characterized in that: main buoyancy tube is connected side by side by the dicyclo pipe box, the breaker net is fixedly installed on main buoyancy tube top, the choked flow net is fixed on main buoyancy tube below, and heavy power thing hangs from above in the choked flow sieve bottom.
Use principle process of the present utility model is as follows: when playing wave on the sea, by net sheet and column wave is carried out fragmentation to cut down its energy, under water by choked flow net and main buoyancy tube along with the motion of current, current are stopped, with the effect of the weakening current that reach.
The utility model is cheap, simple in structure, assemble easy to use, the safety that not only can be the aquaculture facility provides effective protection, and can also be applied to the protection of facilities such as coastline, strand tourism (comprising the bathing beach), aquatic sports, leisure tourist fishery, offshore drilling platform, also can provide provisional protection, but prolong the activity duration for the marine engineering job site, reduction of erection time, increase the benefit.
Description of drawings
Fig. 1 is the utility model schematic perspective view.
The specific embodiment
Above accompanying drawing is a kind of embodiment of the present utility model.
A kind of portable wave absorption choked flow facility described in the utility model, as depicted in figs. 1 and 2, comprise main buoyancy tube 1, breaker net 2, choked flow net 3, dicyclo pipe box 4, heavy power thing 5, main buoyancy tube 1 is connected side by side by dicyclo pipe box 4, fixing with positive threeway 6 and limited block 7, column 8 is fixed on the dicyclo pipe box 4, and 8 on column connects with the net sheet, choked flow net 3 is fixed on main buoyancy tube 1 below with V-shape, and heavy power thing 5 hangs from above in choked flow net 3 bottoms.
Main buoyancy tube described in the utility model is to be the cylindrical pipe that raw material is manufactured with the high-density polyethylene, and two or three walk abreast.The utility model is fixed with mooring system, can move to the zone that needs protection as required.
Claims (3)
1. portable wave absorption choked flow facility, it comprises main buoyancy tube (1), breaker net (2), choked flow net (3), dicyclo pipe box (4), heavy power thing (5), it is characterized in that: main buoyancy tube (1) is connected side by side by dicyclo pipe box (4), breaker net (2) is fixedly installed on main buoyancy tube (1) top, choked flow net (3) is fixed on main buoyancy tube (1) below, and heavy power thing (5) hangs from above in choked flow net (3) bottom.
2. portable wave absorption choked flow facility according to claim 1 is characterized in that described main buoyancy tube is is the cylindrical pipe that raw material is manufactured with the high-density polyethylene.
3. portable wave absorption choked flow facility according to claim 1, it is characterized in that described main buoyancy tube can two or three parallel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010205665954U CN201891105U (en) | 2010-10-12 | 2010-10-12 | Movable wave dragging and flow stopping facility |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010205665954U CN201891105U (en) | 2010-10-12 | 2010-10-12 | Movable wave dragging and flow stopping facility |
Publications (1)
Publication Number | Publication Date |
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CN201891105U true CN201891105U (en) | 2011-07-06 |
Family
ID=44220583
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010205665954U Expired - Fee Related CN201891105U (en) | 2010-10-12 | 2010-10-12 | Movable wave dragging and flow stopping facility |
Country Status (1)
Country | Link |
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CN (1) | CN201891105U (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103485309A (en) * | 2013-09-29 | 2014-01-01 | 江苏科技大学 | Floating breakwater in mesh cage structure |
CN106192878A (en) * | 2012-07-27 | 2016-12-07 | 泉州龙闰海洋科技有限责任公司 | The floating wave-absorbing bank of energy dissipation type easy accessibility |
CN106368166A (en) * | 2016-10-26 | 2017-02-01 | 大连海洋大学 | Semi-submersible wave dissipation device and wave dissipation method |
CN108130887A (en) * | 2018-03-15 | 2018-06-08 | 周俊麟 | A kind of floating wave-absorbing bank |
CN111616082A (en) * | 2020-05-19 | 2020-09-04 | 中国水产科学研究院渔业机械仪器研究所 | Flow choking device for deep sea fishing ground culture |
CN111809564A (en) * | 2020-06-08 | 2020-10-23 | 水利部交通运输部国家能源局南京水利科学研究院 | Nest collapse emergency treatment method |
-
2010
- 2010-10-12 CN CN2010205665954U patent/CN201891105U/en not_active Expired - Fee Related
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106192878A (en) * | 2012-07-27 | 2016-12-07 | 泉州龙闰海洋科技有限责任公司 | The floating wave-absorbing bank of energy dissipation type easy accessibility |
CN106192878B (en) * | 2012-07-27 | 2018-02-06 | 泉州龙闰海洋科技有限责任公司 | The floating wave-absorbing bank of energy dissipation type convenient disassembly |
CN103485309A (en) * | 2013-09-29 | 2014-01-01 | 江苏科技大学 | Floating breakwater in mesh cage structure |
CN103485309B (en) * | 2013-09-29 | 2015-10-07 | 江苏科技大学 | A kind of floating breakwater of wire mesh cage structures |
CN106368166A (en) * | 2016-10-26 | 2017-02-01 | 大连海洋大学 | Semi-submersible wave dissipation device and wave dissipation method |
CN106368166B (en) * | 2016-10-26 | 2019-06-11 | 大连海洋大学 | A kind of semi-submersible type wave attenuating device and the method for wave that disappears |
CN108130887A (en) * | 2018-03-15 | 2018-06-08 | 周俊麟 | A kind of floating wave-absorbing bank |
CN111616082A (en) * | 2020-05-19 | 2020-09-04 | 中国水产科学研究院渔业机械仪器研究所 | Flow choking device for deep sea fishing ground culture |
CN111809564A (en) * | 2020-06-08 | 2020-10-23 | 水利部交通运输部国家能源局南京水利科学研究院 | Nest collapse emergency treatment method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110706 Termination date: 20111012 |