CN209384186U - A kind of floating wave subduer - Google Patents
A kind of floating wave subduer Download PDFInfo
- Publication number
- CN209384186U CN209384186U CN201822196800.1U CN201822196800U CN209384186U CN 209384186 U CN209384186 U CN 209384186U CN 201822196800 U CN201822196800 U CN 201822196800U CN 209384186 U CN209384186 U CN 209384186U
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- truss
- floating wave
- floating
- breadth
- length
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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
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Abstract
The utility model discloses a kind of floating wave subduers, including floating wave resistance module, truss, gravity anchor and anchor chain in length and breadth, several floating wave resistance modules are evenly arranged on truss in length and breadth, truss bottom is provided with anchor chain in length and breadth, anchor chain is connect with gravity anchor, gravity anchor is for stablizing truss in length and breadth, and floating wave resistance module is arranged at the bottom, filler is provided in floating wave resistance module, for ballast, truss includes that lateral floating drum and vertical tubular truss, adjacent vertical tubular truss are fixedly connected by several groups transverse direction floating drum in length and breadth.By floating wave resistance module and in length and breadth, truss connects the utility model, floating wave resistance module is arranged using small-waterplane-area ship type, plays effective consumption Wave energy, to achieve the purpose that slicing, build a relatively stable water environment, the utility model structure is simple, at low cost.
Description
Technical field
The utility model relates to operation at sea technical fields, in particular to a kind of floating wave subduer.
Background technique
Ocean research field at present, the wherein harbor approach work of offshore very more for the research and demand of wave trap
Cheng Zhong, common anti-unrestrained breakwater, is generally built using block stone or concret block, but its using the depth of water than it is shallower,
Base is weaker, and local sea area is needed to have a large amount of inexpensive building stones, while washing away because of seawater, needs often to repair, on the inside of dike
Harbour cannot be also served as；When the depth of water is deeper, existing breakwater way has transmission breakwater, using transmission upright supports, is cut
Wave, but easily damaged, the effect is relatively poor for wave resistance, the floating breakwater of the prior art, because of the heaviness of wave subduer, mooring system
Complexity operates very not convenient.
Drawbacks described above is worth improving.
Summary of the invention
In order to overcome the shortcomings of existing technology, the utility model provides a kind of floating wave subduer.
Technical solutions of the utility model are as described below:
A kind of floating wave subduer, including floating wave resistance module, which is characterized in that further include in length and breadth truss, gravity anchor with
And anchor chain, several floating wave resistance modules are evenly arranged on the truss in length and breadth, the bottom of the truss in length and breadth setting is
Anchor chain is stated, the anchor chain is connect with the gravity anchor, and the gravity anchor is for stablizing the truss, and the floating wave resistance in length and breadth
Module setting is provided with filler in the bottom, the floating wave resistance module, is used for ballast, and the truss in length and breadth includes laterally floating
Cylinder and vertical tubular truss, the adjacent vertical tubular truss are fixedly connected by several groups transverse direction floating drum.
Further, the floating wave resistance Modular surface is arranged in small-waterplane-area ship type.
Further, the lateral floating drum is at least 3 groups.
Further, the lateral floating drum is 3 groups.
Further, the upper end of truss in length and breadth is exposed the surface, and the height that the upper end of truss in length and breadth is exposed the surface is
0.3-1m。
Further, the height that the upper end of truss in length and breadth is exposed the surface is 0.5m.
Further, the floating wave subduer is at least 1000m at a distance from object.
Further, the filler is sandstone.
Further, the V-shaped setting of floating wave subduer.
Further, the floating wave subduer is arranged in " one " type.
According to the utility model of above scheme, the beneficial effect is that, the utility model by floating wave resistance module with
And truss connects in length and breadth, floating wave resistance module is arranged using small-waterplane-area ship type, effective consumption Wave energy is played, to reach
To the purpose of one slicing, construction relatively stable water environment, the utility model structure is simple, at low cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structural side view of the utility model.
Fig. 3 is the structure top view of the utility model.
Fig. 4 is a certain concrete application schematic diagram of the utility model.
Fig. 5 is another concrete application schematic diagram of the utility model.
1, floating wave subduer in the figure；
11, vertical tubular truss；12, lateral floating drum；13, floating wave resistance module；14, gravity anchor；15, anchor chain；16, top cover；
2, yacht；3, mobile chinampa.
Specific embodiment
With reference to the accompanying drawing and the utility model is further described in embodiment:
As shown in Figure 1-3, a kind of floating wave subduer, including floating wave resistance module 13, in length and breadth truss, gravity anchor 14 and
Anchor chain 15 is evenly arranged with several floating wave resistance modules 13 in length and breadth on truss, truss bottom is provided with anchor chain 15, anchor chain 15 in length and breadth
It is connect with gravity anchor 14, gravity anchor 14 is for stablizing truss in length and breadth, and floating wave resistance module 13 is arranged in the bottom, floating wave resistance mould
It is provided with filler in block 13, is used for ballast, truss includes lateral floating drum 12 and vertical tubular truss 11, adjacent vertical duct in length and breadth
Truss 11 is fixedly connected by several groups transverse direction floating drum 12.
Preferably, in a certain specific embodiment, 13 surface of floating wave resistance module is arranged in small-waterplane-area ship type.
Preferably, in a certain specific embodiment, lateral floating drum 12 is at least 3 groups.Further, lateral floating drum is 3 groups.
Preferably, in a certain specific embodiment, truss upper end is exposed the surface in length and breadth, and truss upper end is exposed the surface in length and breadth
Height be 0.3-1m.The height that truss upper end is exposed the surface in length and breadth is 0.5m.
Preferably, in a certain specific embodiment, floating wave subduer 1 is at least 1000m at a distance from object.
Preferably, in a certain specific embodiment, filler is sandstone.
The utility model is passed through gone in length and breadth under water using the floating wave resistance module 13 of the good small-waterplane-area ship type of slicing performance
Frame and overlapped with floating wave resistance module 13, play effective consumption Wave energy, thus reach slicing, build one it is relatively flat
The purpose of steady water environment.It is built-in with solid filler ballast in single floating wave resistance module 13, so that entire floating wave resistance
Device exposes the surface about half meter, and row frame includes that lateral floating drum 12 and vertical tubular truss 11, adjacent vertical tubular truss 11 are logical in length and breadth
It crosses several groups transverse direction floating drum 12 to be fixedly connected, the number of plies of lateral floating drum 12 is set according to the depth of water, i.e., one layer is one group, according to stabilization
And wave resistance setting is no less than three groups of transverse direction floating drums 12, the bottom connection gravity anchor 14 of floating wave subduer 1 is fixed.Foundation
Sea situation, 1 distance objective object of floating wave subduer are not less than 1000m, are connected with each other and place, if sea situation is more complex, need to reach more
When the wave resistance effect got well, the 2 kilometers of arrangement twice in interval or multiple tracks floating wave subduer can be taken to play the role of slicing.
The single floating wave resistance module 13 of the utility model is rigidly fixed with truss in length and breadth to be connect, multiple floating wave subduers it
Between by chain be flexibly connected, play the role of limiting displacement, freedom degree is relatively high, not by too energetically.
As shown in figure 4, application scenarios one, when 2 moored offshore of larger vessels or yacht, certain depth condition is needed,
Offshore slightly distant location wave is larger, when ferry-boat is berthed, has poor experience, V-type floating wave subduer can be used, in disembarkation
One of V-type floating wave subduer is arranged in about 1 kilometer of berthing space position, and V-type floating wave subduer is by the single floating wave resistance of standard
Device connection composition, floating wave subduer are respectively anchored on gravity anchor.
As shown in figure 5, application scenarios two, on the mobile chinampa 3 that greater coasting area is placed, to ensure that personnel's on chinampa is comfortable
Property, one of line-styled floating wave subduer is set heading sea direction at chinampa months 1.2 kilometers, bottom is anchored with gravity
It is fixed, when wave passes through, by line-styled floating wave subduer good absorption Wave energy, to achieve the purpose that slicing.
It should be understood that for those of ordinary skills, it can be modified or changed according to the above description,
And all these modifications and variations all should belong to the protection scope of the appended claims for the utility model.
Illustrative description is carried out to the utility model patent above in conjunction with attached drawing, it is clear that the reality of the utility model patent
It is now not subject to the restrictions described above, as long as being carried out using the method concept and technical solution of the utility model patent various
Improve, or it is not improved the conception and technical scheme of the utility model patent are directly applied into other occasions, in this reality
With in novel protection scope.
Claims (10)
1. a kind of floating wave subduer, including floating wave resistance module, which is characterized in that further include in length and breadth truss, gravity anchor and
Anchor chain, several floating wave resistance modules are evenly arranged on the truss in length and breadth, and the bottom of truss in length and breadth is provided with described
Anchor chain, the anchor chain are connect with the gravity anchor, and the gravity anchor is for stablizing the truss, and the floating wave resistance mould in length and breadth
Block setting is provided with filler in the bottom, the floating wave resistance module, is used for ballast, and the truss in length and breadth includes lateral floating drum
And vertical tubular truss, the adjacent vertical tubular truss are fixedly connected by several groups transverse direction floating drum.
2. floating wave subduer according to claim 1, which is characterized in that the floating wave resistance Modular surface is in small waterline
The setting of face ship type.
3. floating wave subduer according to claim 1, which is characterized in that the transverse direction floating drum is at least 3 groups.
4. floating wave subduer according to claim 3, which is characterized in that the transverse direction floating drum is 3 groups.
5. floating wave subduer according to claim 1, which is characterized in that the upper end of truss in length and breadth is exposed the surface, and
The height that the upper end of truss in length and breadth is exposed the surface is 0.3-1m.
6. floating wave subduer according to claim 5, which is characterized in that the height that the upper end of truss in length and breadth is exposed the surface
Degree is 0.5m.
7. floating wave subduer according to claim 1, which is characterized in that the filler is sandstone.
8. floating wave subduer according to claim 1, which is characterized in that the floating wave subduer and object away from
From at least 1000m.
9. floating wave subduer according to claim 1, which is characterized in that the V-shaped setting of floating wave subduer.
10. floating wave subduer according to claim 1, which is characterized in that the floating wave subduer is set in " one " type
It sets.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822196800.1U CN209384186U (en) | 2018-12-26 | 2018-12-26 | A kind of floating wave subduer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822196800.1U CN209384186U (en) | 2018-12-26 | 2018-12-26 | A kind of floating wave subduer |
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| Publication Number | Publication Date |
|---|---|
| CN209384186U true CN209384186U (en) | 2019-09-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822196800.1U Active CN209384186U (en) | 2018-12-26 | 2018-12-26 | A kind of floating wave subduer |
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| Country | Link |
|---|---|
| CN (1) | CN209384186U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116446332A (en) * | 2023-05-23 | 2023-07-18 | 宁波大学 | Floating wave-proof structure and use method thereof |
-
2018
- 2018-12-26 CN CN201822196800.1U patent/CN209384186U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116446332A (en) * | 2023-05-23 | 2023-07-18 | 宁波大学 | Floating wave-proof structure and use method thereof |
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