CN109914338B - Deep draft floating breakwater - Google Patents
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- CN109914338B CN109914338B CN201910263467.8A CN201910263467A CN109914338B CN 109914338 B CN109914338 B CN 109914338B CN 201910263467 A CN201910263467 A CN 201910263467A CN 109914338 B CN109914338 B CN 109914338B
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- 238000004873 anchoring Methods 0.000 claims description 10
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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 invention relates to the technical field of offshore engineering, in particular to a deep draft floating breakwater. Including buoyancy tank main part, pterygoid lamina, anchor chain and anchor pouring weight, the entity structure of buoyancy tank main part is protruding style of calligraphy structure, including rectangle buoyancy tank and lug two parts, rectangle buoyancy tank and lug inside are hollow structure, and the pterygoid lamina is located the upper portion of rectangle buoyancy tank, and the symmetric distribution is on the face side and the back side of the unrestrained side of rectangle buoyancy tank, pterygoid lamina up end and rectangle buoyancy tank up end parallel and level, simultaneously with the horizontal plane parallel and level, the anchor chain includes a pair of anchor rope, has the contained angle between two anchor ropes. The invention has reliable safety performance and obviously improved wave eliminating effect.
Description
Technical Field
The invention relates to the field of offshore engineering facilities, in particular to a deep draft floating breakwater.
Background
The breakwater is used as a common engineering structure facility for harbors and coasts, can separate the impact force of waves, enclose the harbors and maintain the stability of water surfaces, is mainly used for guaranteeing the stability of water areas in harbors, protecting target sea areas or coastal zones from being affected by external waves, provides safe wave conditions for the breakwater, and completes a series of human activities including ship loading and unloading, artificial culture, fishermen disaster avoidance and the like.
A floating breakwater refers to a wave-resistant structure comprising floating members and a mooring system. The floating member is composed of a box body or a floating bar with a certain draft, the box body or the floating bar is connected with an anchor chain with one end fixed on the sea bottom and floats on the water surface, and the floating member is made of metal, reinforced concrete, plastics and the like. Under normal conditions, the floating breakwater utilizes a wave-absorbing floating body with a certain water depth to reflect, deform and crush waves so as to achieve the purpose of wave absorption and wave prevention, and is mainly applicable to water areas with lower relative wave energy, without building a bottom breakwater or with poor water depth and foundation bed conditions, which cannot meet the conditions of building the bottom breakwater. Compared with the traditional bottom-sitting breakwater, the floating breakwater has the advantages of lower manufacturing cost, strong seawater exchange function, small influence on fish migration, simple and rapid construction, convenient installation and disassembly, seawater pollution prevention, aquatic environment protection and certain ecological advantages. With the development of industries such as deepwater cultivation, the floating breakwater is more and more widely applied.
Various designs have been proposed for floating breakwaters. Patent document No. CN106836117A discloses a porous breakwater, and this kind of breakwater is two buoyancy tanks structure, has still set up two-layer vertical perforated plate between two buoyancy tanks, and the combined design of front and back buoyancy tanks and porous structure has improved the reflection effect to the wave energy dissipation has been strengthened. Patent document CN204530611U discloses an adjustable pontoon breakwater for wave elimination under relatively long wave conditions, which comprises at least two layers of pontoons arranged in a side-by-side manner, and by arranging the pontoons in tandem, wave energy in waves with relatively long waves can be greatly attenuated, and the wave elimination capability of the structure is improved.
From the aspect of wave eliminating effect, the structure form of the floating breakwater has good effect of shielding short waves, and the wave transmittance of long-period waves is still very high, so that the floating breakwater cannot resist the open sea high storms. Especially when encountering the wave of great, the long cycle of wave height, floating breakwater can't play the unrestrained effect of preventing, because self anchoring system reliability is poor, very fragile etc. can make its self security receive very big threat under the wave effect, has the security risk.
Disclosure of Invention
First, the technical problem to be solved
In order to overcome the defects in the prior art, the invention provides a deep draft floating breakwater.
(II) technical scheme
In order to solve the technical problems, the main technical scheme adopted by the invention comprises the following steps:
the invention provides a deep draft floating breakwater, which comprises a buoyancy tank main body and wing plates;
the buoyancy tank main body comprises a rectangular buoyancy tank and a convex block arranged at the upper part of the buoyancy tank main body, and the width of the rectangular buoyancy tank is not smaller than that of the convex block;
the wing plate is positioned at the upper part of the rectangular buoyancy tank and symmetrically distributed on the upstream side and the back side of the rectangular buoyancy tank, the upper end face of the wing plate is flush with the upper end face of the rectangular buoyancy tank, and the upper end faces of the wing plate and the rectangular buoyancy tank are flush with the water surface.
According to the invention, it also comprises an anchoring device comprising an anchor chain and an anchor block;
according to the invention, the top end of the anchor chain is fixedly connected with the rectangular buoyancy tank, the bottom end of the anchor chain is fixedly connected with the anchor weight, and the anchor weight is fixed on the sea floor;
at least 2 pairs of anchor chains are symmetrically distributed on two sides of the bottom of the rectangular buoyancy tank, each anchor chain comprises a pair of anchor ropes, and an included angle exists between the two anchor ropes.
According to the invention, the rectangular buoyancy tank is provided with the water through hole, and the water through hole is used for injecting water into the rectangular buoyancy tank and discharging water to adjust the draft of the rectangular buoyancy tank.
According to the invention, the rectangular buoyancy tank is of a hollow structure.
According to the invention, reinforced concrete integrated pouring is adopted between the rectangular buoyancy tank and the convex blocks and between the rectangular buoyancy tank and the wing plates.
According to the invention, the width of the bump is b, and the height from the bottom of the bump to the top is H1, wherein h1= (0.6-0.7) ·h Wave height ，H Wave height To design wave height.
According to the invention, the width of the wing plate from the side end surface of the rectangular buoyancy tank to the side end surface of the wing plate is B1, wherein b1= (0.2-0.5) ·b, and B is the total width of the breakwater (comprising the rectangular buoyancy tank and the wing plates at two sides).
According to the invention, the wing plate is arranged from the bottom surface to the top of the wing plateThe height of (2) is H, wherein h= (0.04-0.1) H Draft water ，H Draft water Draft is designed for the buoyancy tank.
According to the invention, the installation angle of the anchor ropes is 22.5 degrees, namely the included angles between the planes of the two anchor ropes, which are perpendicular to the horizontal plane, and the vertical plane are both 22.5 degrees;
the included angle between the two anchor ropes is 45 degrees, namely the included angle between planes of the two anchor ropes is 45 degrees.
According to the invention, the material of the anchor line is a high-strength stretch-resistant material.
(III) beneficial effects
1. The deep draft floating breakwater of the invention reflects incident waves through the lower buoyancy tank with larger draft and the convex blocks arranged outside the water surface, so that regular particle motion in the raw water body motion is destroyed, thereby being converted into disordered turbulence, reducing wave transmission coefficient and achieving ideal wave elimination effect.
2. The deep draft floating breakwater is provided with the wing plates on the windward side and the back side of the buoyancy tank respectively, the wave elimination distance of the breakwater is increased on the basis of increasing the width of the breakwater, the wave energy reduction of long-period waves is improved, the wave elimination effect of the breakwater is enhanced due to the arrangement of the wing plates on the two sides, the stability of the breakwater is improved, and the safety performance of the breakwater is more reliable.
3. The deep draft floating breakwater is simple in component parts and can be prefabricated in advance, and the self weight of the breakwater is adjusted in a mode of injecting water into the buoyancy tank and discharging water by arranging the opening in the buoyancy tank, so that the wing plates are kept to be level with the still water all the time, incident waves are caused to be severely crushed above the wing plates, energy consumption is caused by turbulence, and the breakwater achieves an ideal wave dissipation effect.
Drawings
Fig. 1 is a perspective view of an embodiment 1 of a deep draft floating breakwater of the present invention;
figure 2 is a front view of a deep draft floating breakwater embodiment 1 of the present invention;
figure 3 is a top view of a deep draft floating breakwater embodiment 1 of the present invention;
fig. 4 is a side view of the buoyancy tank body in embodiment 1 of a deep draft floating breakwater of the present invention;
fig. 5 is a perspective view of an embodiment 2 of a deep draft floating breakwater of the present invention;
fig. 6 is a perspective view of example 3 of a deep draft floating breakwater of the present invention.
[ reference numerals description ]
1: a rectangular buoyancy tank; 2: a bump; 3: a wing plate; 4: an anchor chain; 5: an anchor weight; 6: an opening; 7: a bumper strip; 8: filling the resin matrix composite material with the metal hollow spheres; 9: zinc blocks; 10: a wire; 11: a solar panel; 12: led lamp strip;
81: an inner layer stress steel plate; 82: an outer layer stress steel plate; 83: an upper layer stress steel plate; 84: and a lower layer stress steel plate.
Detailed Description
The invention will be better explained by the following detailed description of the embodiments with reference to the drawings.
Example 1
The invention provides a deep draft floating breakwater, the total length of which is not a definite value, and the total length of the breakwater is assumed to be L.
The whole breakwater comprises a buoyancy tank main body, a wing plate 3 and an anchoring device, wherein the anchoring device comprises an anchor chain 4 and an anchor weight 5, the anchoring device is fixedly connected to the buoyancy tank main body and plays a role in positioning the breakwater, and the motion response amplitude of the breakwater in the working process is reduced. The buoyancy tank main body comprises a rectangular buoyancy tank 1 and a convex block 2, the convex block 2 is arranged above the rectangular buoyancy tank 1, wherein the width of the rectangular buoyancy tank 1 is not smaller than that of the convex block 2, in the invention, the solid structure of the buoyancy tank main body is of a convex structure, the rectangular buoyancy tank 1 is positioned at the lower part of the water surface, and the convex block 2 is positioned outside the water surface.
According to the illustration of fig. 1 and 2, the inside of the rectangular buoyancy tank 1 is a hollow structure, the upper part is provided with 2 openings 6 which are respectively arranged at the left side and the right side of the protruding block 2, and the openings can be used for injecting water into the inside of the rectangular buoyancy tank 1 and discharging water, so that the dead weight of the rectangular buoyancy tank 1 is changed, the draft of the buoyancy tank main body is adjusted, when incident waves enter the water of the breakwater, liquid in the buoyancy tank can shake, so that a resistance force is generated to prevent the motion of the floating body, the motion amplitude of the breakwater is reduced, the radiation wave induced by the motion is weakened, and the wave eliminating effect can be remarkably improved.
In general, the deeper the draft of the buoyancy tank in the floating breakwater, the better the wave-dissipating effect of the breakwater, but the deeper the draft is, and after the breakwater exceeds a certain draft, the wave will cross the breakwater, so that the wave-dissipating effect of the whole breakwater is weakened, and the bump 2 enhances the wave-dissipating effect of the whole breakwater on the basis of the wave-dissipating of the rectangular buoyancy tank 1 with a certain draft.
The whole bump 2 is positioned outside the water surface, the bump 2 which is completely exposed out of the water surface reflects the injected wave from the far place, and the reflected wave not only loses part of wave energy, but also forms vortex by mutual friction between the reflected wave and the re-injected wave water body, so that the regular particle motion in the original injected wave is destroyed, and the original injected wave is converted into disordered turbulence.
The bump 2 consumes wave energy in the wave by reflection, further blocks energy transfer of the wave, and if larger energy still exists in the wave, the wave energy in the wave can be consumed again after passing over the bump 2 and the wave surmounting phenomenon occurs.
The wave is transmitted by the distance, and the rectangle buoyancy tank 1 reflects the wave, consumes the partial wave energy of wave, when passing through pterygoid lamina 3 top, the wave takes place to break after contacting with pterygoid lamina 3, consumes a large amount of energy, and the lug 2 that is located the surface of water outside is followed to the subsequent bump 2 that hits, and lug 2 stops the wave, has increased the reflection of wave, and the wave forms the vortex before lug 2, has consumed wave energy, still contains great energy in the wave at this moment, and then the wave can cross lug 2 later, takes place to cross the wave, and wave energy will be consumed once more, finally reaches ideal unrestrained effect of eliminating.
For a floating breakwater, increasing the relative width of the floating breakwater is an important way for improving the wave-dissipating effect of the floating breakwater, and the relative width formula is as follows: b (B) L ＝B/L w Wherein B is L Is of relative width, B is the overall width of the breakwater, L w Is the wavelength of the wave.
According to the invention, the relative width of the floating breakwater is increased by arranging the wing plates 3, the wing plates 3 are arranged on the upper part of the rectangular buoyancy tank 1 and symmetrically distributed on the wave facing side and the wave back side of the rectangular buoyancy tank 1, wherein the side end surfaces of the wing plates 3 are fixedly connected with the side end surfaces of the rectangular buoyancy tank 1, the upper end surfaces of the wing plates 3 are flush with the upper end surfaces of the rectangular buoyancy tank 1, and the upper end surfaces of the wing plates 3 and the upper end surfaces of the rectangular buoyancy tank 1 are flush with the horizontal plane.
Preferably, as shown in fig. 3, the width of the wing plate 3 from the side end face of the rectangular buoyancy tank 1 to the side end face of the wing plate 3 is B1, wherein b1= (0.2-0.5) ·b, B is the total width of the breakwater, and the total width is the sum of the widths of the rectangular buoyancy tank 1 and the wing plates 3 on both sides;
the outwards extending wing plates 3 increase the wave eliminating distance of the breakwater on the basis of increasing the width of the breakwater, the wave eliminating effect of the breakwater is enhanced by improving the wave energy reduction of long-period waves, and as the wing plates 3 are kept at the position flush with the horizontal plane of the still water level at any time, when waves are incident on the wave-facing side of the breakwater from open sea, the waves firstly contact with the wing plates 3, the motion state of water particles in the waves is changed, the incident waves are broken, and a large amount of wave energy is consumed.
In the practical application process of the floating breakwater, due to certain factors such as nonresistible natural environment factors and the like, when the water level of the breakwater changes, and then the upper end face of the wing plate 3 is not level with the static water level, the opening 6 can be used for adjusting the height of the internal water level of the underwater rectangular buoyancy tank 1, and the dead weight of the rectangular buoyancy tank 1 is controlled in modes such as injection, water drainage and the like, so that the upper end face of the wing plate 3 is kept level with the water surface again, and the design requirement is met.
At sea wave wavelength L w In the case of uncertainty, although the wave-dissipating effect of the breakwater can be improved by increasing the structural width B of the breakwater, the tension applied to the anchor chain 4 connected with the buoyancy tank is increased along with the increase of the structural width of the breakwater, and the safety of the entire breakwater is severely affectedAnd (5) sounding.
Because the wing plates 3 are respectively arranged on the wave-facing side and the wave-back side of the buoyancy tank, the motion response amplitude of the buoyancy tank main body in the heave and roll motion process is reduced, the tensile force of the anchor chain 4 on the rectangular buoyancy tank 1 is not increased, but the tensile force is decomposed along the wing plate direction, and therefore the safety and stability of the breakwater are improved.
Preferably, the thickness of the wing plate 3 is not a definite value, in the present invention, the height of the wing plate 3 is assumed to be H, which is the height from the bottom surface to the top of the wing plate 3, wherein h= (0.04-0.1) ·h Draft water ，H Draft water The draft is designed for the buoyancy tank;
the breakwater of the invention adjusts the dead weight of the rectangular buoyancy tank 1 in a water injection and drainage mode, and the rectangular buoyancy tank 1 is positioned under the water surface by means of the tension provided by the anchor chain 4, so that the draft of the floating breakwater is controlled, the wing plate 3 of the breakwater and the upper end surface of the rectangular buoyancy tank 1 are ensured to be level with the water surface, and therefore, the height of the rectangular buoyancy tank 1 is the draft H designed for the buoyancy tank Draft water The different heights of the rectangular buoyancy tanks 1 will cause the breakwater to have different design draft H Draft water Ultimately affecting the height h of the wing panel 3.
Preferably, the relevant dimensions of the bump 2 are changed according to the different values of the design wave height, as shown in fig. 3 and 4, the invention sets the width b of the bump 2 and the height H1, which is the height from the bottom to the top of the bump 2, and the height h1= (0.6-0.7). H Wave height Wherein H is Wave height Namely, the design wave height;
the whole breakwater adopts a reinforced concrete integral pouring mode, wherein the rectangular buoyancy tank 1 and the convex blocks 2 are subjected to reinforced concrete integral pouring, and the wing plates 3 and the rectangular buoyancy tank 1 are subjected to reinforced concrete integral pouring.
The transmission coefficient is an important index for evaluating the wave eliminating effect of the floating breakwater, and the formula is as follows:
K t ＝H t /H i wherein H is i For incident wave height in front of dyke, H t Is the wave height behind the dyke. In general, transmissionThe smaller the coefficient, the stronger the wave-absorbing capacity of the floating breakwater, and conversely, the weaker the wave-absorbing capacity.
The breakwater mainly realizes wave elimination by reflecting incident waves, the phase difference between the waves and the motion of the breakwater can also generate certain inhibition and attenuation effects on wave energy transmission in the waves, the deeper the buoyancy tank main body in the breakwater is, the better the wave elimination effect is, and the anchoring force is correspondingly increased.
The rectangular buoyancy tank 1 is fixedly connected with the anchor chains 4, at least 2 pairs of the anchor chains 4 are symmetrically distributed on two sides of the bottom of the rectangular buoyancy tank 1, all the anchor chains 4 are anchored in the anchor weights 5, and the anchor weights 5 are fixed on the sea floor, wherein the rectangular buoyancy tank 1 is anchored by the anchor chains 4 in an splayed anchoring manner, and the anchoring manner can effectively control the motion trend of the rectangular buoyancy tank 1 in the directions of swaying, heaving and the like.
Along with the extension of the breakwater length, anchor chains 4 can be symmetrically arranged on two sides of the bottom of the rectangular buoyancy tank 1 along the extension line direction of the breakwater according to actual needs.
The anchor chain 4 comprises a pair of anchor ropes, the optimal installation angle of the pair of anchor ropes is 22.5 degrees, namely, the plane included angles of the two anchor ropes and the planes in the vertical and horizontal directions are respectively 22.5 degrees, the plane included angle of the planes of the two anchor ropes is 45 degrees, the anchor ropes can effectively decompose the tension on the anchor chain, the tension value of each anchor rope is in a safe range at any time, and the anchor ropes cannot be broken due to the increase of the tension applied to the anchor chain.
The breakwater has a certain draft, so that the wave force born by the breakwater in the wave elimination process is increased, and compared with the traditional floating breakwater, the anchor chain 4 needs to bear larger pulling force, therefore, the anchor rope materials in the anchor chain 4 mainly adopt high-strength stretch-resistant materials.
Example 2
As shown in fig. 5, the left and right sides of the rectangular buoyancy tank 1 are respectively provided with a bumper strip 7, and the bumper strip 7 occupies a small space and does not affect the overall appearance and the wave-preventing effect of the breakwater. The bottom surface of the anti-collision strip 7 is flush with the bottom surface of the rectangular buoyancy tank 1, the width of the anti-collision strip 7 exceeds the width of the wing plate 3 arranged above, the height of the anti-collision strip 7 is lower than the height of the whole rectangular buoyancy tank 1, as shown in fig. 6, the inner-layer stress steel plate 81 and the outer-layer stress steel plate 82 are sequentially arranged on the anti-collision strip 7 from the side wall surface of the rectangular buoyancy tank 1 outwards, an upper-layer stress steel plate 83 and a lower-layer stress steel plate 84 are fixedly arranged between the inner-layer stress steel plate 81 and the outer-layer stress steel plate 82 respectively, and a metal hollow ball filling resin matrix composite 85 is arranged in a closed space formed by the four stress steel plates.
When the incident waves enter the floating breakwater working water, all the stressed steel plates of the anti-collision strip 7 form a closed whole and deform and bear force together, the filling material between the inner stressed steel plates and the outer stressed steel plates is also a good energy absorbing material, and under the cooperative deformation of the two, the energy absorbing effect is obvious, so that the wave energy contained in the waves can be reduced to a greater extent, and further the damage of the breakwater is reduced.
Example 3
In the working process of the breakwater, the whole floating breakwater is kept in contact with seawater for a long time, so that the surface of the breakwater is coated with anti-corrosion paint, the anti-corrosion paint can perform one-layer corrosion prevention on the place where the breakwater is in contact with the seawater, but because the breakwater is in seawater for a long time and the working time is long, the ideal anti-corrosion effect is difficult to achieve only by the anti-corrosion paint, therefore, as shown in fig. 6, a zinc block 9 is arranged below the breakwater, the zinc block 9 is connected with a rectangular buoyancy tank 1 through a lead 10, at the moment, the zinc block 9 and the buoyancy tank body form a primary cell, wherein the zinc block 9 is an active metal and is corroded by the seawater as an anode end in the primary cell, the cathode end in the primary cell is further protected, namely, the whole buoyancy tank body is formed by the anti-corrosion paint, the secondary anti-corrosion effect is improved on the basis that the anti-corrosion paint forms one-layer of the anti-corrosion paint, meanwhile, the zinc block 9 is arranged at the lower end of the buoyancy tank body, the zinc block 9 can be replaced with the anti-corrosion effect, and the whole anti-corrosion performance of the breakwater is more stable at any time.
The solar panel 11 is arranged on the upper surface of the protruding block 2, the led lamp strips 12 are respectively arranged on two sides of the protruding block 2 and are electrically connected with the solar panel 11, the solar panel 11 can absorb a large amount of light energy as energy in the whole working process of the breakwater, the light energy is converted into electric energy and is provided for the led lamp strips 12, the led lamp strips 12 illuminate the periphery of the breakwater, the breakwater is easy to find, and the safety performance of the whole breakwater is improved.
It should be understood that the above description of the present invention is only for illustrating the technical route and features of the present invention, and is for enabling those skilled in the art to understand the present invention and implement it accordingly, but the present invention is not limited to the above-described specific embodiments. All changes or modifications that come within the scope of the appended claims are intended to be embraced therein.
Claims (7)
1. A deep draft floating breakwater characterized by: comprises a buoyancy tank main body and a wing plate (3);
the buoyancy tank main body comprises two parts, namely a rectangular buoyancy tank (1) and a lug (2) arranged at the upper part of the buoyancy tank main body, wherein the width of the rectangular buoyancy tank (1) is not smaller than the width of the lug (2);
the wing plates (3) are positioned at the upper part of the rectangular buoyancy tank (1) and symmetrically distributed on the wave facing side and the wave back side of the rectangular buoyancy tank (1), the upper end surfaces of the wing plates (3) are flush with the upper end surface of the rectangular buoyancy tank (1), and the upper end surfaces of the wing plates (3) and the rectangular buoyancy tank (1) are flush with the water surface;
the width of the bump (2) is b, and the height from the bottom to the top of the bump (2) is H1, wherein h1= (0.6-0.7) ·H Wave height ，H Wave height The wave height is designed;
the width of the wing plate (3) from the side end face of the rectangular buoyancy tank (1) to the side end face of the wing plate (3) is B1, wherein b1= (0.2-0.5) ·b, and B is the total width of the breakwater comprising the rectangular buoyancy tank and the wing plates at two sides;
the height of the wing plate (3) from the bottom surface of the wing plate (3) to the top is H, wherein h= (0.04-0.1) ·H Draft water ，H Draft water Draft is designed for the buoyancy tank.
2. The deep draft floating breakwater of claim 1 wherein:
the device also comprises an anchoring device, wherein the anchoring device comprises an anchor chain (4) and an anchor weight (5);
the top end of the anchor chain (4) is fixedly connected with the rectangular buoyancy tank (1), the bottom end of the anchor chain is fixedly connected with the anchor weight (5), and the anchor weight (5) is fixed on the sea bottom;
at least 2 pairs of anchor chains (4) are symmetrically distributed on two sides of the bottom of the rectangular buoyancy tank (1), each anchor chain (4) comprises a pair of anchor ropes, and an included angle exists between the two anchor ropes.
3. The deep draft floating breakwater of claim 1 wherein:
the rectangular buoyancy tank (1) is provided with a water through hole (6) for injecting water into the rectangular buoyancy tank (1) to adjust the draft of the rectangular buoyancy tank (1).
4. The deep draft floating breakwater of claim 1 wherein:
the rectangular buoyancy tank (1) is of a hollow structure.
5. The deep draft floating breakwater of claim 1 wherein:
and reinforced concrete integrated pouring is adopted between the rectangular buoyancy tank (1) and the convex blocks (2) and between the rectangular buoyancy tank (1) and the wing plates (3).
6. The deep draft floating breakwater of claim 2 wherein:
the installation angle of the anchor ropes is 22.5 degrees, namely the included angles between the planes of the two anchor ropes, which are perpendicular to the horizontal plane, and the vertical plane are 22.5 degrees;
the included angle between the two anchor ropes is 45 degrees, namely the included angle between planes of the two anchor ropes is 45 degrees.
7. The deep draft floating breakwater of claim 2 wherein:
the anchor rope is made of high-strength stretch-resistant materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910263467.8A CN109914338B (en) | 2019-04-02 | 2019-04-02 | Deep draft floating breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910263467.8A CN109914338B (en) | 2019-04-02 | 2019-04-02 | Deep draft floating breakwater |
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| Publication Number | Publication Date |
|---|---|
| CN109914338A CN109914338A (en) | 2019-06-21 |
| CN109914338B true CN109914338B (en) | 2024-03-01 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910263467.8A Active CN109914338B (en) | 2019-04-02 | 2019-04-02 | Deep draft floating breakwater |
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| CN110331694A (en) * | 2019-08-20 | 2019-10-15 | 交通运输部天津水运工程科学研究所 | Floating shielding and floating breakwater |
| CN111172935A (en) * | 2020-01-03 | 2020-05-19 | 安徽省水利水电勘测设计研究总院有限公司 | Water bank line slope protection beneficial to survival of plants |
| CN111827201A (en) * | 2020-06-18 | 2020-10-27 | 中国海洋大学 | A combined breakwater |
| CN114541316A (en) * | 2021-11-15 | 2022-05-27 | 浙江数智交院科技股份有限公司 | A floating breakwater with tuned liquid damping |
| CN113897903B (en) * | 2021-11-19 | 2022-07-19 | 江苏科技大学 | A kind of floating wave elimination device and wave elimination embankment |
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