CN112854122A - Novel floating frame breakwater - Google Patents
Novel floating frame breakwater Download PDFInfo
- Publication number
- CN112854122A CN112854122A CN202110265758.8A CN202110265758A CN112854122A CN 112854122 A CN112854122 A CN 112854122A CN 202110265758 A CN202110265758 A CN 202110265758A CN 112854122 A CN112854122 A CN 112854122A
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- frame
- breakwater
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- wave dissipation
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- 238000004873 anchoring Methods 0.000 claims abstract description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 17
- 230000000694 effects Effects 0.000 abstract description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 15
- 238000009434 installation Methods 0.000 abstract description 9
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 9
- 238000000034 method Methods 0.000 description 8
- 238000003466 welding Methods 0.000 description 7
- 230000009471 action Effects 0.000 description 5
- 230000033001 locomotion Effects 0.000 description 5
- 230000008569 process Effects 0.000 description 4
- 230000002829 reductive effect Effects 0.000 description 4
- 238000011161 development Methods 0.000 description 3
- 238000011835 investigation Methods 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
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- 239000002344 surface layer Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
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- 230000004044 response Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
-
- 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
The invention provides a novel floating frame breakwater which comprises a wave dissipation frame, wherein the vertical section of the wave dissipation frame in the length direction is in an inverted U shape, a plurality of air bags are arranged in the wave dissipation frame along the U shape, the air bags are horizontally arranged, a gap is formed between every two adjacent air bags, a plurality of anchoring devices are connected to the wave dissipation frame, each anchoring device comprises a first winch wheel, a second winch wheel, a mooring rope and a mooring balancing weight, the first winch wheel is arranged on the wave dissipation frame, the second winch wheel is arranged on the mooring balancing weight, the top end of the mooring rope is connected with the first winch wheel, and the bottom end of the mooring rope is connected with the second winch wheel. The invention has the advantages of high installation speed, convenient splicing and construction, flexible construction and good wave dissipation effect, can adjust the size of the breakwater and the submerged water depth on site, protects the main structure of the breakwater in natural disaster weather and can be reused.
Description
Technical Field
The invention belongs to the technical field of ocean engineering, and particularly relates to a novel floating frame breakwater.
Background
With the rapid development of society, the demand for materials and production activities is increasing day by day, and people gradually turn the resource development direction from limited land resources to wider ocean resources. Harbors, docks, breakwaters and the like are used as main near-shore hydraulic structures to provide good platforms for marine transportation. The breakwater is used as a common wave blocking and dissipating facility, and plays a role in resisting the invasion of waves in the open sea and protecting the safe operation of ships in the harbor. With the deep ocean development, higher requirements are provided for the construction cost, the construction difficulty, the water depth, the wave-absorbing effect and the like of the breakwater. The floating breakwater provides economic and effective temporary protection for the construction of ocean engineering, has the advantages of small influence of water depth and seabed conditions, environmental friendliness, strong seawater exchange capacity, small influence of tide change and the like, and is popular in the engineering field.
Compared with the traditional bottom-sitting breakwater, the floating breakwater has the remarkable advantages that the construction period is short, a certain wave-absorbing effect can be achieved, and the floating breakwater is particularly suitable for temporary shield of ocean engineering, so that the structural design optimization of the floating breakwater is mainly developed from two aspects of convenience and rapidness in construction and improvement of the wave-absorbing effect. Meanwhile, in the face of natural disasters such as typhoons, the floating breakwater is easy to separate from the original mooring position due to the limited strength of the mooring system of the floating breakwater, and harms are caused to the surrounding ocean engineering. The floating breakwater form proposed by the engineering community at present is difficult to balance wave-absorbing effect and construction speed, the size and submerged water depth of the floating breakwater are difficult to readjust according to actual conditions on the engineering site, and the problems of damage and reutilization of the floating breakwater in windy and heavy-wave weather are not considered.
Disclosure of Invention
The invention aims to provide a novel floating frame breakwater which has the advantages of high installation speed, convenience in splicing and erecting, flexibility in construction and good wave dissipation effect, can adjust the size and submerged depth of the breakwater on site, protects the main structure of the breakwater in natural disaster weather and can be reused.
The invention is realized by the following technical scheme:
the utility model provides a novel floating frame breakwater, including the unrestrained frame that disappears, the unrestrained frame that disappears is the type of falling U along its length direction's vertical section, the unrestrained frame that disappears is inside to be equipped with a plurality of gasbags along its type of U form, the gasbag level sets up, and there is the clearance between two adjacent gasbags, be connected with a plurality of anchor on the unrestrained frame that disappears, anchor includes first reel, the second reel, hawser and anchor mooring weight block, first reel sets up on the unrestrained frame that disappears, the second reel sets up on the anchor mooring weight block, the top and the first reel of hawser are connected, its bottom is connected with the second reel.
Furthermore, rectangular trusses are respectively arranged at two ends of the wave dissipation frame in the width direction.
Further, the wave dissipation frame comprises two side frames and a top frame connected with the two side frames, the side frames are formed by connecting a plurality of first cuboid frames from top to bottom, the top frame is formed by horizontally connecting a plurality of second cuboid frames, and the rectangular truss is connected with the two side frames and the top frame respectively.
Furthermore, the rectangular truss is formed by sequentially combining and connecting a plurality of first rectangular frames, and two cross inclined rods are arranged in the first rectangular frames.
Further, the length of the first rectangular parallelepiped frame is at least 0.9 times the length of the airbag, the width and the height thereof are at least 1.1 times the diameter of the airbag, the width of the second rectangular parallelepiped frame is 2 times the width of the first rectangular parallelepiped frame, and the length and the height thereof are respectively equal to the length and the height of the first rectangular parallelepiped frame.
Furthermore, a plurality of second rectangular frames are arranged on the first cuboid frame along the length direction of the first cuboid frame at intervals, and a plurality of third rectangular frames are arranged on the second cuboid frame along the length direction of the second cuboid frame at intervals.
Furthermore, each corner of the wave dissipation frame is provided with a reinforced steel block.
Further, the air bag is a hollow cylindrical air bag made of rubber.
Compared with the prior art, the invention has the beneficial effects that:
(1) the wave dissipation frame adopts an inverted U-shaped frame structure, has simple shape and convenient welding, reduces the whole weight of the breakwater, and simultaneously carries out secondary separation on the wave incident waves propagating on the surface layer of the water body and at a certain depth under the water;
(2) the waves are transmitted to the breakwater from the open sea, one part of the waves are reflected by the wave dissipation frame and the air bag to dissipate energy, the other part of the waves are interfered by a gap between the wave dissipation frame and the air bag and a gap between the air bag and the air bag, the original motion path of the waves is damaged, turbulent water flow is generated, and the turbulent energy dissipation effect is achieved;
(3) because the plurality of air bags are distributed in the wave dissipation frame and part of buoyancy is reserved, even if part of the air bags are damaged, the breakwater cannot sink, only the damaged air bags need to be replaced, and the wave dissipation frame is high in operability, simple and convenient to maintain and controllable in risk;
(4) before extreme natural disaster weather comes, the air bag can be deflated or recovered, meanwhile, the mooring rope is tightened by using the first reel and the second reel, so that the wave dissipation frame falls to a designated engineering area on the seabed, after the natural disaster weather is finished, the air bag is inflated again or the air bag is installed, the mooring rope is released by using the first reel and the second reel, the breakwater can be reused, the installation speed is high, the construction is flexible, and the engineering cost can be saved;
(5) the wave absorption effect can be improved by increasing the breakwater lifting by welding according to the on-site wave conditions so as to make up for errors existing in the engineering investigation condition and the actual wave conditions, the overall submerged depth of the breakwater can be adjusted by increasing or decreasing the number of the air bags, and the breakwater construction method is high in operability and flexible in construction.
Drawings
Fig. 1 is a schematic structural view of the novel floating frame breakwater of the present invention;
fig. 2 is a front view of the novel floating frame breakwater of the present invention;
fig. 3 is a top view of the novel floating frame breakwater of the present invention;
fig. 4 is a schematic view of the installation of a first sheave in the novel floating frame breakwater of the present invention;
fig. 5 is a schematic view of the installation of a second sheave in the novel floating frame breakwater of the present invention.
In the figure, 1-a wave-dissipating frame, 11-a side frame, 12-a top frame, 2-an air bag, 3-a first reel, 4-a second reel, 5-a mooring rope, 6-a mooring balancing weight, 7-a rectangular truss, 71-a first rectangular frame, 72-an oblique rod and 8-a reinforcing steel block.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures. Meanwhile, in the description of the present invention, the terms "first", "second", and the like are used only for distinguishing the description, and are not to be construed as indicating or implying relative importance.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inside", "outside", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships conventionally put in use of products of the present invention, and are only for convenience of description and simplification of description, but do not indicate or imply that the devices or elements referred to must have specific orientations, be constructed in specific orientations, and be operated, and thus, should not be construed as limiting the present invention.
Referring to fig. 1 to 5, fig. 1 is a schematic structural view of the novel floating frame breakwater of the present invention, fig. 2 is a front view of the novel floating frame breakwater of the present invention, fig. 3 is a top view of the novel floating frame breakwater of the present invention, fig. 4 is a schematic installation view of a first sheave in the novel floating frame breakwater of the present invention, and fig. 5 is a schematic installation view of a second sheave in the novel floating frame breakwater of the present invention. The utility model provides a novel floating frame breakwater, including wave dissipation frame 1, wave dissipation frame 1 is the type of falling U along its length direction's vertical cross-section, wave dissipation frame 1 is inside to be equipped with a plurality of gasbags 2 along its type of U, 2 levels of gasbag set up, and there is the clearance between two adjacent gasbags 2, be connected with a plurality of anchor on the wave dissipation frame 1, anchor includes first reel 3, second reel 4, hawser 5 and anchoring weight 6, first reel 3 sets up on wave dissipation frame 1, second reel 4 sets up on anchoring weight 6, the top and the first reel 3 of hawser 5 are connected, its bottom is connected with second reel 4.
The main body part of the novel floating frame breakwater is a U-shaped wave dissipation frame 1, the shape is simple, the welding is convenient, the whole weight of the breakwater is reduced, meanwhile, a plurality of air bags 2 are arranged inside the wave dissipation frame 1, the air bags 2 can be bound inside the wave dissipation frame 1 through ropes and the like, the length direction of the air bags is consistent with the width direction of the wave dissipation frame 1, and the air bags are used for providing buoyancy for the wave dissipation frame 1. The number of the air bags 2 is selected according to the requirements of actual engineering on the submerged depth of the breakwater. In one embodiment, the bladder 2 is a hollow cylindrical bladder 2 made of rubber. The multiple airbags 2 are distributed along the U-shaped shape of the wave dissipation frame 1, the two U-shaped side walls of the wave dissipation frame 1 are the wave facing side and the wave backing side respectively, so that the two U-shaped side walls of the wave dissipation frame 1 and the airbags 2 arranged in the two U-shaped side walls can perform secondary separation on the wave incident waves on the surface of a water body and the propagation of the wave incident waves at a certain depth underwater, the wave energy is reduced by applying the reflection effect of the wave dissipation frame 1 and the airbags 2 on the waves, the reflection energy dissipation effect is obvious, meanwhile, a part of waves interfere through the gaps between the wave dissipation frame 1 and the airbags 2 and the gaps between the airbags 2 and 2, the original motion path of the waves is damaged, disordered water flow is generated, and the turbulent energy dissipation effect is achieved. Therefore, the novel floating frame breakwater has the energy dissipation characteristics of reflection energy dissipation, turbulent energy dissipation and the like, the energy dissipation of the incident waves is obvious when the waves are incident to the breakwater under the action, the transmission wave height is greatly reduced, and the wave dissipation effect is obvious. And because the plurality of air bags 2 are distributed in the wave dissipation frame 1, partial buoyancy is reserved, even if part of the air bags 2 are damaged, the breakwater cannot sink, only the damaged air bags 2 need to be replaced, and the wave dissipation frame is high in operability, simple and convenient to maintain and controllable in risk.
In order to further enhance the wave-breaking effect of the breakwater, in an embodiment, rectangular trusses 7 are respectively arranged at two ends of the wave-breaking frame 1 in the width direction. The rectangular trusses 7 are positioned on two sides of the width direction of the wave dissipation frame 1, so that wave trains of waves can be launched and interfered, the original motion path of the waves is damaged, and the water body is mixed to further dissipate energy. In an embodiment, the rectangular truss 7 is formed by sequentially combining and connecting a plurality of first rectangular frames 71, and two cross oblique rods 72 are arranged in the first rectangular frames 71. Through holes for waves to pass through are formed between the two inclined rods 72 and the first rectangular frame 71, and are used for interfering the waves to generate turbulent water flow and play a role in turbulent energy dissipation.
In order to assemble the wave dissipating frame 1 according to the actual required size, in an embodiment, the wave dissipating frame 1 includes two side frames 11 and a top frame 12 connecting the two side frames 11, the side frames 11 are formed by connecting a plurality of first rectangular parallelepiped frames from top to bottom, the top frame 12 is formed by horizontally connecting a plurality of second rectangular parallelepiped frames, and the rectangular truss 7 is connected to the two side frames 11 and the top frame 12 respectively. First cuboid frame and second cuboid frame can be in the factory modularization production back, according to the length and width height of the demand of breakwater, select the first cuboid frame and the second cuboid frame of suitable quantity, can transport first cuboid frame and second cuboid frame to the job site after, carry out the welding combination of wave dissipation frame 1 at the job site. Meanwhile, according to the on-site wave condition, the wave absorbing effect can be improved by increasing the wave preventing lift or increasing the size of the wave absorbing frame 1 through welding, so that errors existing in the engineering investigation condition and the actual wave condition are made up, and the method is strong in operability and flexible in construction. In one embodiment, the first cuboid frame has a length of at least 0.9 times the length of the envelope 2, a width and a height of at least 1.1 times the diameter of the envelope 2, and the second cuboid frame has a width of 2 times the width of the first cuboid frame, and a length and a height equal to the length and the height of the first cuboid frame, respectively. One airbag 2 may be provided in the first rectangular parallelepiped frame, and two airbags 2 may be provided in the second rectangular parallelepiped frame. In the present embodiment, each side frame 11 employs five first rectangular parallelepiped frames, one airbag 2 being provided in each first rectangular parallelepiped frame, and the top frame 12 employs nine second rectangular parallelepiped frames, two airbags 2 being provided in each second rectangular parallelepiped frame. In order to facilitate the binding of the airbag 2 in the first rectangular frame or the second rectangular frame and enable the airbag to be horizontally placed, in an embodiment, a plurality of second rectangular frames are arranged on the first rectangular frame at intervals along the length direction of the first rectangular frame, and a plurality of third rectangular frames are arranged on the second rectangular frame at intervals along the length direction of the second rectangular frame. Second rectangle frame and third rectangle frame can play the effect of support to gasbag 2 to can be used to the ligature rope in the junction of second rectangle frame and first cuboid frame and third rectangle frame and second cuboid frame, thereby gasbag 2 is through a plurality of rope ligatures in first cuboid frame or second cuboid frame. Further, in order to reinforce the weak stress part of the wave attenuation frame 1, in an embodiment, each corner of the wave attenuation frame 1 is provided with a reinforcing steel block 8.
The anchoring device is connected with the wave dissipation frame 1, is positioned in the sea area at the lower part of the wave dissipation frame 1 and is used for anchoring the position of the wave dissipation frame 1 on the sea surface, so that the function of positioning the breakwater is achieved, and the motion response amplitude of the breakwater in the working process is reduced. The length and the tightness of the mooring rope 5 can be adjusted by the first winch wheel 3 and the second winch wheel 4 in the anchoring device, before extreme natural disaster weather comes, the air bag 2 can be deflated or the air bag 2 can be recovered, meanwhile, the mooring rope 5 is tightened by the first winch wheel 3 and the second winch wheel 4, the wave dissipation frame 1 falls to a designated engineering area of the seabed, after the natural disaster weather is finished, the air bag 2 is inflated again or the air bag 2 is installed, the mooring rope 5 is released by the first winch wheel 3 and the second winch wheel 4, the breakwater reaches the preset submerged water depth, the breakwater can be reused, the installation speed is high, the construction is flexible, and the engineering cost can be saved.
Compared with the prior art, the invention has the beneficial effects that:
(1) the wave dissipation frame 1 adopts an inverted U-shaped frame structure, has simple shape and convenient welding, reduces the whole weight of the breakwater, and simultaneously carries out secondary separation on the wave incident waves transmitted on the surface layer of the water body and at a certain depth under the water;
(2) the waves are transmitted to the breakwater from the open sea, one part of the waves are reflected by the wave dissipation frame 1 and the air bag 2 to dissipate energy, the other part of the waves are interfered by a gap between the wave dissipation frame 1 and the air bag 2 and a gap between the air bag 2 and the air bag 2, the original motion path of the waves is damaged, turbulent water flow is generated, and the action of turbulent energy dissipation is achieved;
(3) because the plurality of air bags 2 are distributed in the wave dissipation frame 1 and part of buoyancy is reserved, even if part of the air bags 2 are damaged, the breakwater cannot sink, and only the damaged air bags 2 need to be replaced, so that the operability is high, the maintenance is simple and convenient, and the risk is controllable;
(4) before extreme natural disaster weather comes, the air bag 2 can be deflated or the air bag 2 can be recovered, meanwhile, the mooring rope 5 is tightened by the first winch wheel 3 and the second winch wheel 4, the wave dissipation frame 1 falls to a designated engineering area on the seabed, after the natural disaster weather is over, the air bag 2 is inflated again or the air bag 2 is installed, the mooring rope 5 is released by the first winch wheel 3 and the second winch wheel 4, the breakwater can be reused, the installation speed is high, the construction is flexible, and the engineering cost can be saved;
(5) the wave absorption effect can be improved by increasing the breakwater lifting by welding according to the on-site wave conditions so as to make up for errors existing in the engineering investigation condition and the actual wave conditions, the overall submerged depth of the breakwater can be adjusted by increasing or decreasing the number of the air bags 2, and the breakwater construction method is high in operability and flexible in construction.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, so that any simple modification, equivalent change and modification made to the above embodiment according to the technical spirit of the present invention will still fall within the scope of the technical solution of the present invention without departing from the content of the technical solution of the present invention.
Claims (8)
1. The utility model provides a novel floating frame breakwater, its characterized in that, is including the wave dissipation frame, the wave dissipation frame is the type of falling U along its length direction's vertical section, the wave dissipation frame is inside to be equipped with a plurality of gasbags along its type of U form, the gasbag level sets up, and adjacent two there is the clearance between the gasbag, be connected with a plurality of anchor devices on the wave dissipation frame, anchor device includes first reel, second reel, hawser and anchoring weight block, first reel sets up on the wave dissipation frame, the second reel sets up on the anchoring weight block, the top and the first reel of hawser are connected, and its bottom is connected with the second reel.
2. The novel floating frame breakwater of claim 1, wherein rectangular trusses are respectively arranged at both ends of the wave dissipation frame in the width direction.
3. The novel floating frame breakwater of claim 2, wherein the wave dissipation frame comprises two side frames and a top frame connecting the two side frames, the side frames are formed by connecting a plurality of first cuboid frames from top to bottom, the top frame is formed by horizontally connecting a plurality of second cuboid frames, and the rectangular truss is respectively connected with the two side frames and the top frame.
4. The novel floating frame breakwater of claim 2, wherein the rectangular truss is formed by sequentially combining and connecting a plurality of first rectangular frames, and two cross-shaped inclined rods are arranged in each first rectangular frame.
5. A novel floating frame breakwater as claimed in claim 3, wherein said first rectangular parallelepiped frame has a length of at least 0.9 times the length of the bladder and a width and height of at least 1.1 times the diameter of the bladder, and said second rectangular parallelepiped frame has a width of 2 times the width of the first rectangular parallelepiped frame and a length and height equal to the length and height of the first rectangular parallelepiped frame, respectively.
6. The novel floating frame breakwater of claim 3, wherein the first rectangular frame is provided with a plurality of second rectangular frames at intervals along the length direction thereof, and the second rectangular frame is provided with a plurality of third rectangular frames at intervals along the length direction thereof.
7. The novel floating frame breakwater of claim 1, wherein each corner of the wave dissipating frame is provided with a reinforcing steel block.
8. The novel floating frame breakwater of claim 1, wherein the bladder is a hollow cylindrical bladder made of rubber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110265758.8A CN112854122A (en) | 2021-03-11 | 2021-03-11 | Novel floating frame breakwater |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202110265758.8A CN112854122A (en) | 2021-03-11 | 2021-03-11 | Novel floating frame breakwater |
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| CN112854122A true CN112854122A (en) | 2021-05-28 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113737714A (en) * | 2021-08-30 | 2021-12-03 | 中交第四航务工程局有限公司 | Construction method of ecological floating breakwater |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113737714A (en) * | 2021-08-30 | 2021-12-03 | 中交第四航务工程局有限公司 | Construction method of ecological floating breakwater |
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