CN204151746U - A kind of floating clipping wall unit and clipping wall group being applicable to marine float - Google Patents
A kind of floating clipping wall unit and clipping wall group being applicable to marine float Download PDFInfo
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- CN204151746U CN204151746U CN201420622514.6U CN201420622514U CN204151746U CN 204151746 U CN204151746 U CN 204151746U CN 201420622514 U CN201420622514 U CN 201420622514U CN 204151746 U CN204151746 U CN 204151746U
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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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
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Abstract
The utility model discloses a kind of the floating clipping wall unit and the clipping wall group that are applicable to marine float, and described clipping wall unit comprises wave suppression arrangement and bottom and is fixed on mooring system on sea bed, and wave suppression arrangement is connected with mooring system.Described clipping wall group is in series or in parallel to form by mooring cable by some clipping wall unit.The utility model clipping wall unit is arranged on water body top layer, farthest can cut down wave energy, by vibrational power flow such as perforate wave absorption panel, wave absorption ball nose, wave resistance sinker chain groups, play breaker further, upset the effect in flow field, effectively reduce kinetic energy and the potential energy of wave.The utility model clipping wall unit intensity is high, stabilized structure, wave dissipation effect are good, is arranged on all sides of marine float, significantly reduces wave to the impact of marine float.
Description
Technical field
The present invention relates to a kind of floating wave absorption technology, particularly a kind of floating clipping wall unit and clipping wall group being applicable to marine float.
Background technology
21 century is the epoch that the mankind march ocean comprehensively, the utilization of marine resources development and the research of protection facility thereof by face one advance by leaps and bounds, flourishing as never before period.In order to tackle marine energy sources development requirement, in the last few years the research boom of " ultra-large type marine float " was swept across both at home and abroad.Ultra-large type marine float can make full use of the buoyancy of ocean, and module is relatively simple, and to the not too many requirement of the depth of water, has excellent economy and safety.Ultra-large type marine float is mainly used in the following aspects: open sea aeroplane field, marine power generation, refuse process and offshore activities military base etc.Countries in the world start to launch the research to ultra-large type marine float based on various countries' marine environment feature, the level of economic development and demand from the late nineteen eighties in last century.
Ultra-large type marine float simple structure, easy to maintenance, but it is subject to the various disturbances such as distinguished and admirable and wave and produces the impact of stability, therefore needs to build the wave suppression arrangement being applicable to marine float.Floating wave suppression arrangement is a kind of moveable, wave absorption structure of adapting to certain wave and depth of water scope.Show according to the research of Wave Theory and test, the concentration of energy of wave, on water body top layer, has concentrated 98% of whole wave energy within the scope of the depth of water of three times of wave height below the water surface.What traditional floating wave suppression arrangement buoyancy tank entered water section limited areal meets corrugated to stop the impact of ripple, reaches the effect of decay water body top layer wave energy.But the wave energy of this kind of refracted wave of ripple that decay is such as dived under water, just can only can be played the effect of decay deep water wave energy by the area being added to water buoyancy tank, and the weight of buoyancy tank can be increased the weight of like this, too increase the fixing risk of mooring system, meanwhile, whole construction costs also can be made to increase severely.
Summary of the invention
For above-mentioned problems of the prior art and deficiency, the present invention devise a kind of wave dissipation effect good, repair easy for installation and the floating clipping wall unit being applicable to marine float that construction costs is low and clipping wall group.
For realizing above-mentioned technical purpose, technical scheme provided by the invention is:
Be applicable to a floating clipping wall unit for marine float, comprise wave suppression arrangement and bottom and be fixed on mooring system on sea bed, wave suppression arrangement is connected with mooring system, it is characterized in that, described wave suppression arrangement comprises water surface wave absorption structure and deep water wave absorption structure:
Described water surface wave absorption structure comprises above water and underwater portion:
Described above water is provided with multistage perforate wave absorption component, described multistage perforate wave absorption component is in protruding domatic, the inside of domatic is provided with support frame structure, on front side of domatic upper domatic for multistage perforate wave absorption component meet corrugated, it is Caused by Sloping Surfaces on rear side of domatic, the left and right sides of domatic is made up of in domatic below one piece or some pieces of vertical plate body enclosings, the upper domatic wave absorption panel tilted by more than one piece straight shape respectively with Caused by Sloping Surfaces is formed, the end face of domatic, namely the domatic wave absorption panel transition and linkage adopting one piece of arc with the junction of Caused by Sloping Surfaces is gone up, described wave absorption panel is along wave to being arranged in order, described wave absorption panel is equipped with the through hole of through plate body upper and lower surface, described water surface wave absorption structure is provided with the outfall of the externally draining be communicated with described through hole,
Described underwater portion is overall or be locally positioned at below the water surface, and the front side of described underwater portion is provided with wave absorption ball nose position;
Described deep water wave absorption structure comprises the invert shape structure position and the wave resistance sinker chain group of pendant below invert shape structure position of hanging down that are arranged on water surface wave absorption structure underwater portion bottom surface.
Above-mentioned wave absorption ball nose position, is namely arranged on the boss that underwater portion meets corrugated, and its shape is equal to the ball nose structure of foremost part of ship with function, effectively can be dispensed into ejected wave.Wave absorption ball nose preferably adopts the structure of inner hollow; The setting of through hole on multistage perforate wave absorption component, can play breaker, upset the effect in flow field, thus reduce the impact force of wave, effectively reduce the kinetic energy of wave; The invert shape structure position of deep water wave absorption structure effectively can reduce the kinetic energy of under-water wave; Wave resistance sinker chain group is moved under wave, reach breaker, upset the effect of flow field, absorption and reduction wave energy, preferably, wave resistance sinker can adopt back taper, material adopts any one in the materials such as stone, pottery or waste and old weight, and the material of connection chain can adopt high-molecular polythene (enlightening Buddhist nun fiber crops) rope etc.; Described support frame structure can be combined by lateral stiffness plate and longitudinal rigid plate and form, and the quantity of rigid slab, specifically can be arranged according to sea situation.
Technique scheme is further improved and comprises:
Be provided with a vertical transition panel between any two wave absorption panels of described multistage perforate wave absorption component, the top of described transition panel is set to circular arc, the upper surface of top two wave absorption panels protruding upward.The setting of transition panel reduce further kinetic energy and the potential energy of wave impact wave absorption panel.
The upper surface of described wave absorption panel is provided with rat, preferably adopts irregular convex shape, to increase the frictional force of seawater and wave absorption panel, plays the effect of wave absorption.
Preferably, above-mentioned wave absorption panel all adopts doubling plate, be provided with the reinforcing vertical with plate body in the cavity up and down between plate body of described doubling plate dull and stereotyped, described reinforcing flat board is made up of orthogonal horizontal stiffener and longitudinal stiffener, and the through hole on wave absorption panel runs through the plate body up and down of doubling plate.
The above water of described water surface wave absorption structure also comprises one and is arranged on pedestal below multistage perforate wave absorption component, described outfall is arranged on the side of pedestal, the upper surface of described pedestal is provided with and through hole drainage hole one to one on wave absorption panel, and described drainage hole is connected with the outfall of pedestal by pipeline.
Sea laps is on water surface wave absorption structure, and part passes through inner row of conduits to both sides outfall from the fluid that multistage perforate wave absorption member through-hole injects, and plays the effect that breaker also reduces kinetic energy of wave and impact force further.Generally, outfall should be arranged on more than the water surface, when making multistage perforate wave absorption component fill water because of draining, still leaves buoyancy.
Further, the described above-water both sides of water surface wave absorption structure are also provided with wave absorption passage, and described wave absorption passage in a tubular form, along wave to setting, plays the effect of second layer wave absorption.Described wave absorption passage be preferably set to along wave to direction tilt at a certain angle.
Further, the underwater portion of described water surface wave absorption structure comprises a rectangular susceptor, described wave absorption ball nose position is arranged on the front side of described pedestal, the invert shape structure position of described deep water wave absorption structure is made up of the arc that protrudes downwards, all sides of described pedestal and upper bottom surface are provided with baffle plate, described arc enclosing is in the below of pedestal, and form the bottom surface of pedestal, the cavity inside that pedestal and arc are encircled into is provided with support frame.
Preferably, described mooring system is the multiple spot scattering anchoring system adopting chiasma type chain disposition, and be connected with two balancing weights be fixed on sea bed respectively by two side chains bottom every root mooring cable, the middle part of mooring cable is configured with block weight.Chiasma type chain disposition shakes motion for head good control action.
The both sides of described wave suppression arrangement are provided with buoyancy tank, effectively increase the width of clipping wall, improve wave absorption performance and the stability of clipping wall of the present invention.Buoyancy tank preferably adopts the solid buoyancy material that buoyancy is larger, can according to sea situation between buoyancy tank and buoyancy tank, and free splicing composition buoyancy unit connects with clipping wall.
Be applicable to a floating clipping wall group for marine float, it is characterized in that, be in series or in parallel to form by mooring cable by some floating clipping walls as above.When specifically arranging, visual harbour situation adjusts the quantity of clipping wall group, the buoyancy size of clipping wall unit and wave resistance sinker chain group closeness etc. further, to reach optimal objective.
Beneficial effect:
The present invention is a kind of floating clipping wall unit and clipping wall group of being applicable to marine float, compared with prior art, have that structural strength is high, good stability, reparation is easy for installation, construction costs is low advantage, and be convenient to according to marine site, sea situation adjustment device parameter, adaptable to environment.The present invention can play good breaker by water surface wave absorption structure and deep water wave absorption structure, upset the effect of flow field and reduction kinetic energy of wave, and clipping wall main body of the present invention is arranged on water body top layer, farthest can cut down wave energy.
Accompanying drawing explanation
Fig. 1 is the structure chart of floating clipping wall unit of the present invention;
Fig. 2 is the structural representation of wave absorption panel of the present invention;
Fig. 3 is the structural representation of double-deck wave absorption panel;
Fig. 4 is the structural representation after rectangular susceptor and invert shape structure position combine;
Fig. 5 is the internal construction schematic diagram of multistage perforate wave absorption component;
Fig. 6 is the pipeline structure schematic diagram of Fig. 5;
Fig. 7 is the top view of the clipping wall unit being provided with buoyancy tank;
Fig. 8 is the schematic diagram of clipping wall group mooring system syndeton;
Fig. 9 is the perspective view of wave absorption ball nose position;
Figure 10 is the structural representation of wave resistance sinker chain group;
Figure 11 is the schematic diagram of pedestal top drilling surface plate;
Figure 12 is the structural representation of clipping wall group one embodiment;
In upper figure, 1, wave absorption ball nose, 2, wave absorption passage, 3, sinker, 4, wave absorption panel, 5, wave absorption panel, 6, transition panel, 7, panel circular hole, 8, longitudinal rigid plate, 9, lateral stiffness plate, 10, irregular rat structure, 11, longitudinal stiffener, 12, horizontal stiffener, 13, double face slab, 14, lateral stiffness plate, 15, longitudinal rigid plate, 16, wave absorption pipeline, 17, mooring cable, 18, block weight, 19, balancing weight, 20, buoyancy tank, 21, invert shape structure position, 22, buoyancy tank anchor chain, 23, connect anchor chain, 24, perforate surface plate, 25, ultra-large type marine float, 26, floating clipping wall unit, 27, connect anchor chain.
Detailed description of the invention
In order to illustrate design scheme of the present invention and technique effect, below in conjunction with drawings and the specific embodiments, the present invention is described further.
Be applicable to a floating clipping wall unit for marine float, as shown in Figure 1, comprise wave suppression arrangement, mooring system and buoyancy unit.
Described wave suppression arrangement comprises water surface wave absorption structure and deep water wave absorption structure, and described water surface wave absorption structure is further divided into again above water and underwater portion.
Described above water comprises following ingredient from top to bottom:
1) multistage perforate wave absorption component;
Described perforate wave absorption structure entirety is in protruding domatic, on it, the domatic wave absorption panel 4 tilted by the straight shape of polylith with Caused by Sloping Surfaces is arranged in order along wave to direction and forms, the top of domatic is a semicircular wave absorption panel 5, described wave absorption panel 4 and wave absorption panel 5 is equipped with the panel circular hole 7 of up/down perforation panel plate body.
Wave absorption panel 4 and the plate face of wave absorption panel 5 outside panel circular hole 7 scope are provided with irregular rat structure 10, increase the kinetic energy that frictional resistance consumes wave, as shown in Figure 2.
A transition panel 6 is provided with, to slow down the impact force that wave absorption panel 4 and wave absorption panel 5 are subject to wave between the wave absorption panel 4 of straight shape or between wave absorption panel 4 and semicircular wave absorption panel 5.Described transition panel 6 is vertically arranged, and the top of transition panel 6 can be set to the circular arcs such as semicircle, upwards emerges the upper surface of wave absorption panel 4 and wave absorption panel 5 in top, and seamlessly transits with the upper surface of two wave absorption panels and be connected.
The side of domatic is provided with one piece or some pieces of vertical plate body enclosings under domatic.
As preferably, above-mentioned wave absorption panel (comprising wave absorption panel 4, wave absorption panel 5) and transition panel 6 all can adopt doubling plate, double face slab 13 as indicated at 3, the reinforcing vertical with plate face is provided with dull and stereotyped between its upper and lower two plate faces, described reinforcing is dull and stereotyped to be made up of with the interconnection of horizontal stiffener 12 longitudinal stiffener 11, as described in Figure 3, and above-mentioned panel all preferably uses the rigid slab of the material such as steel concrete, polyformaldehyde resisting wave impact.
As shown in Figure 5, the inside of described multistage perforate wave absorption component is provided with support frame structure, described support frame structure have lateral stiffness plate 14 and lateral stiffness plate 14 between two vertically arranged longitudinal rigid plate 15 connect and compose.And lateral stiffness plate 14 is at least provided with two pieces described in whole multistage perforate wave absorption component, longitudinal rigid plate 15 at least 3 pieces.The sheet material of described support frame structure preferably adopts steel concrete material.
2) pedestal;
Described multistage perforate wave absorption component is arranged on described pedestal, and the corrugated of meeting of pedestal front end is set to circular arc.Pedestal upper surface is a perforate surface plate 24, be provided with and wave absorption panel top panel circular hole 7 drainage hole one to one, as shown in figure 11, described drainage hole is communicated with the inner wave absorption pipeline 16 of pedestal, the outlet of wave absorption pipeline 16 is outfall, is arranged on the both sides of pedestal.
As shown in Figure 1, wave, behind the space that panel circular hole 7 is consisted of lateral stiffness plate 14 and longitudinal rigid plate 15, flows in the sea through wave absorption pipeline 16.As preferably, the outfall of wave absorption pipeline 16 is preferably arranged on more than sea level, and when water surface wave absorption structure inside is full of seawater, buoyancy still meets the requirements.
3) wave absorption passage;
Described wave absorption passage 2 in a tubular form, is arranged on the left and right sides of described pedestal, the below of wave absorption pipeline 16.Further, wave absorption passage 2 also should along wave to direction inclination certain angle, make wave dissipation effect better.
Described underwater portion comprises a rectangular susceptor and is arranged on the bulge-structure position of wave absorption ball nose 1(pedestal front portion of rectangular susceptor front portion).The curved projection of described wave absorption ball nose 1, when being subject to wave impact, wave absorption ball nose 1 is dispensed into ejected wave under wave, reduces the kinetic energy of wave, and wave can be divided into upper and lower two parts, reach the object of segmentation wave absorption.As preferably, described wave absorption ball nose 1 stretches out certain length forward, and some is more than the water surface, to shunt wave better.Preferred wave absorption ball nose 1 adopts the structure design of inner hollow, makes itself to have certain buoyancy.
Described deep water wave absorption structure comprises an invert shape structure position 21 and wave resistance sinker chain group:
Described domes position 21 is formed to the arc of lower convexity by one, effectively can reduce the kinetic energy of under-water wave.All sides of above-mentioned rectangular susceptor and upper bottom surface are equipped with the baffle plate of plane, and described arc enclosing, in the below of pedestal, forms the bottom surface of rectangular susceptor.The cavity inside that pedestal and arc are encircled into also is provided with the support frame structure be made up of longitudinal rigid plate 8 and lateral stiffness plate 9, as shown in Figure 4.
As shown in Figure 1, Figure 10 shows, described wave resistance sinker chain group combines form by connecting anchor chain 23 and sinker 3, many groups sinker 3 hangs down pendant in the below at described domes position 21 by connecting anchor chain 23, and each sinker 3 at least links anchor chain with two is connected, and makes its structure more firm.Sinker 3 can adopt in stone, pottery or waste and old weight any one make, connect anchor chain 23 and can adopt high-molecular polythene rope.
Described buoyancy unit is made up of buoyancy tank anchor chain 22 and buoyancy tank 20, and as shown in Figure 7, Figure 8, buoyancy tank 20 preferably adopts the buoyancy material that buoyancy is larger, as solid buoyancy material.And buoyancy unit should leave reserved buoyancy, even if make the part of more than the wave suppression arrangement water surface all intake, wave suppression arrangement is also unlikely to sink.The left and right sides being distributed in wave suppression arrangement of many groups buoyancy tank 20 symmetry, and the top of buoyancy tank is positioned at the below of wave absorption passage 2.
Described mooring system is made up of mooring cable 17, block weight 18 and balancing weight 19, is symmetrically distributed in the below of wave suppression arrangement.As preferably, the multiple spot scattering anchoring system adopting crossed anchor to shape in the present embodiment, as shown in Figure 8, described mooring cable 17 such as figure intersects, and the bottom of mooring cable 17 is separately fixed on two pieces of balancing weights 19 by two sections of side chains.The material of described mooring cable 17 preferably adopts the one in polyester rope or wire rope, described piece of weight 18 to be the one of stone or metal material, and shape is cuboid or cylinder.
Described piece of weight 18 counterweight is at the middle part of mooring cable 17, and the quality and quantity of block weight is is rationally increased and decreased depending on actual conditions, utilize the gravity of block weight 18 and mooring cable 17 itself, make bottom mooring cable 17 one section to be laid on sea bed, for mooring cable 17 provides restoring force.As preferably, mooring system of the present invention, also can adopt the mooring system of anchor chain and wire rope combination, anchor chain arranges one section in the one end close to seabed, and upper end wire rope is arranged, so not only can save cost but also can meet anchoring requirement.
Be applicable to a floating clipping wall group for marine float, be in series or in parallel to form by mooring cable by multiple floating clipping wall unit.
For Figure 12, multiple each clipping wall unit 26 is connected in a row by mooring cable 27, and many row's clipping wall groups are centered around the surrounding of ultra-large type marine float 25, are arranged in distance marine float hundreds of rice.Each clipping wall unit 26 height is above water set to a-hundred-year maximum wave height, and length is about 20 meters, and width is about 8 meters, and total drinking water is about about 7 meters.
If when the side of marine float is provided with some row's clipping wall groups, the clipping wall unit in front and rear row clipping wall group is staggeredly arranged, as shown in figure 12, when being subject to wave action, can segmentation wave absorption, and reduce wave to the impact of ultra-large type marine float.
The each component locations described in the present invention is at " on the water surface ", " under the water surface ", it is the description under current remain on a certain steady state, those skilled in the art can understand, and the relative position between each parts and the water surface can change in actual practice.
More than show and describe general principle of the present invention, principal character and advantage of the present invention.The technician of the industry should understand, the present invention is not restricted to the described embodiments, what describe in above-described embodiment and manual just illustrates principle of the present invention, and without departing from the spirit and scope of the present invention, the present invention also has various changes and modifications.Application claims protection domain is defined by appending claims, manual and equivalent thereof.
Claims (10)
1. be applicable to a floating clipping wall unit for marine float, comprise wave suppression arrangement and bottom and be fixed on mooring system on sea bed, wave suppression arrangement is connected with mooring system, it is characterized in that, described wave suppression arrangement is provided with water surface wave absorption structure and deep water wave absorption structure:
Described water surface wave absorption structure comprises above water and underwater portion:
Described above water is provided with multistage perforate wave absorption component, described multistage perforate wave absorption component is in protruding domatic, the inside of domatic is provided with support frame structure, on front side of domatic upper domatic for multistage perforate wave absorption component meet corrugated, it is Caused by Sloping Surfaces on rear side of domatic, the left and right sides of domatic is made up of in domatic below one piece or some pieces of vertical plate body enclosings, described domatic, the wave absorption panel that Caused by Sloping Surfaces is tilted by more than one piece straight shape is respectively formed, the end face of domatic, namely the domatic wave absorption panel transition and linkage adopting one piece of arc with the junction of Caused by Sloping Surfaces is gone up, described wave absorption panel is along wave to being arranged in order, described wave absorption panel is equipped with the through hole of through plate body upper and lower surface, described water surface wave absorption structure is provided with the outfall of the externally draining be communicated with described through hole,
Described underwater portion is overall or be locally positioned at below the water surface, and the front side of described underwater portion is provided with wave absorption ball nose position;
Described deep water wave absorption structure comprises the invert shape structure position and the wave resistance sinker chain group of pendant below invert shape structure position of hanging down that are arranged on water surface wave absorption structure underwater portion bottom surface.
2. a kind of floating clipping wall unit being applicable to marine float according to claim 1, is characterized in that:
Be equipped with a vertical transition panel between any two wave absorption panels of described multistage perforate wave absorption component, the top of described transition panel is set to circular arc, the upper surface of top two wave absorption panels protruding upward.
3. a kind of floating clipping wall unit being applicable to marine float according to claim 1, is characterized in that:
The upper surface of described wave absorption panel is provided with the rat increasing seawater and panel frictional force.
4. a kind of floating clipping wall unit being applicable to marine float according to claim arbitrary in claim 1-3, is characterized in that:
Above-mentioned wave absorption panel is doubling plate, it is dull and stereotyped that cavity between the upper and lower plate body of described doubling plate is provided with the reinforcing vertical with plate body, described reinforcing flat board is made up of orthogonal horizontal stiffener and longitudinal stiffener, and the through hole on wave absorption panel runs through the plate body up and down of doubling plate.
5. a kind of floating clipping wall unit being applicable to marine float according to claim 1, is characterized in that:
The above water of described water surface wave absorption structure also comprises one and is arranged on pedestal below multistage perforate wave absorption component, described outfall is arranged on the side of pedestal, the upper surface of described pedestal is provided with and through hole drainage hole one to one on wave absorption panel, and described drainage hole is connected with the outfall of pedestal by pipeline.
6. a kind of floating clipping wall unit being applicable to marine float according to claim 1, is characterized in that:
The described above-water both sides of water surface wave absorption structure are also provided with wave absorption passage, described wave absorption passage in a tubular form, along wave to setting.
7. a kind of floating clipping wall unit being applicable to marine float according to claim 1, is characterized in that:
The underwater portion of described water surface wave absorption structure comprises a rectangular susceptor, described wave absorption ball nose position is arranged on the front side of described pedestal, the invert shape structure position of described deep water wave absorption structure is made up of the arc that protrudes downwards, all sides of described pedestal and upper bottom surface are provided with baffle plate, described arc enclosing is in the below of pedestal, form the bottom surface of pedestal, the cavity inside that pedestal and arc are encircled into is provided with support frame.
8. a kind of floating clipping wall unit being applicable to marine float according to claim 1, is characterized in that:
Described mooring system is the multiple spot scattering anchoring system adopting chiasma type chain disposition, is connected respectively, is configured with block weight in the middle part of mooring cable bottom every root mooring cable by two side chains with two balancing weights be fixed on sea bed.
9. a kind of floating clipping wall unit being applicable to marine float according to claim 1, is characterized in that:
The both sides of described wave suppression arrangement are provided with buoyancy tank.
10. be applicable to a floating clipping wall group for marine float, it is characterized in that, be in series or in parallel to form by mooring cable by some floating clipping wall unit as described in claim arbitrary in claim 1-3,5-9.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420622514.6U CN204151746U (en) | 2014-10-27 | 2014-10-27 | A kind of floating clipping wall unit and clipping wall group being applicable to marine float |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420622514.6U CN204151746U (en) | 2014-10-27 | 2014-10-27 | A kind of floating clipping wall unit and clipping wall group being applicable to marine float |
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| CN204151746U true CN204151746U (en) | 2015-02-11 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358233A (en) * | 2014-10-27 | 2015-02-18 | 江苏海事职业技术学院 | Floated wave-absorbing wall unit and wave-absorbing wall group suitable for offshore floating body |
| CN106012959A (en) * | 2016-07-08 | 2016-10-12 | 大连理工大学 | Perpendicular guide pile type floating breakwater with local permeable structures |
| CN106337390A (en) * | 2015-07-17 | 2017-01-18 | 朱剑方 | Wave attenuating bag |
| CN106638505A (en) * | 2016-12-26 | 2017-05-10 | 扬州大学 | Embankment energy dissipation structure with water tank |
| CN106918443A (en) * | 2017-02-22 | 2017-07-04 | 哈尔滨工程大学 | A kind of ship model test towing tank aids in wave absorber |
| CN107453689A (en) * | 2016-05-10 | 2017-12-08 | 宿州诺亚坚舟光伏科技有限公司 | A kind of modularization floatation type photovoltaic array |
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2014
- 2014-10-27 CN CN201420622514.6U patent/CN204151746U/en not_active Withdrawn - After Issue
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358233A (en) * | 2014-10-27 | 2015-02-18 | 江苏海事职业技术学院 | Floated wave-absorbing wall unit and wave-absorbing wall group suitable for offshore floating body |
| CN106337390A (en) * | 2015-07-17 | 2017-01-18 | 朱剑方 | Wave attenuating bag |
| CN107453689A (en) * | 2016-05-10 | 2017-12-08 | 宿州诺亚坚舟光伏科技有限公司 | A kind of modularization floatation type photovoltaic array |
| CN107453689B (en) * | 2016-05-10 | 2023-09-26 | 宿州诺亚坚舟光伏科技有限公司 | Modular floating type photovoltaic array |
| CN106012959A (en) * | 2016-07-08 | 2016-10-12 | 大连理工大学 | Perpendicular guide pile type floating breakwater with local permeable structures |
| CN106012959B (en) * | 2016-07-08 | 2018-06-15 | 大连理工大学 | A kind of vertical guide pile formula partially with hollow structure floats breakwater |
| CN106638505A (en) * | 2016-12-26 | 2017-05-10 | 扬州大学 | Embankment energy dissipation structure with water tank |
| CN106918443A (en) * | 2017-02-22 | 2017-07-04 | 哈尔滨工程大学 | A kind of ship model test towing tank aids in wave absorber |
| CN106918443B (en) * | 2017-02-22 | 2019-05-21 | 哈尔滨工程大学 | A kind of ship model test towing tank auxiliary wave absorber |
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