CN107380353A - Anchor structure and apply its floatation type communication relay tower - Google Patents
Anchor structure and apply its floatation type communication relay tower Download PDFInfo
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- CN107380353A CN107380353A CN201710793505.1A CN201710793505A CN107380353A CN 107380353 A CN107380353 A CN 107380353A CN 201710793505 A CN201710793505 A CN 201710793505A CN 107380353 A CN107380353 A CN 107380353A
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- floating plate
- type communication
- communication relay
- plate body
- floatation type
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- 238000004891 communication Methods 0.000 title claims abstract description 70
- 238000000926 separation method Methods 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 9
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 239000004568 cement Substances 0.000 claims description 5
- 239000006260 foam Substances 0.000 claims description 5
- 239000004033 plastic Substances 0.000 claims description 5
- 229920003023 plastic Polymers 0.000 claims description 5
- 239000000919 ceramic Substances 0.000 claims description 4
- ZZUFCTLCJUWOSV-UHFFFAOYSA-N furosemide Chemical compound C1=C(Cl)C(S(=O)(=O)N)=CC(C(O)=O)=C1NCC1=CC=CO1 ZZUFCTLCJUWOSV-UHFFFAOYSA-N 0.000 claims description 4
- 229910001220 stainless steel Inorganic materials 0.000 claims description 4
- 239000010935 stainless steel Substances 0.000 claims description 4
- 230000000903 blocking effect Effects 0.000 claims description 3
- 230000005611 electricity Effects 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 5
- 239000011150 reinforced concrete Substances 0.000 description 5
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- 239000013535 sea water Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 229920000049 Carbon (fiber) Polymers 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 3
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- 238000005516 engineering process Methods 0.000 description 3
- 239000011521 glass Substances 0.000 description 3
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000002596 correlated effect Effects 0.000 description 2
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- 208000035126 Facies Diseases 0.000 description 1
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B22/00—Buoys
- B63B22/24—Buoys container type, i.e. having provision for the storage of material
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B22/00—Buoys
- B63B22/04—Fixations or other anchoring arrangements
-
- H—ELECTRICITY
- H04—ELECTRIC COMMUNICATION TECHNIQUE
- H04B—TRANSMISSION
- H04B7/00—Radio transmission systems, i.e. using radiation field
- H04B7/14—Relay systems
Abstract
The present invention discloses a kind of anchor structure and applies its floatation type communication relay tower, is related to maritime wireless communication trunking technical field, and to solve the crank of existing floatation type communication relay tower, anti-typhoon capacity is poor, the limited technical problem of service life.Anchor structure of the present invention, including：Anchor body, anchor body are hexagonal prism, and the diameter of hexagonal prism and highly identical；Each side of the anchor structure of hexagonal prism is equipped with the vee axially extended, and vee is used to block silt.
Description
Technical field
The present invention relates to maritime wireless communication trunking technical field, more particularly to a kind of anchor structure and apply its drift
Floating communication relay tower.
Background technology
China is located in Pacific Ocean west bank, the sq-km of coastal ocean industry water surface area more than 300 ten thousand, and coastline is up to 1.8
Ten thousand kms, island of the area more than 500 square metres have more than 6500, and the agent that China is engaged in ocean industry is about more than 400 ten thousand
People.But Marine Natural Disaster and casualty happen occasionally for a long time, radio communication is that ship at sea uniquely communicates
Get in touch with Means of Ensuring.Marine radio communication and the safety of life and property of marine practitioner are closely bound up.Navigate offshore sea waters
Because apart from base station, farther out, signal fadeout is serious, subregion belongs to weak signal area or coverage hole, radio communication quality in road
Difference.
In order to solve the above problems, a kind of coastal waters floatation type communication relay tower is had pointed out at present, it is therefore an objective to can be stablized and be floated
Float across the sea, radio communication provides reliable relaying between the ship and ship of offshore navigation, between ship and land.
Specifically, floatation type communication relay tower of the prior art mainly includes：Butterfly-shaped disk, namely floating plate, this is butterfly-shaped
The center of disk is provided with the second column, and the top of the second column is connected with the bottom of first paragraph hollow cylinder, second segment column
Bottom is connected with the 3rd section of Reinforced Concrete Circular Cylinder, and the top of first paragraph hollow cylinder is provided with reception and transmitting antenna；3rd section
The bottom of Reinforced Concrete Circular Cylinder is provided with anchor line retainer ring, and the anchor line retainer ring is connected using nylon anchor line and reinforced concrete anchors
Connect.Further, the bottom of first paragraph hollow cylinder is provided with battery, Electronic Circuit of Communication and communication controler, i.e., related
Communication equipment is placed on the top of butterfly-shaped disk；In addition, above-mentioned butterfly-shaped disk is made up of fiber-reinforced plastic (being commonly called as fiberglass),
So as to which the diameter of butterfly-shaped disk usually requires control at 32 meters.
However, present inventor has found, in existing floatation type communication relay tower, because reinforced concrete anchors are usually
Plate anchor, therefore easily cause the crank of floatation type communication relay tower, anti-typhoon capacity is poor, and service life is limited.
The content of the invention
It is an object of the invention to provide a kind of anchor structure and its floatation type communication relay tower is applied, it is existing to solve
The crank of floatation type communication relay tower, anti-typhoon capacity is poor, the limited technical problem of service life.
The present invention provides a kind of anchor structure, including：Anchor body, the anchor body are hexagonal prism, and the hexagonal prism
Diameter and highly identical；Each side of the anchor structure of hexagonal prism is equipped with the vee axially extended,
The vee is used to block silt.
Wherein, the vee is located at center setting.
Relative to prior art, anchor structure of the present invention has the advantage that：
In anchor structure provided by the invention, including：Anchor body, the anchor body are hexagonal prism, and the diameter of hexagonal prism
It is highly identical；Each side of the anchor structure of hexagonal prism is equipped with the vee axially extended, and the triangle
Breach is used to block silt.Thus analysis is understood, in anchor structure provided by the invention, because the anchor structure can be (to weigh 500
Ton) hexagonal prism, and the diameter of the hexagonal prism and highly preferred to be identical, in each side of the anchor structure of hexagonal prism
The vee axially extended is equipped with, so as to play a part of blocking silt well by the vee, is entered
And preferably play a part of firm floatation type communication relay tower, its wind loading rating is improved, extends its service life；Together
When, the anchor structure of hexagonal prism can be made up of reinforced concrete structure, to play abrasionproof effect well.
The present invention also provides a kind of floatation type communication relay tower, including：Anchor structure as described above；Also include：Floating plate,
The top side of the floating plate is provided with pylon, and the bottom side of the floating plate is provided with underwater platform.
During practical application, the floating plate includes：Floating plate body, the floating plate body is discoid, and the floating plate body
By cement production systD；The first separation and the second separation being distributed up and down are provided with the floating plate body；First separation by positioned at
The holding bay of central area and the filling pod set around the holding bay are formed, and the holding bay is set for placing communication
It is standby, it is filled with foams plastic material in the filling pod and second separation.
Wherein, the edge of the downside surface of the floating plate body is set for chamfering, and is embedded with stainless steel at the chamfering
Abrasionproof hawser.
Specifically, the fringe region of the uper side surface of the floating plate body is to be downwardly inclined setting.
Further, the uper side surface of the floating plate body is covered with ceramic tile and solar panel.
During practical application, the centre of the floating plate body offers polygon-octagonal hole, and the polygon-octagonal hole has been used to put
The anchor structure and underwater kit.
Wherein, more bar keels are radially provided with the floating plate body, and a plurality of keel are along the floating plate body
Circumference be uniformly distributed；Drainage is offered on the keel.
Specifically, the outer ring of the floating plate body along its it is circumferentially-spaced be provided with multiple breach, and each breach is located at
Between two keel；The both sides of the breach are provided with electromagnet, and the electromagnet is used to after being powered hold ship；It is described
The both sides of breach are additionally provided with rubber buffer and charging electrode, and the charging electrode is used to charge to the ship.
The floatation type communication relay tower is same relative to Dominant Facies possessed by prior art with above-mentioned anchor structure, herein not
Repeat again.
In addition, in floatation type communication relay tower provided by the invention, because floating plate body is by cement production systD, therefore it is more existing
Glass steel material in technology is compared, and diameter can be controlled at 64 meters, so as to substantially increase the volume of floating plate and stability；By
In being provided with the first separation and the second separation that are distributed up and down in floating plate body, and the first separation is by the holding bay positioned at central area
It can be used in placing communication equipment, therefore correlated communication equipment be placed on top more in the prior art and compared, can effectively drop
The center of gravity of low floatation type communication relay tower, so as to further improve its stability, and then improve in floating plate and floatation type communication
After the wind loading rating of tower；Further, since foams plastic material is filled with filling pod and the second separation around holding bay, therefore
All-sealed structure can be realized, prevents seawater from entering, so as to effectively improve the service life of floating plate and floatation type communication relay tower.
Brief description of the drawings
, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical scheme of the prior art
The required accompanying drawing used is briefly described in embodiment or description of the prior art, it should be apparent that, in describing below
Accompanying drawing is some embodiments of the present invention, for those of ordinary skill in the art, before creative work is not paid
Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the dimensional structure diagram of anchor structure provided in an embodiment of the present invention；
Fig. 2 is the overlooking the structure diagram of anchor structure provided in an embodiment of the present invention；
Fig. 3 is the dimensional structure diagram of floating plate in floatation type communication relay tower provided in an embodiment of the present invention；
Fig. 4 is the overlooking the structure diagram of floating plate in floatation type communication relay tower provided in an embodiment of the present invention；
Fig. 5 is the side structure schematic view of floating plate in floatation type communication relay tower provided in an embodiment of the present invention；
Fig. 6 is the mplifying structure schematic diagram of encircled in Fig. 4.
In figure：01- anchor bodies；011- vees；1- floating plate bodies；11- polygon-octagonals hole；12- breach.
Embodiment
Technical scheme is clearly and completely described below in conjunction with accompanying drawing, it is clear that described implementation
Example is part of the embodiment of the present invention, rather than whole embodiments.Based on the embodiment in the present invention, ordinary skill
The every other embodiment that personnel are obtained under the premise of creative work is not made, belongs to the scope of protection of the invention.
In the description of the invention, it is necessary to explanation, term " " center ", " on ", " under ", "left", "right", " vertical ",
The orientation or position relationship of the instruction such as " level ", " interior ", " outer " be based on orientation shown in the drawings or position relationship, merely to
Be easy to the description present invention and simplify description, rather than instruction or imply signified device or element must have specific orientation,
With specific azimuth configuration and operation, therefore it is not considered as limiting the invention.In addition, term " first ", " second ",
" the 3rd " is only used for describing purpose, and it is not intended that instruction or hint relative importance.
In the description of the invention, it is necessary to illustrate, unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or be integrally connected；Can
To be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected by intermediary, can be with
It is the connection of two element internals.For the ordinary skill in the art, it can understand that above-mentioned term exists with concrete condition
Concrete meaning in the present invention.
Fig. 1 is the dimensional structure diagram of anchor structure provided in an embodiment of the present invention；Fig. 2 is provided in an embodiment of the present invention
The overlooking the structure diagram of anchor structure.
As depicted in figs. 1 and 2, the embodiment of the present invention provides a kind of anchor structure, including：Anchor body 01, anchor body 01 are six
Prism, and the diameter of hexagonal prism and highly identical；Each side of the anchor structure of hexagonal prism, which is equipped with, to be axially extended
Vee 011, vee 011 be used for block silt.
Relative to prior art, the anchor structure described in the embodiment of the present invention has the advantage that：
In anchor structure provided in an embodiment of the present invention, as depicted in figs. 1 and 2, including：Anchor body 01, the anchor body 01 are
Hexagonal prism, and the diameter of hexagonal prism and highly identical；Each side of the anchor structure of hexagonal prism is equipped with prolongs vertically
The vee 011 stretched, and the vee 011 is used to block silt.Thus analysis is understood, the embodiment of the present invention provides
Anchor structure in, because the anchor structure can be (weighing 500 tons) hexagonal prism, and the diameter of the hexagonal prism and highly excellent
Elect as identical, the vee 011 axially extended is equipped with each side of the anchor structure of hexagonal prism, so as to pass through
The vee 011 plays a part of blocking silt well, and then preferably plays firm floatation type communication relay tower
Effect, improves its wind loading rating, extends its service life；Meanwhile the anchor structure of hexagonal prism can be by armored concrete
Structure is made, to play abrasionproof effect well.
Wherein, as depicted in figs. 1 and 2, above-mentioned vee 011 can be preferably located at center setting.
The embodiment of the present invention also provides a kind of floatation type communication relay tower, including：Anchor structure as described above；Also wrap
Include：Floating plate, the top side of the floating plate are provided with pylon, and the bottom side of floating plate is provided with underwater platform.
Fig. 3 is the dimensional structure diagram of floating plate in floatation type communication relay tower provided in an embodiment of the present invention；Fig. 4 is this
The overlooking the structure diagram of floating plate in the floatation type communication relay tower that inventive embodiments provide；Fig. 5 provides for the embodiment of the present invention
Floatation type communication relay tower in floating plate side structure schematic view；Fig. 6 is the mplifying structure schematic diagram of encircled in Fig. 4.
In floatation type communication relay tower provided in an embodiment of the present invention, as shown in figures 3 to 6, above-mentioned floating plate can include：
Floating plate body 1, the floating plate body 1 is discoid, and floating plate body 1 is by cement production systD；It is provided with what is be distributed up and down in floating plate body 1
First separation and the second separation；Wherein, the first separation is filled out by the holding bay positioned at central area and around what holding bay was set
Cabin composition is filled, holding bay is used to place communication equipment, and foams plastic material is filled with filling pod and the second separation.Thus analyze
Understand, in floatation type communication relay tower provided in an embodiment of the present invention, because floating plate body 1 is by cement production systD, therefore it is more existing
Glass steel material in technology is compared, and diameter can be controlled at 64 meters, so as to substantially increase the volume of floating plate and stability；By
It is interior provided with the first separation and the second separation that are distributed up and down in floating plate body 1, and the first separation is by the storage positioned at central area
Cabin can be used in placing communication equipment, therefore correlated communication equipment is placed on into top more in the prior art and compared, can be effective
The center of gravity of floatation type communication relay tower is reduced, so as to further improve its stability, and then improves floating plate and floatation type communication
The wind loading rating of repeater tower；Further, since foams plastic material is filled with filling pod and the second separation around holding bay, because
This can realize all-sealed structure, prevent seawater from entering, so as to effectively improve the use longevity of floating plate and floatation type communication relay tower
Life.
Wherein, as shown in figure 5, in floatation type communication relay tower provided in an embodiment of the present invention, under above-mentioned floating plate body 1
The edge of side surface can be that chamfering sets (arrow is signified in such as Fig. 5), and stainless steel abrasionproof cable can be embedded with the chamfering
Rope, effectively floating plate is prevented so as to effectively improve the hardness of floating plate body 1 by stainless steel abrasionproof hawser, and then be set by chamfering
Body 1 occurs to touch bank phenomenon.
Specifically, in floatation type communication relay tower provided in an embodiment of the present invention, the uper side surface of above-mentioned floating plate body 1
Fringe region can be to be downwardly inclined setting, so that after seawater soaks upper floating plate body 1, can be by being obliquely installed again successfully
Flow into marine, avoid soaking for a long time on floating plate body 1, influence its use.
Herein it should be added that, it is above-mentioned discoid in floatation type communication relay tower provided in an embodiment of the present invention
Floating plate body 1 diameter can be 64 meters, disk thickness can be 5 meters, outer ring bottom can be provided with 45 degree stupefied 1 meter, away from outer
It can start to tilt 1 meter at along 16 meters；Also, outer ring can high 3 meters of settings.
Further, in floatation type communication relay tower provided in an embodiment of the present invention, the uper side surface of above-mentioned floating plate body 1
Ceramic tile and solar panel can also be covered with.Specifically, porcelain can be posted along at 1 meter on above and below the waterline of outer surface
Brick, its corner angle can be embedded in mould；Also, the specification of ceramic tile can be 250mm*250mm, spacing 10mm.
It is as shown in Figure 3 and Figure 4, above-mentioned floating in floatation type communication relay tower provided in an embodiment of the present invention during practical application
The centre of disk body 1 can offer polygon-octagonal hole 11, and anchor structure is stated so as to play to put by the polygon-octagonal hole 11
With the effect of underwater kit.Wherein, the aperture in above-mentioned polygon-octagonal hole 11 can be 8 meters.
Wherein, radially can be with above-mentioned floating plate body 1 in floatation type communication relay tower provided in an embodiment of the present invention
Provided with more bar keels, and more bar keels can be preferably to be uniformly distributed along the circumference of floating plate body 1；I.e. above-mentioned keel can be hair
Penetrate shape wall, above it is thick 0.5 meter, thick 0.4 meter, middle transverse slat is thick 0.3 meter below, inner ring is thick 1 meter, outer ring is thick 2.5 meters, Qi Tazhong
Between erect 0.3 meter of wall thickness.In addition, drainage can be offered on above-mentioned keel, so as to which emptying can also be played by the drainage
The effect of seawater on floating plate body 1.Specifically, above-mentioned drainage can be square water road, and the position that intakes can be opened in
In centre bore.
Specifically, as shown in Fig. 3 and Fig. 4 combinations Fig. 6, in floatation type communication relay tower provided in an embodiment of the present invention, on
State floating plate body 1 outer ring can along its it is circumferentially-spaced be provided with multiple breach 12, and each breach 12 can be located at two it is above-mentioned
Between keel；The both sides of the breach 12 can be provided with electromagnet, so as to be used to hold ship after being powered by electromagnet；And
And the both sides of above-mentioned breach 12 are also provided with rubber buffer and charging electrode, so as to be used for by charging electrode to ship
Charged.
When actual production manufactures, as shown in Fig. 3 and Fig. 4 combinations Fig. 6, floatation type communication relay provided in an embodiment of the present invention
In tower, above-mentioned breach 12 can be provided with 8, and the opening of each breach 12 can be 60 degree, so as to preferably be coincide with ship.
Further, in floatation type communication relay tower provided in an embodiment of the present invention, the downside of above-mentioned floating plate body 1 can
Rudder is fixed to be arranged with two inverted trapezoidals, so as to be efficiently used for preventing above-mentioned floating plate body 1 from sending out by the fixation rudder
Raw rotation；Specifically, the size that the inverted trapezoidal fixes rudder can be 4*1*0.4 rice, and material can be armored concrete.
Further, in floatation type communication relay tower provided in an embodiment of the present invention, the periphery of above-mentioned floating plate body 1 can
Provided with fibre optical sensor, so as to be used to monitor whether floating plate body 1 has crack or water inlet phenomenon by the fibre optical sensor, to enter
And ensure the normal use of floating plate well.
In addition, in floatation type communication relay tower provided in an embodiment of the present invention, above-mentioned pylon can be hexagon, and base is straight
Footpath can be 16 meters, and top diameter can be 4 meters；Also, the pylon can be added carbon fiber pipe and glass steel ball by glass fibre
It is barricaded as, pipe range can be 10 meters, have hangnail and insert in the hole of ball.
Or, above-mentioned pylon can also be carbon fiber tripod, and every can be that pin grows 6 meters.Further, it is also possible to provided with 3
Individual hoist engine, and have automatically controlled hawser locking.
Specifically, in floatation type communication relay tower provided in an embodiment of the present invention, above-mentioned underwater platform can be carbon fiber
The underwater platform of material.
Also, in floatation type communication relay tower provided in an embodiment of the present invention, it is also provided with 4 battery compartments, 4 bavins
Oil stock storehouse, 2 diesel-driven generators, 2 high powered water pumps；Side is provided with 8 discharge outlet, for promoting, and is provided with 8 above high
Pressure hydraulic giant is used to drive birds etc..
In practical application, in floatation type communication relay tower provided in an embodiment of the present invention, temporary shelter storehouse is also provided with,
People can be lived inside it, is used for the act of rescue.
Anchor structure provided in an embodiment of the present invention and apply its floatation type communication relay tower, 12-15 can be effective against
Level typhoon, and service life is up to 75 years.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God any modification, equivalent substitution and improvements made etc., should be included in the scope of the protection with principle.
Claims (10)
- A kind of 1. anchor structure, it is characterised in that including：Anchor body, the anchor body are hexagonal prism, and the hexagonal prism Diameter and highly identical；Each side of the anchor structure of hexagonal prism is equipped with the vee axially extended, the vee For blocking silt.
- 2. anchor structure according to claim 1, it is characterised in that the vee is located at center setting.
- A kind of 3. floatation type communication relay tower, it is characterised in that including：Anchor structure as described in above-mentioned claim 1 or 2；Also include：Floating plate, the top side of the floating plate are provided with pylon, and the bottom side of the floating plate is provided with underwater platform.
- 4. floatation type communication relay tower according to claim 3, it is characterised in that the floating plate includes：Floating plate body, institute Floating plate body is stated to be discoid, and the floating plate body is by cement production systD；The first separation and the second separation being distributed up and down are provided with the floating plate body；First separation is by positioned at central area Holding bay and around the holding bay set filling pod form, the holding bay be used for place communication equipment, it is described to fill out Fill in cabin and second separation and be filled with foams plastic material.
- 5. floatation type communication relay tower according to claim 4, it is characterised in that the downside surface of the floating plate body Edge is set for chamfering, and stainless steel abrasionproof hawser is embedded with the chamfering.
- 6. the floatation type communication relay tower according to claim 4 or 5, it is characterised in that the upside table of the floating plate body The fringe region in face is to be downwardly inclined setting.
- 7. floatation type communication relay tower according to claim 6, it is characterised in that the uper side surface patch of the floating plate body It is covered with ceramic tile and solar panel.
- 8. floatation type communication relay tower according to claim 3, it is characterised in that the centre of the floating plate body offers Polygon-octagonal hole, the polygon-octagonal hole have been used to put the anchor structure and underwater kit.
- 9. the floatation type communication relay tower according to claim 3 or 8, it is characterised in that along its footpath on the floating plate body To provided with more bar keels, and circumference of a plurality of keel along the floating plate body is uniformly distributed；Drainage is offered on the keel.
- 10. floatation type communication relay tower according to claim 9, it is characterised in that the outer ring of the floating plate body along its It is circumferentially-spaced to be provided with multiple breach, and each breach is between two keel；The both sides of the breach are provided with electromagnet, and the electromagnet is used to after being powered hold ship；The both sides of the breach are additionally provided with rubber buffer and charging electrode, and the charging electrode is used to fill the ship Electricity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710793505.1A CN107380353A (en) | 2017-09-05 | 2017-09-05 | Anchor structure and apply its floatation type communication relay tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710793505.1A CN107380353A (en) | 2017-09-05 | 2017-09-05 | Anchor structure and apply its floatation type communication relay tower |
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|---|---|
| CN107380353A true CN107380353A (en) | 2017-11-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710793505.1A Pending CN107380353A (en) | 2017-09-05 | 2017-09-05 | Anchor structure and apply its floatation type communication relay tower |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113460237A (en) * | 2021-07-26 | 2021-10-01 | 交通运输部南海航海保障中心海口航标处 | Navigation mark with unmanned function of cruising |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05319370A (en) * | 1992-05-20 | 1993-12-03 | Mitsubishi Heavy Ind Ltd | Array type mooring foundation for ocean mooring structure |
| US20060215019A1 (en) * | 2001-03-29 | 2006-09-28 | Michael Harper | Monitoring buoy system |
| JP3854984B1 (en) * | 2006-03-24 | 2006-12-06 | 道南漁業資材株式会社 | Buoy and marine environment monitoring system using this buoy |
| JP2007186028A (en) * | 2006-01-12 | 2007-07-26 | Zeni Lite Buoy Co Ltd | Wave surface following type elevation/floating structure |
| JP2012071653A (en) * | 2010-09-28 | 2012-04-12 | Jvc Kenwood Corp | Drifting buoy |
| CN102975823A (en) * | 2012-12-29 | 2013-03-20 | 沈阳玄同科技有限公司 | Offshore floating type communication relay tower |
| CN103112550A (en) * | 2013-03-08 | 2013-05-22 | 中国船舶重工集团公司第七○二研究所 | Abysmal sea communication relay buoy |
| CN203652071U (en) * | 2013-12-03 | 2014-06-18 | 长江航道测量中心 | Waterproof and windproof flow direction observation buoy |
| US8943992B1 (en) * | 2013-06-27 | 2015-02-03 | The United States Of America As Represented By The Secretary Of The Navy | Remote autonomous replenishment buoy for sea surface craft |
| CN207141322U (en) * | 2017-09-05 | 2018-03-27 | 任勇 | Anchor structure and apply its floatation type communication relay tower |
-
2017
- 2017-09-05 CN CN201710793505.1A patent/CN107380353A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05319370A (en) * | 1992-05-20 | 1993-12-03 | Mitsubishi Heavy Ind Ltd | Array type mooring foundation for ocean mooring structure |
| US20060215019A1 (en) * | 2001-03-29 | 2006-09-28 | Michael Harper | Monitoring buoy system |
| JP2007186028A (en) * | 2006-01-12 | 2007-07-26 | Zeni Lite Buoy Co Ltd | Wave surface following type elevation/floating structure |
| JP3854984B1 (en) * | 2006-03-24 | 2006-12-06 | 道南漁業資材株式会社 | Buoy and marine environment monitoring system using this buoy |
| JP2012071653A (en) * | 2010-09-28 | 2012-04-12 | Jvc Kenwood Corp | Drifting buoy |
| CN102975823A (en) * | 2012-12-29 | 2013-03-20 | 沈阳玄同科技有限公司 | Offshore floating type communication relay tower |
| CN103112550A (en) * | 2013-03-08 | 2013-05-22 | 中国船舶重工集团公司第七○二研究所 | Abysmal sea communication relay buoy |
| US8943992B1 (en) * | 2013-06-27 | 2015-02-03 | The United States Of America As Represented By The Secretary Of The Navy | Remote autonomous replenishment buoy for sea surface craft |
| CN203652071U (en) * | 2013-12-03 | 2014-06-18 | 长江航道测量中心 | Waterproof and windproof flow direction observation buoy |
| CN207141322U (en) * | 2017-09-05 | 2018-03-27 | 任勇 | Anchor structure and apply its floatation type communication relay tower |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113460237A (en) * | 2021-07-26 | 2021-10-01 | 交通运输部南海航海保障中心海口航标处 | Navigation mark with unmanned function of cruising |
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