CN205792366U - A kind of modularity floatation type photovoltaic array and photovoltaic plant thereof - Google Patents
A kind of modularity floatation type photovoltaic array and photovoltaic plant thereof Download PDFInfo
- Publication number
- CN205792366U CN205792366U CN201620418114.2U CN201620418114U CN205792366U CN 205792366 U CN205792366 U CN 205792366U CN 201620418114 U CN201620418114 U CN 201620418114U CN 205792366 U CN205792366 U CN 205792366U
- Authority
- CN
- China
- Prior art keywords
- buoyancy aid
- modularity
- floatation type
- support
- main
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000005452 bending Methods 0.000 claims description 18
- 238000003825 pressing Methods 0.000 claims description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 15
- 230000007704 transition Effects 0.000 claims description 6
- 238000003491 array Methods 0.000 claims 9
- 238000010586 diagram Methods 0.000 description 25
- 229910000831 Steel Inorganic materials 0.000 description 13
- 238000009434 installation Methods 0.000 description 13
- 239000010959 steel Substances 0.000 description 13
- 238000010276 construction Methods 0.000 description 11
- 239000000463 material Substances 0.000 description 11
- 238000007667 floating Methods 0.000 description 10
- 238000013461 design Methods 0.000 description 9
- 230000009286 beneficial effect Effects 0.000 description 7
- 230000008901 benefit Effects 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 5
- 230000008859 change Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 229920001903 high density polyethylene Polymers 0.000 description 4
- 239000004700 high-density polyethylene Substances 0.000 description 4
- 230000006872 improvement Effects 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 230000009467 reduction Effects 0.000 description 3
- 239000002360 explosive Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 241000195493 Cryptophyta Species 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 238000005286 illumination Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000011031 large-scale manufacturing process Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Classifications
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02S—GENERATION OF ELECTRIC POWER BY CONVERSION OF INFRARED RADIATION, VISIBLE LIGHT OR ULTRAVIOLET LIGHT, e.g. USING PHOTOVOLTAIC [PV] MODULES
- H02S20/00—Supporting structures for PV modules
-
- 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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Abstract
This utility model relates to a kind of modularity floatation type photovoltaic array and photovoltaic plant thereof, including: one or more photovoltaic modules, each photovoltaic module includes: border, and it includes more than first laterally buoyancy aid and multiple longitudinal buoyancy aid, is positioned at more than the second of border laterally buoyancy aid;And it is positioned at the multiple main buoyancy aid on border, and each main buoyancy aid arranges solar panel, plurality of main buoyancy aid is connected to more than second laterally between buoyancy aid or more than first laterally buoyancy aids and more than second laterally buoyancy aids;And the protection wall around the one or more photovoltaic module.
Description
Technical field
This utility model relates to clean energy technology field, particularly a kind of modularity floatation type photovoltaic array and
Photovoltaic plant.
Background technology
Solar energy is a kind of clean energy resource.Utilizing photovoltaic plant that solar energy is directly translated into electric energy is a kind of efficient profit
By the mode of solar energy.Photovoltaic plant is mainly built on the ground at present, such as, utilize idle soil to build.But,
Because irradiation energy distribution density is little, affected relatively big by meteorological condition, thus land photovoltaic plant typically require take the biggest
Area.Valuable in developed area land resource, build photovoltaic plant and be limited by very large.Photovoltaic waterborne refers to utilize
The idle water surface builds photovoltaic plant.Photovoltaic plant waterborne has and is not take up land resource, reduces Water Evaporation, it is to avoid algae
The plurality of advantages such as growth, have vast potential for future development.
Utility model content
For technical problem present in prior art, the utility model proposes a kind of photovoltaic array, including: one or
Multiple photovoltaic modules, each photovoltaic module includes: border, and it includes more than first laterally buoyancy aid and multiple longitudinal buoyancy aid, is positioned at
More than in border second horizontal buoyancy aid;And it is positioned at the multiple main buoyancy aid on border, each main buoyancy aid arranges solar-electricity
Pond plate, plurality of main buoyancy aid is connected to more than second laterally buoyancy aid or more than first laterally buoyancy aids and laterally floats with more than second
Between body;And the protection wall around the one or more photovoltaic module.
Modularity floatation type photovoltaic array as above, farther includes: longitudinal buoyancy aid, it is positioned on border and is connected to
Between two or four more than first laterally buoyancy aid.
Modularity floatation type photovoltaic array as above, farther includes: buoyancy aid between horizontal stroke, and it is positioned on border connection
Between two more than first laterally buoyancy aid and/or between main buoyancy aid.
Modularity floatation type photovoltaic array as above, the most main buoyancy aid includes multiple bearing, its by long stent or
Short support is connected to solar panel.
Modularity floatation type photovoltaic array as above, the most main buoyancy aid and horizontal buoyancy aid and/or laterally buoyancy aid are with vertical
Drawing ear to be connected by many groups between buoyancy aid, often group draws ear to include 2 to pull up ear.
Modularity floatation type photovoltaic array as above, wherein draws ear to be arranged on main buoyancy aid or horizontal buoyancy aid or the most floating
In the groove of body.
Float between modularity floatation type photovoltaic array as above, the most main buoyancy aid or laterally buoyancy aid or longitudinal buoyancy aid or horizontal stroke
The upper surface of body is different from the pattern of lower surface.
Modularity floatation type photovoltaic array as above, wherein bearing includes that cross section is trapezoidal platform and described flat
"T"-shaped bar on platform.
Modularity floatation type photovoltaic array as above, wherein long stent or short support include rack body and connection
Part, the bottom of connector extends internally on bearing platform, coordinates with the "T"-shaped bar on bearing platform, the top of connector with
Rack body connects, and the bottom of rack body stretches out on bearing platform.
Modularity floatation type photovoltaic array as above, wherein long stent or short support include rack body, support master
The bottom of body extends internally on bearing platform, coordinates with the "T"-shaped bar on bearing platform.
Modularity floatation type photovoltaic array as above, wherein long stent includes transition portion.
Modularity floatation type photovoltaic array as above, wherein the top of long stent or short support includes supporting plate, supporting plate
Coordinates fixing solar panel with bending pressing plate, wherein, bend pressing plate include the Part I coordinated with supporting plate and with draw money on credit
The Part II that the top of frame or short support coordinates, the top of the Part II and long stent or short support that wherein bend pressing plate can
Releasably fix.
Modularity floatation type photovoltaic array as above, wherein the edge bending of supporting plate, the Part I of bending pressing plate
Edge correspondingly bend.
Modularity floatation type photovoltaic array as above, the Part II wherein bending pressing plate bends inwards.
Modularity floatation type photovoltaic array as above, wherein protection wall includes between multiple column and multiple column
Body of wall, wherein the remaining at least partially within water of body of wall.
Modularity floatation type photovoltaic array as above, wherein forms passage and/or operating platform on protection wall.
Modularity floatation type photovoltaic array as above, wherein photovoltaic module is connected to protect the vertical of wall by rope
Post.
Modularity floatation type photovoltaic array as above, wherein photovoltaic module includes being connected to main buoyancy aid and/or laterally
Draw piece between buoyancy aid, rope is connected to photovoltaic module by draw piece.
Modularity floatation type photovoltaic array as above, wherein includes spring on rope, so that rope is in tensioning
State.
According to another aspect of the present utility model, a kind of photovoltaic plant is proposed, floating including modularity as above
Formula photovoltaic array.
Accompanying drawing explanation
Below, will in conjunction with accompanying drawing, preferred implementation of the present utility model be described in more detail, wherein:
Fig. 1 is the schematic diagram of the floatation type photovoltaic array according to an embodiment of the present utility model;
Fig. 2 is the schematic diagram of the photovoltaic module according to an embodiment of the present utility model;
Fig. 3 is according to the connection diagram between a main buoyancy aid of embodiment of the present utility model and horizontal buoyancy aid;
Fig. 4 is according to the connection diagram between a horizontal buoyancy aid of embodiment of the present utility model and main buoyancy aid;
Fig. 5 A-Fig. 5 H is the main buoyancy aid schematic diagram according to an embodiment of the present utility model;
Fig. 6 A-Fig. 6 F is the schematic diagram of the horizontal buoyancy aid according to an embodiment of the present utility model;
Fig. 7 A-Fig. 7 E is the schematic diagram of the longitudinal buoyancy aid according to an embodiment of the present utility model;
Fig. 8 A-Fig. 8 E is the schematic diagram of buoyancy aid between the horizontal stroke according to an embodiment of the present utility model;
Fig. 9 A-Fig. 9 C is the schematic diagram of the mounting bracket according to an embodiment of the present utility model;
Figure 10 is the explosive view of the mounting bracket of the reduction procedure according to another embodiment of the present utility model;
Figure 11 A-Figure 11 F is the schematic diagram of the supporting structure according to embodiment of the present utility model;
Figure 12 is the protection wall schematic diagram according to an embodiment of the present utility model;
Figure 13 is the structural blast figure of the protection wall according to an embodiment of the present utility model;
Figure 14 is the anchor structure schematic diagram of the photovoltaic array according to an embodiment of the present utility model;
Figure 15 is that the draw piece according to an embodiment of the present utility model coordinates schematic diagram with buoyancy aid;And
Figure 16 is the draw piece according to an embodiment of the present utility model and buoyancy aid scheme of installation.
Detailed description of the invention
For making the purpose of this utility model embodiment, technical scheme and advantage clearer, new below in conjunction with this practicality
Accompanying drawing in type embodiment, is clearly and completely described the technical scheme in this utility model embodiment, it is clear that retouched
The embodiment stated is a part of embodiment of this utility model rather than whole embodiments.Based on the enforcement in this utility model
Example, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into
The scope of this utility model protection.
In the following detailed description, may refer to as the application part for the specific embodiment of the application is described
Each Figure of description.In the accompanying drawings, similar reference describes substantially similar assembly in different drawings.This Shen
Each specific embodiment please has carried out the most detailed description following so that possess the general of this area relevant knowledge and technology
Logical technical staff can implement the technical scheme of the application.It is to be understood that, it is also possible to utilize other embodiments or to the application
Embodiment carry out structure, logic or electrical change.
A kind of embodiment of photovoltaic plant waterborne is to use floatation type photovoltaic array.Existing floatation type photovoltaic array
Buoyancy aid uses the integral type buoyancy aid of fixed angle or uses floating platform formula mounting means.Due to different geographical solar illumination angle not
With, the buoyancy aid of fixed angle is difficult to adapt to multiple regions, therefore easily causes the increase of cost.And owing to assembly must be according to
Certain angle is installed, and buoyancy aid connects and the difficulty of installation also increased, and causes the reduction of efficiency of construction.In order to improve construction
Efficiency, must use the mode of pre-installation to construct sometimes.But this mode needs to use large-scale engineering machinery, to construction field
Ground also requires.Floating platform formula mounting means be first square for standardization buoyancy aid is linked to be overall as base station, then similar to the above in
The same erection bracket in surface power station.This mode difficulty of construction is big, and capacity of anti-storm is poor.
The utility model proposes a kind of novel floatation type photovoltaic array that can be used for photovoltaic plant waterborne, adapt to ability
By force, structural strength is high, and easy construction is suitable to install on a large scale construction.
Fig. 1 is the schematic diagram of the floatation type photovoltaic array according to an embodiment of the present utility model.As it is shown in figure 1, light
Photovoltaic array 100 includes one or more photovoltaic module 101,102,103 and 104.It will be appreciated by those skilled in the art that in Fig. 1
Only schematically show 4 photovoltaic modules;And photovoltaic array 100 can include any number of photovoltaic according to actual needs
Module.Similarly, the quantity of the solar panel that photovoltaic module includes also is schematic.In one photovoltaic module permissible
Any number of solar panel is included according to practical situation.
As it is shown in figure 1, photovoltaic array 100 farther includes the protection wall 110 around one or more photovoltaic modules.Such as figure
Shown in, protection wall 110 is generally rectangular shaped, and four sides is around whole photovoltaic modules.It will be appreciated by those skilled in the art that in Fig. 1
Protection wall be also schematic.Protection wall 110 can have any shape, around or partially around all or part photovoltaic module.
Fig. 2 is the schematic diagram of the photovoltaic module according to an embodiment of the present utility model.As it can be seen, photovoltaic module
200 include multiple main buoyancy aid 201 and the cell panel 202 being arranged on main buoyancy aid 201.According to an enforcement of the present utility model
Example, a main buoyancy aid 201 arranges a cell panel 202.Photovoltaic module 200 farther includes around multiple main buoyancy aids 201
Border 210.Border 210 includes multiple horizontal buoyancy aid 203 and multiple longitudinal buoyancy aid 204.In border 210, it is provided with and is arranged in
The multiple horizontal buoyancy aid 203 of row.Main buoyancy aid 201 is connected between multiple horizontal buoyancy aid 203.Longitudinal buoyancy aid 204 is connected to multiple
Laterally between buoyancy aid 203.According to an embodiment of the present utility model, main buoyancy aid is connected to 4 horizontal buoyancy aids.Longitudinal buoyancy aid is even
Receive 2 or 4 horizontal buoyancy aids.
According to an embodiment of the present utility model, between the horizontal buoyancy aid 203 on border 210, include buoyancy aid 205 between horizontal stroke,
In the horizontal buoyancy aid that its two be connected on border 210 are adjacent between 203 and be also connected to main buoyancy aid 201.According to this reality
By a novel embodiment, between the rows of multiple horizontal buoyancy aids 203 of arrangement in border, buoyancy aid between horizontal stroke can be with or without
205。
Fig. 3 is according to the connection diagram between a main buoyancy aid of embodiment of the present utility model and horizontal buoyancy aid.Fig. 3 shows
Go out a part 300 for photovoltaic module.As it is shown on figure 3, main buoyancy aid 201 is generally rectangular shaped, and connect respectively near its 4 angles
Receive 4 horizontal buoyancy aids 203.Further, between limitrophe two horizontal buoyancy aids 203, connection has buoyancy aid between horizontal stroke
205.Further, between horizontal stroke, buoyancy aid 205 is connected to two angles of main buoyancy aid 201, thus overall structure plays the effect of reinforcing.
Fig. 4 is according to the connection diagram between a horizontal buoyancy aid of embodiment of the present utility model and main buoyancy aid.Fig. 4 shows
Go out a part 400 for photovoltaic module.As shown in Figure 4, horizontal buoyancy aid 203 is generally rectangular shaped, and near its 4 angles respectively
It is connected to 4 main buoyancy aids 201.
Fig. 5 A-Fig. 5 H is the main buoyancy aid schematic diagram according to an embodiment of the present utility model.Fig. 5 A and Fig. 5 B is main floating
The front and back axonometric chart of body, Fig. 5 C and Fig. 5 D are top view and the front views of main buoyancy aid, it is shown that the overall shape of main buoyancy aid
Shape.Fig. 5 E is the sectional view of main buoyancy aid, it is shown that the internal structure of main buoyancy aid.And Fig. 5 F and Fig. 5 G and Fig. 5 H is main buoyancy aid respectively
Bearing and La Er and the partial enlarged drawing of connector, it is shown that the concrete structure of the two.
As it can be seen, main buoyancy aid 500 includes main body 501.Upper surface in main body 501 is substantially smooth, including one
Individual or multiple bearings 502.Be additionally provided with one or more groups in main body 501 and draw ear 503, often group draw ear include more than 2 draw ear.
According to an example of the present utility model, the upper surface of main body 501 is generally rectangular shaped.On 4 angles of main buoyancy aid
It is respectively provided with 4 bearings.Bearing is for being connected with support, thus supports the solar panel fixing with support.Main buoyancy aid with
It is respectively provided with 4 groups on two sides that laterally buoyancy aid is connected and draws ear, often group 2.Often group draws ear for a horizontal buoyancy aid even
Connect.Specifically, often group draw ear to include one is arranged on main buoyancy aid angle and draws ear 504 He from main body outward extending first
On one side being arranged on main buoyancy aid second draws ear 505, and second draws ear 505 to draw ear 504 near first but draw ear with first
504 is spaced apart.
According to an embodiment of the present utility model, slightly interior on two sides that main buoyancy aid is not connected with horizontal buoyancy aid
Recessed, to improve the intensity of main body itself.Further, according to an embodiment of the present utility model, main buoyancy aid and horizontal buoyancy aid
Being respectively provided with multiple groove 506 on two sides being connected, second during often group draws ear draws ear 505 to be contained in groove 506.Enter
One step ground, according to an embodiment of the present utility model, bearing 502 is arranged on the upper surface 501 of main buoyancy aid, and is positioned at often group
The first of ear is drawn to draw ear 504 and second to draw between ear 505.This bearing and draw the spaced design between ear to be also beneficial to improve main
The intensity of body, the effect of particularly lateral external force.
The intensity of main buoyancy aid is firmly connected the stability for photovoltaic array with main buoyancy aid with horizontal buoyancy aid notable shadow
Ring.Main buoyancy aid of the present utility model has carried out many improvement on material and structure, with improve main buoyancy aid intensity and with laterally
The firmness that buoyancy aid connects.
According to an example of the present utility model, main buoyancy aid uses high-density polyethylene material, and intensity is high, toughness and durable
Property is good.According to an example of the present utility model, between main buoyancy aid and laterally buoyancy aid, have employed the most double connected mode drawing ear,
The firmness connected is greatly increased.Under extreme conditions, even if one is drawn ear to rupture, another draws ear to be also enough to master
Buoyancy aid and horizontal buoyancy aid are firmly attached.Further, this design make safeguard between interval can be longer, reduce entirety
Maintenance cost.According to an example of the present utility model, the groove of main buoyancy aid side draws except can accommodate main buoyancy aid second
Ear, it is also possible to accommodate horizontal buoyancy aid and be similar to one group of setting and draw the be positioned in ear on angle the 3rd to draw ear.In like manner, on main buoyancy aid angle
First receiving the 4th drawing ear can also be received setting similar with on horizontal buoyancy aid is drawn in the groove of ear.Thus, main buoyancy aid with
Laterally not only there is the most double connection drawing ear between buoyancy aid, between main buoyancy aid and laterally buoyancy aid, embedded structure can also be formed, from
And increase bonding strength between the two further.Meanwhile, the groove design of main buoyancy aid side itself is also beneficial to improve main floating
The intensity of body.
Further, as it can be seen, be respectively provided with, in the upper and lower surface of main buoyancy aid, the netted concave that pattern is different.
Netted concave is equivalent to be main buoyancy aid ribbing, by increasing capacitance it is possible to increase the ability of main buoyancy aid opposing external force, increases the intensity of main buoyancy aid.Upper table
Face is different with lower surface pattern so that the most all differences in direction of main buoyancy aid opposing external force, is more beneficial for improving the strong of main buoyancy aid
Degree.According to an example of the present utility model, upper surface arranges 45 degree and 135 degree orthogonal netted concaves 507.Lower surface
0 degree and 90 degree orthogonal netted concave 508 is set.
Further, according to an embodiment of the present utility model, main buoyancy aid is provided through the opening of main buoyancy aid
509.The existence of opening reduces the span of main buoyancy aid, adds the intensity of main buoyancy aid.According to an example of the present utility model,
Opening is bar shaped, and the long limit of bar shaped is perpendicular to the direction of horizontal buoyancy aid.Due to the fixation of horizontal buoyancy aid, longitudinal stress is difficult to
Produce destruction.The direction of this opening arranges increase main buoyancy aid opposing lateral stress so that main buoyancy aid intensity is higher.
Further, with reference to Fig. 5 E, main buoyancy aid is hollow (in figure, dash area represents the cross section of hollow).Floating of hollow
Body both can reduce the consumption of material can also increase the buoyancy of main buoyancy aid.Meanwhile, the structure of hollow is for opposing stress and shape
Become and also have certain benefit.
Further, with reference to Fig. 5 F, bearing 503 is arranged on main buoyancy aid, and bearing is overall in bar shaped, trapezoidal flat including one
Platform 510 and the "T"-shaped raised line 511 (shape of section shown in Fig. 5 E) extended from trapezoid platform.Top at "T"-shaped raised line
Two grooves are formed, for coordinating with the installation of support between lateral extension portions 512 and trapezoid platform 510.
Further, with reference to Fig. 5 G and Fig. 5 H, draw ear 501 one-body molded with main buoyancy aid, natural to extension from main buoyancy aid
Stretch.Ear is drawn to include a through hole 514 so that screw 513 can pass.In order to increase the intensity of gallal, draw and on ear, be provided with footpath
To the reinforcement 515 with annular.
Fig. 6 A-Fig. 6 F is the schematic diagram of the horizontal buoyancy aid according to an embodiment of the present utility model.Fig. 6 A and Fig. 6 B is
The laterally front and back axonometric chart of buoyancy aid, Fig. 6 C is the top view of horizontal buoyancy aid, and Fig. 6 D is the side view of horizontal buoyancy aid, it is shown that
The global shape of horizontal buoyancy aid.And Fig. 6 E is the sectional view of horizontal buoyancy aid, it is shown that the laterally internal structure of buoyancy aid.And Fig. 6 F
It it is the partial enlarged drawing drawing ear, it is shown that its concrete structure.
Laterally buoyancy aid includes main body 610.Laterally the upper surface of buoyancy aid is substantially in bar shaped.Laterally the upper surface of buoyancy aid is the most flat
Smooth, draw ear including least one set, often group draw ear at least to include two are drawn ear.According to an example of the present utility model, such as figure institute
Show, two sides that horizontal buoyancy aid 600 is connected with main buoyancy aid are respectively provided with 4 groups and draw ear, often group 2.Often group draws ear to include one
On the individual angle being arranged on horizontal buoyancy aid and the outward extending 3rd draw ear 601 and the 4th drawing of being arranged on the side of horizontal buoyancy aid
Ear 602, the 4th draws ear 602 draw ear 601 near the 3rd and draw ear 601 spaced apart with the 3rd be positioned on angle.Further, according to
An embodiment of the present utility model, two sides that main buoyancy aid is connected with horizontal buoyancy aid is respectively provided with multiple groove 603, often
Group draws the in ear the 4th to draw ear 602 to be contained in groove 603.
The laterally intensity of buoyancy aid and laterally being firmly connected the stability for photovoltaic array and have between buoyancy aid with main buoyancy aid
Appreciable impact.Horizontal buoyancy aid of the present utility model has carried out many improvement on material and structure, with improve its intensity and
With the firmness being connected.
According to an example of the present utility model, horizontal buoyancy aid uses high-density polyethylene material, and intensity is high, toughness and resistance to
Property is good for a long time.According to an example of the present utility model, between horizontal buoyancy aid and main buoyancy aid, have employed the most double connection side drawing ear
Formula so that the firmness of connection is greatly increased.Under extreme conditions, even if one is drawn ear to rupture, another draws ear to be also enough to
Main buoyancy aid and horizontal buoyancy aid are firmly attached.Further, this design make safeguard between interval can be longer, reduce whole
The maintenance cost of body.According to an example of the present utility model, the groove of horizontal buoyancy aid side is except accommodating horizontal buoyancy aid
The 4th draw ear, it is also possible to accommodate main buoyancy aid and be similar to one group of setting and draw ear is positioned on angle first to draw ear.In like manner, laterally float
The receiving second that on body angle the 3rd draws ear can also be housed inside on main buoyancy aid similar setting is drawn in the groove of ear.Thus, main
Not only there is the most double connection drawing ear between buoyancy aid and laterally buoyancy aid, chimeric knot between main buoyancy aid with laterally buoyancy aid, can also be formed
Structure, thus increase bonding strength between the two further.Meanwhile, the groove design of horizontal buoyancy aid side itself is also beneficial to carry
The intensity of high main buoyancy aid.
Further, as it can be seen, be respectively provided with different netted recessed of pattern in the upper and lower surface of horizontal buoyancy aid
Line.Netted concave is relative to for horizontal buoyancy aid ribbing, by increasing capacitance it is possible to increase the laterally ability of buoyancy aid opposing external force, increases horizontal buoyancy aid
Intensity.Upper and lower surface pattern is different so that the laterally the most all differences in direction of buoyancy aid opposing external force.According to this practicality
A novel example, upper surface arranges 45 degree and 135 degree orthogonal netted concaves 604.Lower surface arranges 0 degree and 90 degree
Orthogonal netted concave 605.
Further, with reference to Fig. 6 D and 6E, horizontal buoyancy aid is hollow (in figure, dash area represents the cross section of hollow), its
Lower surface arranges nonpenerative opening 606.The existence of opening is also for the intensity increasing horizontal buoyancy aid.According to this utility model
An example, opening is along the bar shaped in horizontal buoyancy aid direction and stepped, gradually tapers up to upper surface from lower surface.For
Increase intensity, the lower section of upper surface is provided with the reinforcement of hollow.
Laterally the strip gab of buoyancy aid bottom both can reduce the consumption of material and can also increase the buoyancy of horizontal buoyancy aid.With
Time, strip gab structure also has certain benefit for opposing stress.
Further, one-body molded with horizontal buoyancy aid with reference to Fig. 6 F, La Er, naturally stretch out from horizontal buoyancy aid.Draw
Through hole it is provided with, to allow screw to pass through on ear.In order to increase the intensity of gallal, draw and arrange on ear radially and the reinforcement of annular
Muscle.
Fig. 7 A-Fig. 7 E is the schematic diagram of the longitudinal buoyancy aid according to an embodiment of the present utility model.Fig. 7 A and Fig. 7 B is
The front and back axonometric chart of longitudinal buoyancy aid, Fig. 7 C is the top view of longitudinal buoyancy aid, and Fig. 7 D is the side view of longitudinal buoyancy aid, it is shown that
The global shape of longitudinal buoyancy aid.And Fig. 7 E is the sectional view of longitudinal buoyancy aid, it is shown that the internal structure of longitudinal buoyancy aid.
Longitudinal buoyancy aid includes main body 710.The upper surface of longitudinal buoyancy aid, substantially in bar shaped, draws ear including one or more groups, often
Group draws ear to include, and at least 2 are drawn ear.As it can be seen, be respectively provided with 2 on two sides being connected with horizontal buoyancy aid of longitudinal buoyancy aid 700
Group draws ear, often 2 (if can include in the case of being connected with 4 horizontal buoyancy aids that 4 groups are drawn ear) of group.Often group draws ear to include one
On the individual angle being arranged on longitudinal buoyancy aid and stretch out and the 5th draw on ear 701 and a side being arranged on longitudinal buoyancy aid
6th draws ear 702, and the 6th draws ear 702 to draw ear 701 near the 5th draws ear 701 spaced apart with the 5th be positioned on angle.Longitudinal buoyancy aid
Often group draw ear for being connected with a horizontal buoyancy aid.Further, according to an embodiment of the present utility model, longitudinal buoyancy aid
Being respectively provided with multiple groove 703 on the side being connected with horizontal buoyancy aid, the 6th during often group draws ear draws ear 702 to be contained in groove
In 703.
Longitudinal buoyancy aid of the present utility model has carried out many improvement on material and structure, with improve its intensity and with even
The firmness connect.According to an example of the present utility model, longitudinal buoyancy aid uses high-density polyethylene material, and intensity is high, toughness
And good endurance.According to an example of the present utility model, between longitudinal buoyancy aid and laterally buoyancy aid, have employed the most double ear that draws
Connected mode so that the firmness of connection is greatly increased.Under extreme conditions, even if one is drawn ear to rupture, another draws ear
Also be enough to be firmly attached main buoyancy aid and horizontal buoyancy aid.Further, this design make safeguard between interval can be longer, fall
Low overall maintenance cost.According to an example of the present utility model, the groove of longitudinal buoyancy aid side is vertical except accommodating
Ear is drawn, it is also possible to accommodate horizontal buoyancy aid and be similar to one group of setting and draw the ear is positioned on angle the 3rd to draw ear to the 6th of buoyancy aid the.With
Reason, the 3rd on horizontal buoyancy aid angle draws ear can also be housed inside the similar receiving the 6th arranged on longitudinal buoyancy aid and draws the groove of ear
In.Thus, not only there is the most double connection drawing ear between longitudinal buoyancy aid and laterally buoyancy aid, between longitudinal buoyancy aid and laterally buoyancy aid also
Embedded structure can be formed, thus increase bonding strength between the two further.Meanwhile, the groove design of longitudinal buoyancy aid side
Itself it is also beneficial to improve the intensity of main buoyancy aid.
Further, as it can be seen, be respectively provided with different netted recessed of pattern in the upper and lower surface of longitudinal buoyancy aid
Line.Netted concave is equivalent to as longitudinal buoyancy aid ribbing, by increasing capacitance it is possible to increase the ability of longitudinal buoyancy aid opposing external force, increases longitudinal buoyancy aid
Intensity.Upper and lower surface pattern is different so that the most all differences in direction of longitudinal buoyancy aid opposing external force.New according to this practicality
One example of type, upper surface arranges 45 degree and 135 degree orthogonal netted concaves 704.Lower surface arranges 0 degree and 90 degree of phases
The most vertical netted concave 705.
Further, with reference to Fig. 7 D and 7E, longitudinal buoyancy aid is hollow (in figure, dash area represents the cross section of hollow),
Its lower surface arranges nonpenerative opening 706.The existence of opening is also for the intensity increasing longitudinal buoyancy aid.New according to this practicality
One example of type, opening is along the bar shaped in longitudinal buoyancy aid direction and stepped, gradually tapers up to upper surface from lower surface.
In order to increase intensity, the lower section of upper surface is provided with the reinforcement of hollow.
The strip gab of longitudinal buoyancy aid bottom both can reduce the consumption of material can also increase the buoyancy of longitudinal buoyancy aid.With
Time, strip gab structure also has certain benefit for opposing stress.
Fig. 8 A-Fig. 8 E is the schematic diagram of buoyancy aid between the horizontal stroke according to an embodiment of the present utility model.Fig. 8 A and Fig. 8 B is
The front and back axonometric chart of buoyancy aid between horizontal stroke, Fig. 8 C is the top view of buoyancy aid between horizontal stroke, and Fig. 8 D is the front view of buoyancy aid between horizontal stroke, it is shown that
The global shape of buoyancy aid between horizontal stroke.And Fig. 8 E is the sectional view of buoyancy aid between horizontal stroke, it is shown that the internal structure of buoyancy aid between horizontal stroke.
Between horizontal stroke, buoyancy aid includes main body 810.Buoyancy aid 800 general square shape between horizontal stroke, is arranged on angle and naturally outside including multiple
Extend and draw ear 801-804.According to an embodiment of the present utility model, ear is drawn to be arranged between horizontal stroke on the side of buoyancy aid.According to this
One example of utility model, between horizontal stroke, 4 of buoyancy aid are drawn ear to be all simultaneously connected to main buoyancy aid and horizontal buoyancy aid.Or, floating between horizontal stroke
2 of body are drawn ear, are simultaneously connected to main buoyancy aid and horizontal buoyancy aid;Other 2 are drawn ear to be connected to horizontal buoyancy aid.New according to this practicality
One embodiment of type, between horizontal stroke, buoyancy aid uses high-density polyethylene material, and intensity is high, and good toughness, the life-span is long.Further, originally
Between the horizontal stroke of utility model, buoyancy aid structurally also uses many improvement, the jail of intensity and connection to improve buoyancy aid self between horizontal stroke
Soundness.Such as, have employed double connected mode drawing ear between horizontal stroke between buoyancy aid and other buoyancy aids so that the firmness of connection is significantly
Increase.Under extreme conditions, even if one is drawn ear to rupture, another draws ear to be also enough to buoyancy aid between horizontal stroke and other buoyancy aids firmly to connect
Connect, so that maintenance can be carried out in time.The groove design that between horizontal stroke, the side of buoyancy aid includes itself is also beneficial to improve between horizontal stroke
The intensity of buoyancy aid.
Further, as it can be seen, between horizontal stroke the upper and lower surface of buoyancy aid be respectively provided with different netted recessed of pattern
Line.Netted concave can increase the ability of buoyancy aid opposing external force between horizontal stroke, increases the intensity of buoyancy aid between horizontal stroke.Upper and lower surface figure
Case is different so that the most all differences in direction of buoyancy aid opposing external force between horizontal stroke.According to an example of the present utility model, upper surface sets
Put 45 degree and 135 degree orthogonal netted concaves 805.Lower surface arranges 0 degree and 90 degree orthogonal netted concave 806.
Further, with reference to Fig. 8 D and 8E, between horizontal stroke, buoyancy aid is hollow (in figure, dash area represents the cross section of hollow).
Fig. 9 A-Fig. 9 C is the schematic diagram of the mounting bracket according to an embodiment of the present utility model.Fig. 9 A shows logical
Cross support and solar panel is arranged on the generalized section of main buoyancy aid.As previously shown, main buoyancy aid by two groups of short supports and
Long stent supports other solar panel.Fig. 9 B shows the mounting structure of long stent;Fig. 9 C illustrates the installation of short support
Structure.Figure 10 is the explosive view of the mounting bracket of the reduction procedure according to another embodiment of the present utility model.Figure 11 A-schemes
11F is the schematic diagram of the supporting structure according to embodiment of the present utility model.
According to an embodiment of the present utility model, as shown in Figure 9 A, provide right by long stent 901 and short support 902
The support of solar panel 903, it is achieved that the inclination at the certain inclination angle of solar panel 903.Length support 901 and 902
One end is installed on the bearing 9051 and 9052 of main buoyancy aid 904, thus realizes the connection with main buoyancy aid 904.Long and short two kind support
The other end be installed on the metal framework of solar panel 903, thus realize and the connection of solar panel 903.Long
The height of short support 901 and 902 can be processed according to actual needs, and main buoyancy aid 903 itself is smooth;Thus, this reality
Different angles can be realized with novel photovoltaic array thus be adapted to different regions.And, support can be aluminium alloy
Component, corrosion-resistant, lightweight;Main buoyancy aid of the present utility model and other buoyancy aids then can become standardized components, carry out
Large-scale production, so that cost reduces.On the other hand, without considering main floating when the standardization of main buoyancy aid also makes to install
The angle of body, makes installation more convenient.
As shown in Fig. 9 B and 11A, long stent 901 includes rack body 9011 and connector 9012.Both can be flat
The plate-shaped metal material of row is formed, and includes parallel connecting plate between sheet metal at spacing intervals.Specifically, connect
Part 9012 includes upper part 9013 and low portion 9014, and from trapezoidal at main buoyancy aid bearing 9051 of low portion 9014
Two bases 9015 extended internally on platform.The low portion 9014 of connector 9012 and the T row of the bearing 9051 of main buoyancy aid
Raised line form fit, and two bases are adapted for insertion into the horizontal continuation of T-shaped raised line of bearing 9051 and the ladder of main buoyancy aid
In groove between shape platform, form close-fitting relationship, and realize installation therebetween.Rack body 9011 includes top
Part 9016, mid portion 9017 and low portion 9018.The low portion 9018 of rack body 9011 has and connector
The shape of the cooperation of 9012, such that it is able to realize closely cooperating therebetween.Rack body 9011 has from low portion
9018 on the trapezoid platform of main buoyancy aid bearing 9051 outward extending two bases 9019.The upper part of rack body 9011
9016 include from it at an angle to outer extension and end formed flanging supporting plate 90161.Supporting plate 90161 and press strip
90162 coordinate, and a part for the framework of solar panel are pressed between the two, and are fixed by through bolt-lock, from
And solar panel is fixed on long stent.
As shown in Figure 9 C, the structure of short support 902 is similar with long stent 901, including rack body 9021 and connector
9022.The connector 9022 of short support is similar with the connector 9012 of long stent, the shortest, repeats no more here.Short
Rack body 9021 includes upper part 9023 and low portion 9024, but there is not mid portion;Further, upper part
9023 is at an angle with low portion 9024.Low portion 9024 coordinates with connector 9022 in shape, and is included in
Outward extending two bases on the trapezoid platform of main buoyancy aid bearing 9052.In order to increase intensity, low portion 9024 is in shape
Upper and connector 9022 can be fixed by through bolt-lock 9025.The upper part 9023 of short support includes extending therefrom
And at the supporting plate 9026 of edge bending.Part I 90271 is included, itself and supporting plate with the bending pressing plate 9027 of short support assorted
9026 join and are incorporated in edge and also have bending;Bending pressing plate 9027 includes Part II 90272, itself and the upper part of short support
The side of 9023 coordinates, and also has bending at edge.The Part I 90271 of bending pressing plate 9027 is with supporting plate 9026 betwixt
A part for the framework of solar panel can be pushed down, and bend the Part I 90272 of pressing plate 9027 and the upper of short support
Can be fixed by through bolt-lock between portion's part 9023, thus also the framework of solar panel be compressed.
According to an embodiment of the present utility model, the low portion of long stent or short rack body can be arranged to both to
Interior extension coordinates with the T raised line on main buoyancy aid bearing and stretches out formation supporting construction, thereby eliminating connector so that
Rack body is tightr with the combination of main buoyancy aid bearing.
In the case of intensity allows, support can be given up the part of outwards bending, so that the design of support is more
For simple and low cost.According to an embodiment of the present utility model, with reference to Figure 10 and Figure 11 C, 11D, 11E and 11F, except length
Beyond the part-structure of short support, other parts of the present embodiment are identical with a upper embodiment.4 are arranged on main buoyancy aid 1001
Seat 1002-1005.Two group leaders are short, and totally 4 support 1006-1009 may be installed 4 bearing 1002-1005 on main buoyancy aid 1001
On, and support cell panel 1010.Bending pressing plate 1010-1014 coordinates with support 1006-1009, by the framework of cell panel 1010
1020 fix with support 1006-1009, thus realize the fixing of cell panel 1010.
With reference to Figure 11 C-11F, long stent 1101 includes upper part 1103, transition portion 1104, mid portion 1105 and
Low portion 1106.Short support 1102 includes upper part 1107 and low portion 1108.Bending pressing plate 1111 and 1112 is respectively
Coordinate with length support 1101 and 1102, it is achieved fixing of cell panel.
The short support 1102 of the present embodiment is similar with the short support 902 of a upper embodiment, but low portion 1108
Being changed to bend inwards, thus low portion 1108 directly coordinates with the T-shaped raised line of main buoyancy aid bearing, it is achieved support and main buoyancy aid
Between installation, thus eliminate connector.Similarly, the low portion 1106 of long stent 1101 is also changed to bend inwards,
Thus directly coordinate with the T-shaped raised line of main buoyancy aid bearing, eliminate connector.
Another change of the present embodiment is, long stent 1101 adds transition portion 1104.Depositing of transition portion
In the intensity that both can increase long stent 1101 so that transition is the mildest, and there is higher external force resistance ability, it is also possible to
Support the fixed form of bending pressing plate, be more conducive to the enforcement installed.
Figure 12 is the protection wall schematic diagram according to an embodiment of the present utility model.As shown in figure 12, protection wall 1200
Including multiple column 1201-1203 and the body of wall 1211 and 1212 that is arranged between multiple column.Closer, according to this reality
By a novel embodiment, multiple columns can arrange the passage 1210 for people's walking and operating platform 1220.According to
Further embodiment of the present utility model, protection wall includes cable passage and equipment mounting platform, such as header box.Existing water
One difficult problem of upper photovoltaic array is how to solve cable passage and header box is installed and how to arrange access path and behaviour
Make platform.In a lot of currently existing schemes, it has to single buoyancy aid or assembly are set to solve this problem.This practicality is new
Type by arranging the platform protection wall including fender post and setting up above in the surrounding of photovoltaic module, both to photovoltaic array buoyancy aid
Be fixed with benefit, solve again cable passage, the installation of header box and provide access path and operating platform etc. a series of
A difficult problem, is to achieve many things at one stroke.
Specifically, photovoltaic module all may be damaged by the external force such as stormy waves, ship.Column can be piling bar or water
Mud stake.The effect of protection wall 1200 mainly prevents the destruction to photovoltaic module of these external force.According to of the present utility model
One embodiment, a part for body of wall is arranged under water, to stop undercurrent under water, protects photovoltaic module.For example, body of wall
The ratio of above water and underwater portion is about 1: 4 to 1: 10.Due to tidal action, water level may be varied from.And photovoltaic
The hydrologic condition in waters, power station itself also can affect the ratio of body of wall above water and underwater portion.Protection wall can stop wind
Wave, reduces the natural conditions change impact on photovoltaic array, improves the adaptability of photovoltaic plant.And, protection wall can also
Stop the ship on the water surface, floating thing etc., protect photovoltaic array further.
Further, multiple columns of protection wall can be laid the passage for people's walking, to facilitate maintainer pair
The maintenance of photovoltaic array.Further, cable pipeline can be laid in the lower section of passage.So, the passage on the protection multiple column of wall is same
Time also become cable passage.Further, be similar to for the electrical equipments such as header box can according on column or passage,
And operator or maintainer can be directly on passages, or to these electrical equipments on the operating platform arranged on passage
Operate or keep in repair.Therefore, the passage on multiple columns can also be installation and the operating platform of equipment.Thus, this practicality
Novel protection wall solves the series of problems in photovoltaic array dexterously, embodies the principle made the best use of everything, not only reduces
The construction cost of photovoltaic plant, is simultaneously also beneficial to quick construction.
Figure 13 is the structural blast figure of the protection wall according to an embodiment of the present utility model.As shown in figure 13, protection
Wall 1300 includes column 1301 and 1302, and it each includes first group of anchor ear 1304 and 1305, and body of wall 1303 is embraced by first group
Hoop 1304 and 1305 is installed to column 1301.Specifically, first group of anchor ear 1304 and 1305 is provided with through hole, on body of wall 1303
Also it is correspondingly provided with through hole, utilizes first group of anchor ear 1304 and 1305 and the through hole that arranges of body of wall 1303 by bolt lock,
Realize the easy installation of body of wall.According to an embodiment of the present utility model, column 1301 and 1302, it each includes first group
Anchor ear 1321 and 1322, is provided with through hole.Protection wall 1300 each column on also include vertical angle steel, horizontal angle steel and
Cant beam angle steel.It is provided with through hole on the respective vertical angle steel 1313 and 1314 and 1315 and 1316 of column 1301 and 1302, logical
Cross second group of anchor ear to be respectively installed on column 1301 and 1302.Laterally angle steel 1311 and 1312 is respectively installed to vertical angle steel
On 1313 and 1314 and 1315 and 1316.And cant beam angle steel 1317 and 1318 and 1319 and 1320 is separately mounted to lateral angle
Between steel 1311 and vertical angle steel 1313 and 1314 and laterally between angle steel 1312 and vertical angle steel 1315 and 1316, thus formed
Stable supporting construction.In these supporting constructions, it is possible to lay the passage of photovoltaic array.Those skilled in the art should manage
Solving, angle steel could alternatively be other materials;And above anchor ear angle steel compound mode can also replace with its other party easily
Formula, and same among scope of the present utility model.
According to an embodiment of the present utility model, protection wall of the present utility model may also operate as fixing photovoltaic array
Effect, so that how protection wall of the present utility model has had an important function.
According to an embodiment of the present utility model, it is connected by rope between photovoltaic module and the column of protection wall, with
Further function as the effect of stable photovoltaic module.Figure 14 is the anchoring of the photovoltaic array according to an embodiment of the present utility model
Structural representation.Figure 15 is that the draw piece according to an embodiment of the present utility model coordinates schematic diagram with buoyancy aid.Figure 16 is basis
The draw piece of an embodiment of the present utility model and buoyancy aid scheme of installation.
As it can be seen, anchor structure 1400 includes the draw piece 1401-1404 being arranged in photovoltaic array.Draw piece is preferably installed
In the region that main buoyancy aid and horizontal buoyancy aid cross.Draw piece 1401-1404 is connected to column 1409 He by rope 1405-1408
On 1410.As it can be seen, fix rope yet by anchor ear.Figure 14 illustrate only the main buoyancy aid around draw piece 1403 and 1404
With the main buoyancy aid in horizontal buoyancy aid, around other draw pieces and photovoltaic module and horizontal buoyancy aid.Preferably, each photovoltaic module
The multiple draw piece of middle installation, each column is also connected to multiple draw piece.
As described in Figure 15 and 16, draw piece 1501 includes a central through hole 1506 and four edge through hole 1502-1505.In
Heart through hole 1506 is for being connected with rope by rope steady pin, and edge through hole 1502-1505 can be with main buoyancy aid and horizontal
The ear that draws of buoyancy aid connects, and forms stable structure.
With reference to Figure 14-16, photovoltaic array of the present utility model can be fixed to protect on wall by rope stretch.This for
The stability keeping photovoltaic module will play the most positive effect.And, photovoltaic module of the present utility model exists naturally
Multiple position is left for the draw piece for being connected with rope between main buoyancy aid and laterally buoyancy aid, therefore can be according to actual needs
Each position rope being arranged in photovoltaic module, it is achieved the dispersion of pulling force;And main buoyancy aid and horizontal buoyancy aid itself be not required to
Any change is made such as the anchor system of Figure 14-16 for introducing.Therefore, anchor system arrange can in the extreme flexibly and
Convenient, thus meet the actual demand of photovoltaic array.Further, draw piece is pulling force to be distributed to 4 masters about float
Body or laterally buoyancy aid, the most both made to connect ratio stronger, and it also avoid and buoyancy aid is caused damage.
According to an embodiment of the present utility model, the rope of anchor system is except being connected to the protection around photovoltaic module
Wall, it is also possible to be connected in photovoltaic module on anchor body under water.Specifically, anchor body can be provided in pile body under water, mix
Solidifying soil component, the most natural object.Anchor body arranges the mechanism can being connected with rope, the buoyancy aid of photovoltaic array is drawn
Tightly (such as by similar draw piece), so that photovoltaic array of the present utility model is the most firm.
Above-described embodiment is the most for illustration of the utility model, and is not to restriction of the present utility model, relevant technology
The those of ordinary skill in field, in the case of without departing from this utility model scope, it is also possible to make a variety of changes and modification, because of
This, the technical scheme of all equivalents also should belong to category disclosed in this utility model.
Claims (20)
1. a modularity floatation type photovoltaic array, including:
One or more photovoltaic modules, each photovoltaic module includes:
Border, it includes more than first laterally buoyancy aid and multiple longitudinal buoyancy aid,
It is positioned at more than the second of border laterally buoyancy aid;And
It is positioned at the multiple main buoyancy aid on border, each main buoyancy aid includes solar panel, plurality of main buoyancy aid are connected to
More than second laterally between buoyancy aid or more than first horizontal buoyancy aids and more than second individual laterally buoyancy aids;And
Protection wall around the one or more photovoltaic module.
Modularity floatation type photovoltaic array the most according to claim 1, farther includes: longitudinal buoyancy aid, it is positioned at border
On be connected to 2 or 4 more than first laterally between buoyancy aids.
Modularity floatation type photovoltaic array the most according to claim 2, farther includes: buoyancy aid between horizontal stroke, and it is positioned at border
On be connected to 2 more than first laterally between buoyancy aids or 2 more than first laterally between buoyancy aid and 2 main buoyancy aids.
Modularity floatation type photovoltaic array the most according to claim 1, the most main buoyancy aid includes multiple bearing, and it is by the
One support or the second support are connected to solar panel, and wherein the height of the first support is higher than the second support.
Modularity floatation type photovoltaic array the most according to claim 2, the most main buoyancy aid and horizontal buoyancy aid and/or laterally float
Drawing ear to be connected by many groups between body with longitudinal buoyancy aid, often group draws ear to include 2 to pull up ear.
Modularity floatation type photovoltaic array the most according to claim 5, wherein draws ear to be arranged on main buoyancy aid or horizontal buoyancy aid
Or in the groove of longitudinal direction buoyancy aid.
Modularity floatation type photovoltaic array the most according to claim 3, the most main buoyancy aid or laterally buoyancy aid or longitudinal buoyancy aid
Or the upper surface of buoyancy aid and the pattern of lower surface are different between horizontal stroke.
Modularity floatation type photovoltaic array the most according to claim 3, wherein bearing include cross section be trapezoidal platform with
And the "T"-shaped bar on described platform.
Modularity floatation type photovoltaic array the most according to claim 8, wherein the first support or the second support include support
Main body and connector, the bottom of connector extends internally on bearing platform, coordinates with the "T"-shaped bar on bearing platform, connects
The top of part is connected with rack body, and the bottom of rack body stretches out on bearing platform.
Modularity floatation type photovoltaic array the most according to claim 8, wherein the first support or the second support include support
Main body, the bottom of rack body extends internally on bearing platform, coordinates with the "T"-shaped bar on bearing platform;Or support master
The bottom of body on bearing platform inwardly and stretch out.
11. modularity floatation type photovoltaic arrays according to claim 8, wherein the first support includes between top and bottom
Transition portion.
12. modularity floatation type photovoltaic arrays according to claim 8, wherein the top bag of the first support or the second support
Including supporting plate, supporting plate coordinates fixing solar panel with bending pressing plate;Wherein, bending pressing plate includes first coordinated with supporting plate
Point and the Part II that coordinates with the top of the first support or the second support, wherein bend the Part II of pressing plate and long stent or
The top of short support is removably secured.
13. modularity floatation type photovoltaic arrays according to claim 12, wherein the edge bending of supporting plate, bending pressing plate
The edge of Part I correspondingly bends.
14. modularity floatation type photovoltaic arrays according to claim 12, wherein bend the Part II of pressing plate to inflection
Folding.
15. modularity floatation type photovoltaic arrays according to claim 12, wherein protection wall includes multiple column and multiple
Body of wall between column, wherein the remaining at least partially within water of body of wall.
16. modularity floatation type photovoltaic arrays according to claim 12, wherein protection wall on formed walkway and/or
Cable passage and/or mounting platform and/or operating platform.
17. modularity floatation type photovoltaic arrays according to claim 12, wherein photovoltaic module is connected to protect by rope
Anchor body under water in the column of revetment or photovoltaic module.
18. modularity floatation type photovoltaic arrays according to claim 17, wherein photovoltaic module includes being connected to main buoyancy aid
And/or horizontal draw piece between buoyancy aid, rope is connected to photovoltaic module by draw piece.
19. modularity floatation type photovoltaic arrays according to claim 17, wherein include spring on rope, so that rope
It is in tensioning state.
20. 1 kinds of photovoltaic plants, including the arbitrary modularity floatation type photovoltaic array as described in claim 1-19.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620418114.2U CN205792366U (en) | 2016-05-10 | 2016-05-10 | A kind of modularity floatation type photovoltaic array and photovoltaic plant thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620418114.2U CN205792366U (en) | 2016-05-10 | 2016-05-10 | A kind of modularity floatation type photovoltaic array and photovoltaic plant thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205792366U true CN205792366U (en) | 2016-12-07 |
Family
ID=57411917
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620418114.2U Active CN205792366U (en) | 2016-05-10 | 2016-05-10 | A kind of modularity floatation type photovoltaic array and photovoltaic plant thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205792366U (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107117270A (en) * | 2017-06-05 | 2017-09-01 | 宿州诺亚坚舟光伏科技有限公司 | A kind of construction operation platform of photovoltaic plant waterborne |
CN107204600A (en) * | 2017-06-05 | 2017-09-26 | 宿州诺亚坚舟光伏科技有限公司 | A kind of cable system of Overwater-floating floating photovoltaic array |
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 |
CN108706079A (en) * | 2018-04-04 | 2018-10-26 | 宿州诺亚坚舟光伏科技有限公司 | A kind of float type water upper float array |
CN109250044A (en) * | 2018-09-18 | 2019-01-22 | 长江勘测规划设计研究有限责任公司 | The weather-proof water surface photovoltaic plateform system of overlength and installation method |
CN110920808A (en) * | 2019-12-05 | 2020-03-27 | 中国石油大学(华东) | Mooring system suitable for pumped storage power station development photovoltaic on water |
CN111098989A (en) * | 2019-12-30 | 2020-05-05 | 界首市谷峰光伏科技有限公司 | Floating photovoltaic cell panel assembly based on modular assembly |
CN112874710A (en) * | 2021-01-12 | 2021-06-01 | 史琼 | Novel module of offshore floating platform convenient to equipment |
-
2016
- 2016-05-10 CN CN201620418114.2U patent/CN205792366U/en active Active
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
CN112366643B (en) * | 2017-06-05 | 2022-11-04 | 诺斯曼能源科技(北京)股份有限公司 | Cable system of showy formula photovoltaic array on water |
CN107204600A (en) * | 2017-06-05 | 2017-09-26 | 宿州诺亚坚舟光伏科技有限公司 | A kind of cable system of Overwater-floating floating photovoltaic array |
CN107117270A (en) * | 2017-06-05 | 2017-09-01 | 宿州诺亚坚舟光伏科技有限公司 | A kind of construction operation platform of photovoltaic plant waterborne |
CN112366643A (en) * | 2017-06-05 | 2021-02-12 | 诺斯曼能源科技(北京)股份有限公司 | Cable system of showy formula photovoltaic array on water |
CN108706079A (en) * | 2018-04-04 | 2018-10-26 | 宿州诺亚坚舟光伏科技有限公司 | A kind of float type water upper float array |
CN109250044A (en) * | 2018-09-18 | 2019-01-22 | 长江勘测规划设计研究有限责任公司 | The weather-proof water surface photovoltaic plateform system of overlength and installation method |
CN109250044B (en) * | 2018-09-18 | 2024-03-29 | 长江勘测规划设计研究有限责任公司 | Super-long weather-proof water surface photovoltaic platform system and installation method |
CN110920808A (en) * | 2019-12-05 | 2020-03-27 | 中国石油大学(华东) | Mooring system suitable for pumped storage power station development photovoltaic on water |
CN111098989A (en) * | 2019-12-30 | 2020-05-05 | 界首市谷峰光伏科技有限公司 | Floating photovoltaic cell panel assembly based on modular assembly |
CN111098989B (en) * | 2019-12-30 | 2020-12-04 | 灵璧县浩翔信息科技有限公司 | Floating photovoltaic cell panel assembly based on modular assembly |
CN112874710B (en) * | 2021-01-12 | 2022-05-24 | 史琼 | Offshore floating platform module convenient to assemble |
CN112874710A (en) * | 2021-01-12 | 2021-06-01 | 史琼 | Novel module of offshore floating platform convenient to equipment |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205792366U (en) | A kind of modularity floatation type photovoltaic array and photovoltaic plant thereof | |
CN205792367U (en) | Connection buoyancy aid, buoyancy aid group, array and the power station of a kind of Overwater-floating floating photovoltaic array | |
US9027288B2 (en) | Solar array system for covering a body of water | |
CN205770043U (en) | The anchor system of a kind of floating type water photovoltaic array and photovoltaic plant | |
CN206808435U (en) | A kind of Overwater-floating floating photovoltaic generation and cage culture integrated apparatus | |
CN205792386U (en) | It is applied to the support on Overwater-floating floating photovoltaic array buoyancy aid, assembly, array, power station | |
CN103314262A (en) | Buoyant solar panel, and solar power plant consisting of an assembly of said panels | |
CN107453689A (en) | A kind of modularization floatation type photovoltaic array | |
CN204998723U (en) | Flexible surface of water floats photovoltaic power plant installing the system | |
CN206107501U (en) | Showy formula photovoltaic array's on water body, photovoltaic array and photovoltaic power plant | |
CN206602494U (en) | A kind of floating on water adjustable angle photovoltaic bracket | |
CN205647362U (en) | Large -span prestressing force cable photovoltaic support | |
CN107351985B (en) | Anchor system of floating type water photovoltaic array | |
CN112701994A (en) | Ocean resource three-dimensional development structure based on wind, light and fish complementation | |
CN105871309A (en) | Floating type overwater photovoltaic power generation system | |
CN104093910A (en) | A tire assembly and a method of building a support structure in a marine environment using tires | |
DE102017204121A1 (en) | Floating offshore facility for converting wind energy and / or solar energy into electrical energy | |
CN115180082A (en) | Single-column photovoltaic power generation array platform | |
KR20190140154A (en) | Mooring Structure for Construction of Floating Solar Power Generating System | |
WO2014153319A1 (en) | Solar array system for covering a body of water | |
CN207069543U (en) | The cable system and floatation type photovoltaic array of a kind of Overwater-floating floating photovoltaic array | |
KR101075064B1 (en) | Sea wind power generating facility for making inclosing net | |
CN106385224A (en) | Water photovoltaic power station | |
KR101844040B1 (en) | Floating solar power generating system | |
CN214591241U (en) | Ocean resource three-dimensional development structure based on wind, light and fish complementation |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20170411 Address after: Three village in Anhui province 234103 Yongqiao District of Suzhou City Cao village Longhua Mining Machinery Factory Patentee after: Suzhou Solar Energy Technology Co., Ltd. Address before: 341214 Shangyou County of Jiangxi Province, Ganzhou City Industrial Park Patentee before: Norseman surface photovoltaic technology (Ganzhou) Co., Ltd. |
|
TR01 | Transfer of patent right |