CN206719483U - A kind of anchor for being used to adjust photovoltaic floating body waterborne - Google Patents
A kind of anchor for being used to adjust photovoltaic floating body waterborne Download PDFInfo
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- CN206719483U CN206719483U CN201720321714.1U CN201720321714U CN206719483U CN 206719483 U CN206719483 U CN 206719483U CN 201720321714 U CN201720321714 U CN 201720321714U CN 206719483 U CN206719483 U CN 206719483U
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- stay rod
- floating body
- truss
- guide rail
- skidding
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Abstract
The utility model discloses a kind of anchor for being used to adjust photovoltaic floating body waterborne, including floating body and fixed infrastructure, also include guide rail structure, skidding structure, truss stay rod structure, hitch structure and buoyancy structure, guide rail structure is fixed on fixed infrastructure and set along the gradient direction of bank slope, buoyancy structure is arranged in truss stay rod structure, truss stay rod structure one end is connected with floating body, the truss stay rod structure other end is connected with skidding structure, skidding structure installation by adhering is among the slideway of guide rail structure, hitch structure is connected with truss stay rod structure.Compared with prior art, the utility model uses adaptive water level regulation Anchorage Plan, it can be changed according to the height of water and accordingly adjust the anchorage point of floating body, prevent floating body from being flooded by the water surface, influence uses function, the displacement space that the program can provide wind load and turbulent water is brought simultaneously, maintains its body Stability Analysis of Structures, avoids fixing the floating body structure destruction that anchorage style is brought.
Description
Technical field
The anchorage style of floating on water surface photovoltaic array is the utility model is related to, it particularly relates to a kind of slidingtype water level
Adjust floating body anchor structure.
Background technology
At present, the contradiction of the construction of ground photovoltaic plant and shortage of land resource is becoming increasingly acute, photovoltaic industry development need
New utilization of area mode.Water surface floating photovoltaic plant is a kind of photovoltaic plant construction mode under the new situation, can be abundant
Using regional water area resource, photovoltaic plant is built.But also occurs many in floating on water photovoltaic plant process of construction urgently
The technical barrier that need to be solved, wherein mostly important is exactly the anchorage problem for floating array.At present, the anchoring skill commonly used on the market
Art is more using strut, zip and the form such as cast anchor, but these anchorage technologies can only fix the position of photovoltaic array, it is impossible to tackles
Complicated water environment conversion, when especially water level changes up and down, the anchor structure of photovoltaic array can not make corresponding tune
Whole, this can influence the stability of power station O＆M.
The Anchorage Plan research of regulating level has been risen on this basis, for adapting to the floating electricity of a variety of water environments
Stand construction, improve the stability of floating on water surface power station operation, reduce maintenance cost.
The content of the invention
Technical problem to be solved in the utility model is to provide a kind of slidingtype water level regulation floating body anchor structure, solution
Certainly current floating on water surface photovoltaic plant fixes the problem of being difficult in adapt to SEA LEVEL VARIATION, and that expands floating on water photovoltaic plant applies model
Enclose, preferably promote the development of regional green energy resource.
In order to solve the above technical problems, the technical solution adopted in the utility model is：
A kind of anchor for being used to adjust photovoltaic floating body waterborne, including floating body and fixed infrastructure, its feature exist
In：Also include guide rail structure, skidding structure, truss stay rod structure, hitch structure and buoyancy structure, the guide rail structure is fixed
Set on the fixed infrastructure and along the gradient direction of bank slope, the buoyancy structure is arranged on the truss stay rod knot
On structure, described truss stay rod structure one end is connected with floating body, and the truss stay rod structure other end is connected with skidding structure, institute
State truss stay rod structure to slide on the guide rail structure by the skidding structure, the hitch structure and truss stay rod knot
Structure is connected.
The skidding structure installation by adhering is among the slideway of guide rail structure.
The guide rail structure is connected with fixed infrastructure using including but not limited to welding manner.
The buoyancy structure is arranged using including but not limited to floating box structure along truss stay rod even structure.
The truss stay rod structure includes two upper struts and two lower supporting rods；Skidding structure includes four pulleys, two
Pulley is connected on strut, and two pulleys are connected on lower supporting rod.Skidding structure uses Double-wheel structure, flat when ensureing to slide
Stability.
The truss stay rod structure is connected using including but not limited to articulated manner with floating body.
The hitch structure is connected by including but is not limited to cable wire with truss stay rod structure.
Pulley structure is arranged in guide rail structure chute, and guide rail structure can encase pulley structure outside, and turbulent water glides
Wheel construction will not come off from guide rail structure.
The utility model uses adaptive water level regulation Anchorage Plan, can be changed according to the height of water and accordingly adjust drift
The anchorage point of floating body, prevents floating body from being flooded by the water surface, influences to use function, while the program can provide wind load and current
The displacement space that disturbed belt comes, maintains its body Stability Analysis of Structures, avoids fixing the floating body structure destruction that anchorage style is brought.With showing
There is technology to compare, the program is simple in construction, and application is more extensive.
Compared with prior art, it is using the effect of above-mentioned technical proposal：The utility model uses skidding/guide rail scheme,
The function of the height according to fluctuation of water table automatic adjusument floating power barge raft can be realized, avoids power station from being flooded by water body
Not yet, the safety and stablization in power station are maintained to run.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is truss stay rod structure, buoyancy structure and skidding structure connection diagram of the present utility model.
Fig. 3 is the structural representation of the utility model guide rail structure.
Fig. 4 is the structural representation of the utility model skidding structure
In figure, 1, guide rail structure；2nd, pulley structure 3, truss stay rod structure；4th, hitch structure；5th, fixed infrastructure；6、
Buoyancy structure.
Embodiment
Below in conjunction with the accompanying drawings, the utility model is elaborated：
As shown in figure 1, the utility model slidingtype water level regulation floating body anchor structure, including guide rail structure 1, skidding structure
2nd, truss stay rod structure 3, hitch structure 4, fixed infrastructure 5 and buoyancy structure 6, guide rail structure is fixed on fixed infrastructure
On, and the length of guide rail structure should cover lowest water level and peak level.The one end of truss stay rod structure 3 and installation power station
Floating body be connected, the other end is connected with skidding structure 2.The installation by adhering of skidding structure 2 is among the slideway of guide rail 1.Traction knot
Structure 4 is connected with truss stay rod structure 3.Total can determine slidingtype water level regulation floating body according to the size of photovoltaic array
The installation number of anchor structure and position.
Use fixed infrastructure 5 of the pile foundation as anchor structure in bank slope, affixed steel column in pile foundation, guide rail structure 1 with
Steel column is connected using welding manner.
The one end of truss stay rod structure 3 sets adaptor to be hinged with floating body ear structure, the other end and the phase of skidding structure 2
Even, skidding rotating shaft set enters in truss connecting hole, and two-wheel is symmetrical on truss structure.
Skidding structure 2 is embedded in guide rail structure 1, the cross section of guide rail structure 1 presentation rectangular in form, upper end perforate, and width is full
Sufficient truss stay rod structure 3 moves up and down, while realizes effective parcel to skidding structure 2, prevents coming off in sliding process.
Along the longitudinal direction of truss stay rod structure 3, rationally uniform buoyancy structure 6, buoyancy structure 6 use the form of buoyancy tank, buoyancy tank bottom
Less than the lower edge along truss stay rod structure 3, ensure the lower edge along truss stay rod structure 3 under the buoyancy of buoyancy tank, no
No upstream face, while reduce the possibility of the end jam of slide construction 2, keep slip unimpeded.
Guide rail structure 1 sets hitch structure 4 around top, and hitch structure 4 buckles into the horizontal stroke of truss stay rod structure 3 by cable wire
Bar realizes that structure is connected, and hitch structure 4 can furl cable wire by rotating circular disc, and driving truss pole structure 3 moves up, and solves wheel
2 temporary stuck issue of Slipped Clove Hitch structure.
Claims (7)
1. a kind of anchor for being used to adjust photovoltaic floating body waterborne, including floating body and fixed infrastructure, it is characterised in that：
Also include guide rail structure（1）, skidding structure（2）, truss stay rod structure（3）, hitch structure（4）And buoyancy structure（6）, it is described
Guide rail structure（1）It is fixed on the fixed infrastructure and is set along the gradient direction of bank slope, the buoyancy structure（6）If
Put in the truss stay rod structure（3）On, the truss stay rod structure（3）One end is connected with floating body, the truss stay rod knot
Structure（3）The other end and skidding structure（2）It is connected, the truss stay rod structure（3）Pass through the skidding structure（2）It can be led described
Rail structure（1）Upper slip, the hitch structure（4）With truss stay rod structure（3）It is connected.
2. anchor according to claim 1, it is characterised in that：The skidding structure installation by adhering is in guide rail structure
Slideway among.
3. anchor according to claim 1, it is characterised in that：The guide rail structure（1）Adopted with fixed infrastructure
Connected with welding manner.
4. anchor according to claim 1, it is characterised in that：The buoyancy structure（6）Using floating box structure, along purlin
Frame pole structure（3）It is evenly arranged.
5. anchor according to claim 1, it is characterised in that：The truss stay rod structure（3）Including two upper supports
Bar and two lower supporting rods；Skidding structure（2）Including four pulleys, two pulleys are connected on strut, and two pulleys are connected to
On lower supporting rod.
6. anchor according to claim 1, it is characterised in that：The truss stay rod structure（3）Using articulated manner
It is connected with floating body.
7. anchor according to claim 1, it is characterised in that：The hitch structure（4）Supportted by cable wire and truss
Bar structure（3）It is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720321714.1U CN206719483U (en) | 2017-03-30 | 2017-03-30 | A kind of anchor for being used to adjust photovoltaic floating body waterborne |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720321714.1U CN206719483U (en) | 2017-03-30 | 2017-03-30 | A kind of anchor for being used to adjust photovoltaic floating body waterborne |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206719483U true CN206719483U (en) | 2017-12-08 |
Family
ID=60503785
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720321714.1U Active CN206719483U (en) | 2017-03-30 | 2017-03-30 | A kind of anchor for being used to adjust photovoltaic floating body waterborne |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206719483U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109263817A (en) * | 2018-09-27 | 2019-01-25 | 中国电建集团成都勘测设计研究院有限公司 | Floating photovoltaic power station system for hydroelectric project large water-head |
| CN113844595A (en) * | 2021-10-14 | 2021-12-28 | 杭州明音喷泉景观有限公司 | Fountain floating platform |
-
2017
- 2017-03-30 CN CN201720321714.1U patent/CN206719483U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109263817A (en) * | 2018-09-27 | 2019-01-25 | 中国电建集团成都勘测设计研究院有限公司 | Floating photovoltaic power station system for hydroelectric project large water-head |
| CN113844595A (en) * | 2021-10-14 | 2021-12-28 | 杭州明音喷泉景观有限公司 | Fountain floating platform |
| CN113844595B (en) * | 2021-10-14 | 2022-04-15 | 杭州明音喷泉景观有限公司 | Fountain floating platform |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Room 605, Building 1, Fengsheng Shanghui, 119 Software Avenue, Nanjing, Jiangsu Province, 210000 Patentee after: Xihe Electric Power Co., Ltd. Address before: Room 605, Building 1, Fengsheng Shanghui, 119 Software Avenue, Nanjing, Jiangsu Province, 210000 Patentee before: Share Power Co., Ltd. |