CN206524802U - Photovoltaic bracket column or pile foundation absolute altitude regulating part - Google Patents
Photovoltaic bracket column or pile foundation absolute altitude regulating part Download PDFInfo
- Publication number
- CN206524802U CN206524802U CN201720115098.4U CN201720115098U CN206524802U CN 206524802 U CN206524802 U CN 206524802U CN 201720115098 U CN201720115098 U CN 201720115098U CN 206524802 U CN206524802 U CN 206524802U
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- CN
- China
- Prior art keywords
- pile foundation
- absolute altitude
- regulating part
- levelling lever
- jaw
- 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.)
- Expired - Fee Related
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- 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
The utility model discloses a kind of photovoltaic bracket column or pile foundation absolute altitude regulating part, it is characterised in that：Including base and the vertical adjustment bar being arranged on base, vertical adjustment bar is Height Adjustable in vertical direction, the top of vertical adjustment bar has cable clamping interface, the base is set on levelling lever and can slided along levelling lever length direction, be provided with the first fastener for base being fixed on levelling lever on base, the adjustable in length of levelling lever in the horizontal direction, the two ends of levelling lever have the end connection that can be connected with two adjacent upright or pile foundation.The invention also discloses the construction method of a kind of photovoltaic power plant bracket column using above-mentioned absolute altitude regulating part or pile foundation absolute altitude.The utility model can improve support installation rate and quality, and construction method is simple, and installation cost is low.
Description
Technical field
The utility model is related to a kind of photovoltaic bracket column or pile foundation absolute altitude regulating part, it is adaptable in mountain region etc. intricately
The installation of photovoltaic power plant bracket or pile foundation construction in shape, belong to photovoltaic plant technical field of construction.
Background technology
In recent years, sharply increasing with photovoltaic plant Quantity, direction and the preferable place of physical features have been difficult to find,
The addressing orographic condition in power station worse and worse, builds difficulty also increasing.Big especially in surface relief injustice, Aspect
Design and construction photovoltaic plant on mountain region, it is desirable to which the absolute altitude of bracket upright post or pile foundation need to change along topography variation, after installation
Photovoltaic arrays will have the component in preferable matching degree, and adjacent two Pin supports that dislocation is not present in East and West direction and hides with earth's surface
Gear, its difficulty of design and construction is reluctant and explained.Photovoltaic arrays medium-height trestle column and the pile foundation quantity in photovoltaic plant are more, construction
Quantities is than larger, and the construction period is tight, and construction team's level is uneven, installed to bracket upright post and pile foundation construction field pipes
The problem of reason and quality control bring larger, badly influences later stage rack beam and component is installed, construction cost increase.
In order to realize that bracket upright post or pile foundation change along uneven landform height, people have carried out various change
Enter and attempt.
A kind of scheme is, by design standard pile foundation, to be adjusted using adjustable support, such as：Patent No.
201620483971.0, it is entitled《A kind of photovoltaic bracket for being easy to adjust》Chinese utility model patent in disclose a kind of light
Lie prostrate support, by the way that circular anchoring pile is prefabricated in basis, circular support column is interspersed in circular anchoring pile, site operation according to
Bracket upright post regulation is passed through column and anchoring pile by landform to suitable height, then with a cross bolts, column is reliably connected with anchoring pile
Connect；And for example：It is entitled in Application No. 201210326950.4《One kind installs adjustable solar cell module and fixes branch
Frame》Chinese utility model patent application documents in disclose a kind of solar module fixed support, bracket upright post passes through weldering
The steel plate that mode is connect with being embedded in pile foundation is connected, and the height of bracket upright post need to measure institute after pile foundation construction terminates
There is the three-dimensional coordinate of pile foundation, utilization space geometry calculates the bracket upright post height corresponding with each pile foundation.In addition,
It is in the field of business to also have using round type adjustable support come the demand of adaptation to the ground fluctuations column height change.
Another scheme is design standard structure stand, and the need of adaptation to the ground change are reached using regulation pile foundation absolute altitude
Ask, the absolute altitude of this kind of method pile foundation can only scene determination.
Though rolling topography change can be solved in such scheme to bracket upright post or the demand of pile foundation height change, it is adjustable
The height for saving bracket upright post or pile foundation determines typically by site operation personnel, because construction team's level is uneven, arbitrarily
Property it is strong, column or pile foundation highly determine to follow without standard, random to adjust repeatedly, it is impossible to one-time-reach-place greatly, construction quality hardly possible
To control；By calculating the column determined, though with terrain match preferably, all columns are both needed to customize production, need coding
Processing, difficult big to production management and field management, installation rate is also slower.
Accordingly, it would be desirable to design it is a kind of can carry out quickly and accurately absolute altitude to the height of the column of photovoltaic bracket or pile foundation,
So as to accurately determine the height of column or pile foundation, it is allowed to be better adapted to the complicated landform such as mountain region, improves complicated landform
Speed and construction quality that upper photovoltaic plant pile foundation construction and support are installed, it is ensured that the construction quality of photovoltaic plant, reduction is applied
Work cost.
The content of the invention
The utility model is in the prior art, it is adaptable to which the adjustable support column or pile foundation in mountain region power station are being installed
During height determination without unified standard, there is provided a kind of photovoltaic power plant bracket column or pile foundation for random big technical problem
Plinth absolute altitude regulating part, accelerates the installation rate of support, installation quality is improved, meanwhile, in the complicated landform such as reduction mountain region
The installation cost of photovoltaic plant.
Therefore, the utility model is adopted the following technical scheme that：
A kind of photovoltaic bracket column or pile foundation absolute altitude regulating part, it is characterised in that：Including base and being arranged on base
Vertical adjustment bar, vertical adjustment bar is Height Adjustable in vertical direction, and the top of vertical adjustment bar has cable clamping interface, described
Base is set on levelling lever and can slided along levelling lever length direction, is provided with base for base to be fixed
The first fastener on levelling lever, the adjustable in length of levelling lever in the horizontal direction, the two of levelling lever
End is with the end connection that can be connected with two adjacent upright or pile foundation.
Further, the levelling lever includes the left levelling lever and right levelling lever being mutually inserted for a pair,
And the inserting depth between left levelling lever and right levelling lever can adjust and be fixed by the second fastener.
Further, the end connection is a pair of jaws positioned at the two ends of levelling lever, the opening direction of jaw
Vertical with the length direction of vertical adjustment bar, jaw has madial wall, lateral wall and a bottom wall, and the lateral wall of jaw is provided with adjustable
Save the jaw regulating part of width of jaw.
Further, the jaw regulating part includes the screw rod being located on jaw lateral wall, the outboard end connection of screw rod
One fastening cap, the medial extremity of screw rod connects a jig arm.
Further, the madial wall of the jaw has outside radian, and the jig arm has inside radian.
Further, first fastener, the second fastener are clamping screw.
Further, the cable clamping interface includes being opened in vertical adjustment bar top, vertically adjusting rod length direction
Elongated slot, and, along some necks of elongated slot both sides alternately equidistantly distributed, each neck has the section of triangle and three
Angular top end opening is in elongated slot.
Further, the spacing positioned at the adjacent neck of elongated slot homonymy is 50mm ~ 100mm.
Further, the vertical adjustment bar is connected by the screw thread column cap of bottom with the screw thread mouth on base top；It is described
Base, vertical adjustment bar, levelling lever, end connection, the first fastener, the second fastener using high-strength aluminum alloy or
Steel are one time punching molded.
The utility model has the advantages that：
The utility model is erected by the installed height mark regulating part in the middle of two adjacent bracket upright posts of non-same Pin supports along branch
Engineering line is hung on the absolute altitude regulating part of post arranged direction, by the two adjacent bracket upright post levels for adjusting the non-same Pin supports of engineering line
To the height of center position, realize that the elevation of top line of all adjustable support columns is determined；Solve in the prior art, support
The elevation of top line of column is without unified standard, random big technical problem.Installed by construction method of the present utility model
Photovoltaic arrays, it is to avoid component alternate angle between adjacent two Pin supports and block, square formation integrated beauty sensitivity is preferably, multiple with mountain region etc.
Miscellaneous landform has a higher matching degree, construction further standardization, it is to avoid construction team's level is uneven and construction is random right
The influence of construction quality, is favorably improved support installation rate and quality, and its construction method is simple, and installation cost has also dropped
It is low.
Brief description of the drawings
Fig. 1 is schematic diagram of the present utility model；
Fig. 2 is the structural representation of absolute altitude regulating part of the present utility model；
Fig. 3 is the top view of absolute altitude regulating part of the present utility model；
Fig. 4 is Fig. 3 I-I direction views；
Fig. 5 is the schematic diagram of construction method of the present utility model；
Wherein：100 be absolute altitude regulating part, and 1 is base, and 11 be the first fastener, and 12 be base screw；2 be vertical adjustment
Bar, 21 be screw thread column cap, and 22 be cable clamping interface, and 22a is elongated slot, and 22b is neck；3 be levelling lever, and 31 be left Level tune
Bar, 31a is cavity, and 32 be right levelling lever, and 32a is plug division, and 33 be jaw, and 33a is madial wall, and 33b is lateral wall,
33c is bottom wall, and 34 be jaw regulating part, and 34a is screw rod, and 34b is fastening cap, and 34c is jig arm, and 35 be the second fastener； 200
It is bracket upright post for pile foundation, 300,400 be engineering line, and 500 be natural terrain（East and West direction）.
Embodiment
The utility model is made further to be described in detail with specific embodiment below in conjunction with the accompanying drawings.
As Figure 1-4, photovoltaic bracket column or pile foundation absolute altitude regulating part 100 of the present utility model, including：Base 1
With the vertical adjustment bar 2 being arranged on base, vertical adjustment bar 2 is Height Adjustable in vertical direction, the height of vertical adjustment bar 2
Bar height adjusting method of the prior art can be used by spending regulative mode, such as flexible pole technology, will not be described here.
Base 1 is set on levelling lever 3 and can slided along the length direction of levelling lever 3.Levelling lever 3 is in water
Square upward adjustable in length.As a kind of embodiment of length adjustment, levelling lever 3 includes a pair of phase interfix
The left levelling lever 31 and right levelling lever 32 connect, by adjusting between left levelling lever 31 and right levelling lever 32
Inserting depth adjust the length of levelling lever 3, when required length is arrived in regulation, by second fastener 35 by they
Fixed, the second fastener 35 can use clamping screw.Second fastener 35 is arranged on the bottom of levelling lever 3, can prevent
Slide, improve the stability of structural member in work progress.
As a kind of concrete implementation mode, as shown in figure 3, its of left levelling lever 31 and right levelling lever 32
In one be fabricated to the spill bar with a cavity 31a, another is fabricated to the convex bar with a plug division 32a, insert
Socket part 32a can be inserted into cavity 31a.In principle, by designing plug division 32a length, in that case it can be decided that levelling lever 3 is in water
Square to adjustable in length maximum magnitude.
The two ends of levelling lever 3 have the end connection that can be connected with two adjacent upright or pile foundation；It is used as end connection
A kind of specific implementation of part, end connection is a pair of jaws 33 positioned at the two ends of levelling lever, the openings of jaw
To vertical with the length direction of vertical adjustment bar 2, jaw has madial wall 33a, lateral wall 33b and bottom wall 33c, the outside of jaw
Wall is provided with the jaw regulating part 34 of adjustable width of jaw, specifically, and jaw regulating part 34 includes being located in jaw lateral wall
On screw rod 34a, the outboard end of screw rod connects a fastening cap 34b, and the medial extremity of screw rod connects a jig arm 34c.Here, being description
It is convenient, define length direction or opening direction that the direction vertical with bottom wall 33c is jaw, the direction vertical with its length direction
For the width of jaw.Certainly, end connection can also use other structures, such as anchor ear, in principle, as long as can be by level
The two ends of adjusting rod, which are connected and fixed to the column of photovoltaic bracket or the structure of pile foundation, can be used in work in the utility model
For end connection.
In order to obtain more preferable implementation result, the madial wall 33a of jaw has outside radian, and jig arm 34c has inside
Radian, so, formed between the madial wall 33a and jig arm 34c of jaw be used for clamp photovoltaic bracket column or pile foundation
Space it is larger for an intermediate sizes, and the less fusiformis space of two area of beds can prevent the column or pile foundation of support from taking off
Go out.
During construction, the end connection at the two ends of levelling lever 3 is fixed in two adjacent bracket upright posts 300 or pile foundation 200,
Sliding bottom 1 makes middle part of the vertical adjustment bar 2 in two stands column 300 or pile foundation 200.
Base 1 is on the whole " returning " font, is set on the spill bar with a cavity 31a, at least the one of base
Individual side offers a screwed hole, for installing the first fastener 11, when position needed for base 1 is moved in spill bar,
It is fixed in by the first fastener 11 on spill bar, anti-sliding stop, the first fastener can use clamping screw.
The top of base 1 is provided with screwed hole 12, for installing vertical adjustment bar 2.Vertical adjustment bar 2 is with certain thickness
The rectangle shape extrusion of degree is formed, and bottom is threaded column cap 21, vertical adjustment bar 2 by the screw thread column cap 21 of its bottom with
The screwed hole 12 at the top of base 1 is connected, and forms integrative-structure, in work progress, is slided jointly on levelling lever 3.It is perpendicular
Cable clamping interface 22 is machined with to the top of adjusting rod 2, cable clamping interface 22 is used in work progress, by the engineering line for adjusting elevation
4 block.Specifically, as shown in figure 4, cable clamping interface 22 include be opened in the top of vertical adjustment bar 2, vertically adjust pole length side
To elongated slot 22a, and, along some neck 22b of elongated slot both sides alternately equidistantly distributed, each neck has triangle
Section and triangle top end opening in elongated slot.The size of the opening of neck is slightly larger than the diameter of engineering line 4.In theory
Say, engineering line 4 sets suitable height on vertical adjustment bar 2 for convenience, neck 22b arrangement is more intensive better, still,
Too intensive neck is increase difficulty of processing, meanwhile, make the rigidity variation of vertical adjustment bar 2, be unfavorable for durability and use.Through surveying
Examination, the spacing positioned at the adjacent neck of elongated slot homonymy using 50mm ~ 100mm is suitable, takes into account engineering line 4 in vertical adjustment bar 2
On arrangement and vertical adjustment bar 2 difficulty of processing and rigidity.Certainly, the structure of cable clamping interface 22 is not limited thereto, neck
22b cross sectional shape can also have various shapes, and this has no effect on implementation result of the present utility model.It is vertical to adjust in construction
Pole 2 is directly installed on base 1, is connected and is integral with base, and engineering line 400 is put into along elongated slot 22a and is placed in neck
In 22b, prevent from separating with vertical adjustment bar 2 in topography variation large area engineering line 400.
In order to increase weatherability of the present utility model, extend in service life of the present utility model, the utility model and own
Component using high-strength aluminum alloy AL6063-T5 or Q235B steel it is one time punching molded, above-mentioned component includes：It is vertical to adjust
Pole is connected by the screw thread column cap of bottom with the screw thread mouth on base top；The base, vertical adjustment bar, levelling lever,
End connection, the first fastener, second fastener 35 etc..
As shown in Figure 1,5, photovoltaic power plant bracket column or pile foundation mark are determined using absolute altitude regulating part of the present utility model
Gao Shi, its construction method is as follows：
Illustrated by taking the determination of bracket upright post absolute altitude as an example, wherein, 500 be transmeridional natural terrain, construction method bag
Include following step：
S1：After the construction of pile foundation 200 terminates, the two stands column 300 of the adjacent position of non-same Pin supports is installed to
Position；
S2：This practicality is installed between two adjacent upright posts of the centre of above-mentioned adjacent two stands column and other non-same Pin supports
New absolute altitude regulating part 100, the packing density Combining with terrain complexity of absolute altitude regulating part 100 is determined；Topography variation compared with
Big region, the packing density of absolute altitude regulating part is increased；
S3：Along bracket upright post or pile foundation arranged direction（Generally East and West direction）Installing engineering line 400, by engineering line 400
Hang in the cable clamping interface 22 at the top of vertical adjustment bar；
S4：The height of the present cable clamping interface 22 in vertical direction of engineering line 400 is adjusted according to landform, so as to reach adjustment
The height of engineering line 400 in vertical direction；Adjust the engineering line finished and the support transverse beam being subsequently mounted, photovoltaic arrays group
Part lowest edge line is parallel；
S5：After above-mentioned steps to be done, the absolute altitude of all bracket upright posts is it has been determined that again erecting height-adjustable branch
The height and position with the engineering line 400 of bracket upright post corresponding position is adjusted at the top of post；
S6：After all column targets are highly adjusted in place, projects line 400 and absolute altitude structural member 100, complete light in a row
Lie prostrate the absolute altitude of support；Turn next row photovoltaic bracket.
Above-mentioned construction procedure be by taking the determination of bracket upright post absolute altitude as an example, the absolute altitude regulating step of pile foundation with it is secondary identical.
Particular embodiments described above, enters to technical problem, technical scheme and the beneficial effect that the utility model is solved
Further description is gone, should be understood that and the foregoing is only specific implementation of the patent example, be not used to limit
The utility model processed, all within spirit of the present utility model and principle, any modification, equivalent substitution and improvements done etc.,
It should be included within protection domain of the present utility model.
Claims (9)
1. a kind of photovoltaic bracket column or pile foundation absolute altitude regulating part, it is characterised in that：Including base and being arranged on base
Vertical adjustment bar, vertical adjustment bar is Height Adjustable in vertical direction, and the top of vertical adjustment bar has cable clamping interface, the bottom
Cover for seat is located on levelling lever and can slided along levelling lever length direction, is provided with base for base to be fixed on
The first fastener on levelling lever, the adjustable in length of levelling lever in the horizontal direction, the two ends of levelling lever
With the end connection that can be connected with two adjacent upright or pile foundation.
2. photovoltaic bracket column according to claim 1 or pile foundation absolute altitude regulating part, it is characterised in that：The level is adjusted
Pole includes a pair left levelling levers and right levelling lever that are mutually inserted, and left levelling lever and right levelling lever
Between inserting depth it is adjustable and fixed by the second fastener.
3. photovoltaic bracket column according to claim 1 or pile foundation absolute altitude regulating part, it is characterised in that：The end connection
Part is a pair of jaws positioned at the two ends of levelling lever, and the opening direction of jaw is vertical with the length direction of vertical adjustment bar,
Jaw has madial wall, lateral wall and bottom wall, and the lateral wall of jaw is provided with the jaw regulating part of adjustable width of jaw.
4. photovoltaic bracket column according to claim 3 or pile foundation absolute altitude regulating part, it is characterised in that：The jaw is adjusted
Section part includes the screw rod being located on jaw lateral wall, and the outboard end of screw rod connects a fastening cap, the medial extremity connection one of screw rod
Jig arm.
5. photovoltaic bracket column according to claim 4 or pile foundation absolute altitude regulating part, it is characterised in that：The jaw
Madial wall has outside radian, and the jig arm has inside radian.
6. photovoltaic bracket column according to claim 2 or pile foundation absolute altitude regulating part, it is characterised in that：Described first is tight
Firmware, the second fastener are clamping screw.
7. photovoltaic bracket column according to claim 1 or pile foundation absolute altitude regulating part, it is characterised in that：The cable clamping interface
Include the elongated slot of vertically adjusting rod length direction that is being opened in vertical adjustment bar top, and, interlock along elongated slot both sides
Some necks of ground equidistantly distributed, each neck has the top end opening of the section of triangle and triangle in elongated slot.
8. photovoltaic bracket column according to claim 7 or pile foundation absolute altitude regulating part, it is characterised in that：Positioned at elongated slot
The spacing of the adjacent neck of homonymy is 50mm~100mm.
9. photovoltaic bracket column according to claim 2 or pile foundation absolute altitude regulating part, it is characterised in that：The vertical tune
Pole is connected by the screw thread column cap of bottom with the screw thread mouth on base top；The base, vertical adjustment bar, levelling lever,
End connection, the first fastener, the second fastener are one time punching molded using high-strength aluminum alloy or steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720115098.4U CN206524802U (en) | 2017-02-07 | 2017-02-07 | Photovoltaic bracket column or pile foundation absolute altitude regulating part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720115098.4U CN206524802U (en) | 2017-02-07 | 2017-02-07 | Photovoltaic bracket column or pile foundation absolute altitude regulating part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206524802U true CN206524802U (en) | 2017-09-26 |
Family
ID=59890334
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720115098.4U Expired - Fee Related CN206524802U (en) | 2017-02-07 | 2017-02-07 | Photovoltaic bracket column or pile foundation absolute altitude regulating part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206524802U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106602984A (en) * | 2017-02-07 | 2017-04-26 | 常州天合光能有限公司 | Photovoltaic support stand column or pile foundation elevation adjusting device and construction method thereof |
| CN114665797A (en) * | 2022-05-06 | 2022-06-24 | 中广核新能源六安有限公司 | Photovoltaic support stand column or pile foundation elevation adjusting part and construction method |
-
2017
- 2017-02-07 CN CN201720115098.4U patent/CN206524802U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106602984A (en) * | 2017-02-07 | 2017-04-26 | 常州天合光能有限公司 | Photovoltaic support stand column or pile foundation elevation adjusting device and construction method thereof |
| CN106602984B (en) * | 2017-02-07 | 2018-08-28 | 天合光能股份有限公司 | Photovoltaic bracket column or pile foundation absolute altitude regulating part and construction method |
| CN114665797A (en) * | 2022-05-06 | 2022-06-24 | 中广核新能源六安有限公司 | Photovoltaic support stand column or pile foundation elevation adjusting part and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: Solar photovoltaic industry park Tianhe Road 213031 north of Jiangsu Province, Changzhou City, No. 2 Co-patentee after: YUNNAN METALLURGICAL NEW ENERGY Co.,Ltd. Patentee after: TRINA SOLAR Co.,Ltd. Address before: Solar photovoltaic industry park Tianhe Road 213031 north of Jiangsu Province, Changzhou City, No. 2 Co-patentee before: YUNNAN METALLURGICAL NEW ENERGY Co.,Ltd. Patentee before: trina solar Ltd. Address after: Solar photovoltaic industry park Tianhe Road 213031 north of Jiangsu Province, Changzhou City, No. 2 Co-patentee after: YUNNAN METALLURGICAL NEW ENERGY Co.,Ltd. Patentee after: trina solar Ltd. Address before: Solar photovoltaic industry park Tianhe Road 213031 north of Jiangsu Province, Changzhou City, No. 2 Co-patentee before: YUNNAN METALLURGICAL NEW ENERGY Co.,Ltd. Patentee before: CHANGZHOU TRINA SOLAR ENERGY Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170926 Termination date: 20190207 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |