CN205348209U - Complicated topography photovoltaic square matrix stake justification structure - Google Patents
Complicated topography photovoltaic square matrix stake justification structure Download PDFInfo
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- CN205348209U CN205348209U CN201620047386.6U CN201620047386U CN205348209U CN 205348209 U CN205348209 U CN 205348209U CN 201620047386 U CN201620047386 U CN 201620047386U CN 205348209 U CN205348209 U CN 205348209U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 81
- 239000010959 steel Substances 0.000 claims abstract description 81
- 238000003491 array Methods 0.000 claims description 15
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract 1
- 230000002349 favourable effect Effects 0.000 abstract 1
- 230000015572 biosynthetic process Effects 0.000 description 7
- 238000013461 design Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000001276 controlling effect Effects 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
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Abstract
The utility model discloses a complicated topography photovoltaic square matrix stake justification structure, including pre -buried sub -assembly of support base and support stand, it still includes steel pipe footstock board and bottom plate, steel pipe footstock board fix on the top of the pre -buried sub -assembly of support base, the bottom plate is fixed in the bottom of support stand, opens first waist hole on the steel pipe footstock board symmetrically, opens second waist hole on the bottom plate symmetrically, first waist hole and second waist hole mutually perpendicular set up, and the downthehole bolt that is equipped with of first waist hole and second waist is cooperateed in first waist hole and second waist hole to be in the same place the pre -buried sub -assembly of support base and support stand are fixed through this bolt. The utility model discloses an adjustment of support column position is simple and convenient, makes construction quality obtain guaranteeing, is favorable to improving pile foundation and support mounting speed for whole power station construction process, because support column position adjusts to the right place, make monolith support outward appearance effect have great improvement, support structural strength obtains guaranteeing.
Description
Technical field
This utility model relates to a kind of complicated landform photovoltaic arrays stake position and adjusts structure, belongs to photovoltaic system technical field.
Background technology
Rapidly increasing recently as domestic photovoltaic plant capacity, the places with a varied topography such as the smooth land resource of physical features reduces increasingly, mountain region have become the place resource that important photovoltaic plant is built.Owing to the complicated landform place surface relief such as mountain region is uneven, change greatly towards different, gradient direction, irregular follow, bring great difficulty to design and site operation.Photovoltaic arrays pile foundation quantity in photovoltaic plant is many simultaneously, construction work amount large percentage, construction period is tight, uneven plus construction team's level, bigger problem is brought to the field management in pile foundation construction and quality control, cause many pile foundation stake positions not meet design code requirement, bring extreme difficulties to later stage support, badly influence quality, progress, cost and power station square formation support whole structure that support is installed.
General square formation pile foundation adopts cast-in-place concrete pile, screw pile, concrete stake, anchor pile basis at present.Bored concrete pile can adopt the combining form of steel pipe, steel reinforcement cage, screw-thread steel, C-type steel or steel pipe and reinforcing bar as reinforcing body.Typically as concrete reinforcing cage+U-shaped pre-embedded bolt (or embedded board) is connected (see Fig. 1) with support, concrete steel pile tube is connected (see Fig. 2) with support, screw pile is connected same concrete steel pile tube with support, after pile foundation construction, support is less with pile foundation junction regulated quantity, stake position error is big, is difficult to be adjusted.On stake top, rack connecting plate is installed again additional a kind of mentioning suitable in the micropore bored concrete pile (CN201420523104) on solar photovoltaic bracket basis of patent, open four waist holes to be connected with column base plate, but it is little to regulate surplus, and does not mention bracket upright post XY both direction adjustment structure.
Summary of the invention
Technical problem to be solved in the utility model is: overcome the deficiencies in the prior art, a kind of complicated landform photovoltaic arrays stake position is provided to adjust structure, it can regulate the installation direction of support from XY both direction, and the pile position deviation solving to exist in complicated landform crosses the problem that vehicle carry support is difficult to install.
In order to solve above-mentioned technical problem, the technical solution of the utility model is: a kind of complicated landform photovoltaic arrays stake position adjusts structure, including the pre-buried molectron of bracket base and bracket upright post, it also includes steel pipe top seat board and base plate, described steel pipe top seat board is fixed on the top of the pre-buried molectron of bracket base, base plate is fixed on the bottom of bracket upright post, steel pipe top seat board has the first waist hole symmetrically, base plate has the second waist hole symmetrically, first waist hole and the second waist hole are arranged in a mutually vertical manner, and first waist hole and the second waist hole match, it is provided with bolt in first waist hole and the second waist hole, and by this bolt, pre-buried for bracket base molectron and bracket upright post are fixed together.
Further, described bracket upright post includes front column and rear column, base plate bottom front column is noseplate, base plate bottom rear column is rear base plate, the steel pipe top seat board matched with noseplate is front steel pipe top seat board, the steel pipe top seat board matched with rear base plate is rear steel pipe top seat board, wherein, the main shaft in the first waist hole on front steel pipe top seat board is horizontal direction, the main shaft in the second waist hole on noseplate is vertical direction, the main shaft in the first waist hole on rear steel pipe top seat board is vertical direction, and the main shaft in the second waist hole on rear base plate is horizontal direction.
Further providing for the concrete structure of the pre-buried molectron of a kind of bracket base, the pre-buried molectron of described bracket base is made up of steel pipe, anchor pole and anchor pole stirrup, and anchor pole is provided with three, and uniform welding is outside steel pipe, and anchor pole stirrup is arranged on the bottom of anchor pole.
Further for X, Y two the measurement of direction placement location adjust, described steel pipe top seat board is square.
Further for the bonding strength increasing base plate, between described steel pipe top seat board and steel pipe, it is welded with two blocks of rib plates.
Further, it also includes cant beam, and the top of cant beam and front column and rear column is hinged.
Further, it also includes hound, and one end of described hound is hinged on rear column, and the other end is hinged on cant beam.
Further, the pre-buried molectron of described bracket base is concrete pile foundation.
Further, the pre-buried molectron of described bracket base is Steel coil stake pile foundation.
After have employed technique scheme, bracket upright post X, Y both direction are adjusted by this utility model by the first waist hole on steel pipe top seat board and the second waist hole on base plate, the main shaft in the first waist hole on rear steel pipe top seat board is vertical direction, make rear column in the vertical direction, namely Y-direction has bigger adjustment surplus, consistent for ensureing with column axis before and after group, correspondingly, the main shaft in the first waist hole on front steel pipe top seat board is horizontal direction, make front column in the horizontal direction, namely X-direction has bigger adjustment surplus, thus improving the installation quality of integral support；Bracket upright post position adjustment of the present utility model is simple and convenient, makes construction quality be guaranteed, and is conducive to improving pile foundation and support installation rate, accelerates whole power station construction progress；Owing to bracket upright post position adjustment puts in place, making integral support appearance have bigger improvement, each member stress of support is in scope of design, and supporting structure intensity is guaranteed.
Accompanying drawing explanation
Fig. 1 is the schematic diagram that typical concrete reinforcing cage+U-shaped pre-embedded bolt built-in fitting is connected with support；
Fig. 2 is the schematic diagram that typical concrete steel pile tube built-in fitting is connected with support；
Fig. 3 is the connection diagram of the pre-buried molectron of bracket base of the present utility model and bracket upright post；
Fig. 4 is the structural representation of the pre-buried molectron of the bracket base with steel pipe footstock plate of the present utility model；
Fig. 5 is the schematic top plan view of the pre-buried molectron of the bracket base with steel pipe footstock plate of the present utility model；
Fig. 6 is the assembly relation schematic diagram of base plate of the present utility model and steel pipe top seat board；
Fig. 7 is the adjustment relation schematic diagram of base plate of the present utility model and steel pipe top seat board；
Fig. 8 is overall structure schematic diagram of the present utility model；
In figure, 1, bracket upright post, 1-1, front column, 1-2, rear column, 2, base plate, 2-1, noseplate, 2-2, rear base plate, 3, steel pipe top seat board, 3-1, front steel pipe top seat board, 3-2, rear steel pipe top seat board, the 4, first waist hole, the 5, second waist hole, 6, steel pipe, 7, anchor pole, 8, anchor pole stirrup, 9, rib plate, 10, cant beam, 11, hound.
Detailed description of the invention
In order to make content of the present utility model be easier to be clearly understood, below according to specific embodiment and in conjunction with accompanying drawing, this utility model is described in further detail.
As shown in Fig. 3～8, a kind of complicated landform photovoltaic arrays stake position adjusts structure, including the pre-buried molectron of bracket base and bracket upright post 1, it also includes steel pipe top seat board 3 and base plate 2, the material of steel pipe top seat board 3 is Q235B, steel pipe top seat board 3 is welded on the top of the pre-buried molectron of bracket base, base plate 2 is fixed on the bottom of bracket upright post 1, base plate 2 thickness 8mm, steel pipe top seat board 3 has the first waist hole 4 symmetrically, base plate 2 has the second waist hole 5 symmetrically, first waist hole 4 and the second waist hole 5 are arranged in a mutually vertical manner, and first waist hole 4 and the second waist hole 5 match, it is provided with bolt in first waist hole 4 and the second waist hole 5, and by this bolt, pre-buried for bracket base molectron and bracket upright post 1 are fixed together, bracket upright post 1 utilizes the first waist hole 4 and the second waist hole 5 to carry out the adjustment of post position, about the Design of length 60mm in the first waist hole 4.
Such as Fig. 6, 7, shown in 8, bracket upright post 1 includes front column 1-1 and rear column 1-2, base plate bottom front column is noseplate 2-1, base plate bottom rear column is rear base plate 2-2, the steel pipe top seat board matched with noseplate 2-1 is front steel pipe top seat board 3-1, it is rear steel pipe top seat board 3-2 with the rear base plate 2-2 steel pipe top seat board matched, wherein, the main shaft in the first waist hole 4 on front steel pipe top seat board 3-1 is horizontal direction, the main shaft in the second waist hole 5 on noseplate 2-1 is vertical direction, the main shaft in the first waist hole 4 on rear steel pipe top seat board 3-2 is vertical direction, the main shaft in the second waist hole 5 on rear base plate 2-2 is horizontal direction, this layout can guarantee that front column 1-1 can bear bigger moment of flexure in integral support Structure Calculation, improve integral support lateral stability.
Such as Fig. 3, shown in 4, the pre-buried molectron of bracket base is by steel pipe 6, anchor pole 7 and anchor pole stirrup 8 form, anchor pole 7 is provided with three, and uniform welding is outside steel pipe 6, anchor pole stirrup 8 is arranged on the bottom of anchor pole 7, three anchor poles 7 are fixed together, pipe selected by steel pipe 6, it can also be square tube, tube material is Q235B, wall thickness is 3～4mm, specification size calculates according to support force to be determined, length is according to exposing top of concrete height and the confirmation of the buried foundation degree of depth, it is generally 700～900mm, end face cutting ensures perpendicularity requirement with steel pipe axis, material carries out galvanizing process；Anchor pole 7 adopts three φ 12HPB300 round steel, it is also possible to for screw-thread steel, bottom processing crotch, length is determined according to design stake buried depth, upper end and steel-pipe pile lap of splice 150mm, and lower end bar is from 30～50mm at the bottom of stake, anchor pole stirrup 8 adopts φ 6 round steel to process, and configures by spacing 200mm.
As shown in Fig. 5,6,7, steel pipe top seat board 3 is square, and utilizes this steel pipe top seat board square sides stake position conveniently can be adjusted location and measure, 3 four jiaos of chamferings of steel pipe top seat board, it is prevented that during installation, wedge angle is damaged people, and steel pipe top seat board 3 thickness is 8mm.
As shown in Figure 4, two blocks of rib plates 9 it are welded with between steel pipe top seat board 3 and steel pipe 6.Footstock plate and steel-pipe pile adopt and are welded to connect.
As shown in Figure 8, it also includes cant beam 10, and the top of cant beam 10 and front column 1-1 and rear column 1-2 is hinged.
As shown in Figure 8, it also includes hound 11, and one end of hound 11 is hinged on rear column 1-2, and the other end is hinged on cant beam 10.
The pre-buried molectron of described bracket base is concrete pile foundation, it is also possible to for Steel coil stake pile foundation.
Bracket upright post 1 adjusts on steel pipe top seat board 3, firstly for each square formation unit pile foundation horizontal direction and Y-direction stake position bracing wire, determine original pile foundation stake position error, adjust square formation stake position thing and north-south axial location according to measurement structure, this position adjustment need to consider to meet respective design regulation requirement with adjacent square formation alternate position spike.
As figure ensures support whole structure, adjustment order is as follows: 1. first controls rear column 1-2 vertical direction stud, carries out rear column 1-2 vertical direction position deviation adjustment according to rear column 1-2 by the whole square formation pile foundation level direction controlling axis determined；2., after rear column 1-2 has adjusted, front column 1-1 vertical direction position deviation adjustment is carried out according to front column 1-1 by the whole square formation pile foundation level direction controlling axis determined；3. after above adjustment, according to front and back staking out vertical direction axis, front and back column being carried out horizontal direction position deviation adjustment, be 3. 2. 1. adjustment order in figure, Y is vertical direction position adjustment amount, and X is horizontal direction position adjustment amount；Stud adjustment completes, and checks that perpendicularity installed by column, then by base plate 2 and the fastening of steel pipe top seat board 3 bolt, then completes the installation of support miscellaneous part by Fig. 8.
Bracket upright post 1X, Y both direction are adjusted by this utility model by the first waist hole 4 on steel pipe top seat board 3 and the second waist hole 5 on base plate 2, the main shaft in the first waist hole 4 on rear steel pipe top seat board 3-2 is vertical direction, make rear column 1-2 in the vertical direction, namely Y-direction has bigger adjustment surplus, consistent for ensureing with column axis before and after group, correspondingly, the main shaft in the first waist hole 4 on front steel pipe top seat board 3-1 is horizontal direction, make front column 1-1 in the horizontal direction, namely X-direction has bigger adjustment surplus, thus improving the installation quality of integral support；Bracket upright post 1 of the present utility model position adjustment is simple and convenient, makes construction quality be guaranteed, and is conducive to improving pile foundation and support installation rate, accelerates whole power station construction progress；Owing to bracket upright post position adjustment puts in place, making integral support appearance have bigger improvement, each member stress of support is in scope of design, and supporting structure intensity is guaranteed.
Particular embodiments described above; this utility model is solved the technical problem that, technical scheme and beneficial effect have further described; it is it should be understood that; the foregoing is only specific embodiment of the utility model; it is not limited to this utility model; all within spirit of the present utility model and principle, any amendment of making, equivalent replacement, improvement etc., should be included within protection domain of the present utility model.
Claims (9)
1. a complicated landform photovoltaic arrays stake position adjusts structure, including the pre-buried molectron of bracket base and bracket upright post (1), it is characterized in that: it also includes steel pipe top seat board (3) and base plate (2), described steel pipe top seat board (3) is fixed on the top of the pre-buried molectron of bracket base, base plate (2) is fixed on the bottom of bracket upright post (1), steel pipe top seat board (3) has the first waist hole (4) symmetrically, base plate (2) has the second waist hole (5) symmetrically, first waist hole (4) and the second waist hole (5) are arranged in a mutually vertical manner, and first waist hole (4) and the second waist hole (5) match, it is provided with bolt in first waist hole (4) and the second waist hole (5), and by this bolt, pre-buried for bracket base molectron and bracket upright post (1) are fixed together.
2. complicated landform photovoltaic arrays stake position according to claim 1 adjusts structure, it is characterized in that: described bracket upright post (1) includes front column (1-1) and rear column (1-2), base plate bottom front column is noseplate (2-1), base plate bottom rear column is rear base plate (2-2), the steel pipe top seat board matched with noseplate (2-1) is front steel pipe top seat board (3-1), the steel pipe top seat board matched with rear base plate (2-2) is rear steel pipe top seat board (3-2), wherein, the main shaft in the first waist hole (4) on front steel pipe top seat board (3-1) is horizontal direction, the main shaft in the second waist hole (5) on noseplate (2-1) is vertical direction, the main shaft in the first waist hole (4) on rear steel pipe top seat board (3-2) is vertical direction, the main shaft in the second waist hole (5) on rear base plate (2-2) is horizontal direction.
3. complicated landform photovoltaic arrays stake position according to claim 1 and 2 adjusts structure, it is characterized in that: the pre-buried molectron of described bracket base is made up of steel pipe (6), anchor pole (7) and anchor pole stirrup (8), anchor pole (7) is provided with three, and uniform welding is at steel pipe (6) outward, anchor pole stirrup (8) is arranged on the bottom of anchor pole (7).
4. complicated landform photovoltaic arrays stake position according to claim 1 and 2 adjusts structure, it is characterised in that: described steel pipe top seat board (3) is square.
5. complicated landform photovoltaic arrays stake position according to claim 4 adjusts structure, it is characterised in that: it is welded with two pieces of rib plates (9) between described steel pipe top seat board (3) and steel pipe (6).
6. complicated landform photovoltaic arrays stake position according to claim 2 adjusts structure, it is characterized in that: it also includes the top of cant beam (10), cant beam (10) and front column (1-1) and rear column (1-2) and is hinged.
7. complicated landform photovoltaic arrays stake position according to claim 6 adjusts structure, it is characterized in that: it also includes hound (11), one end of described hound (11) is hinged on rear column (1-2), and the other end is hinged on cant beam (10).
8. complicated landform photovoltaic arrays stake position according to claim 1 adjusts structure, it is characterised in that: the pre-buried molectron of described bracket base is concrete pile foundation.
9. complicated landform photovoltaic arrays stake position according to claim 1 adjusts structure, it is characterised in that: the pre-buried molectron of described bracket base is Steel coil stake pile foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620047386.6U CN205348209U (en) | 2016-01-18 | 2016-01-18 | Complicated topography photovoltaic square matrix stake justification structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620047386.6U CN205348209U (en) | 2016-01-18 | 2016-01-18 | Complicated topography photovoltaic square matrix stake justification structure |
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| CN205348209U true CN205348209U (en) | 2016-06-29 |
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| CN201620047386.6U Active CN205348209U (en) | 2016-01-18 | 2016-01-18 | Complicated topography photovoltaic square matrix stake justification structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106602980A (en) * | 2017-02-27 | 2017-04-26 | 山东鑫宏光电科技有限公司 | Desert land root-type photovoltaic panel solar power generation device |
| CN110359480A (en) * | 2019-07-17 | 2019-10-22 | 湖南长高高压开关集团股份公司 | A kind of disconnecting switch embedded foundation bracket |
| CN114086586A (en) * | 2021-12-02 | 2022-02-25 | 中国电建集团贵州电力设计研究院有限公司 | Pile foundation construction method and structure for installing photovoltaic panel on steep slope |
-
2016
- 2016-01-18 CN CN201620047386.6U patent/CN205348209U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106602980A (en) * | 2017-02-27 | 2017-04-26 | 山东鑫宏光电科技有限公司 | Desert land root-type photovoltaic panel solar power generation device |
| CN110359480A (en) * | 2019-07-17 | 2019-10-22 | 湖南长高高压开关集团股份公司 | A kind of disconnecting switch embedded foundation bracket |
| CN114086586A (en) * | 2021-12-02 | 2022-02-25 | 中国电建集团贵州电力设计研究院有限公司 | Pile foundation construction method and structure for installing photovoltaic panel on steep slope |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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 Patentee after: TRINASOLAR Co.,Ltd. Address before: Solar photovoltaic industry park Tianhe Road 213031 north of Jiangsu Province, Changzhou City, No. 2 Patentee before: trina solar Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP03 | Change of name, title or address |
Address after: Solar photovoltaic industry park Tianhe Road 213031 north of Jiangsu Province, Changzhou City, No. 2 Patentee after: trina solar Ltd. Address before: Tianhe Electronic Industrial Park Road 213022 north of Jiangsu Province, Changzhou City, No. 2 Patentee before: CHANGZHOU TRINA SOLAR ENERGY Co.,Ltd. |
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| CP03 | Change of name, title or address |