CN216615801U - Novel photovoltaic support precast pile - Google Patents
Novel photovoltaic support precast pile Download PDFInfo
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- CN216615801U CN216615801U CN202122961916.1U CN202122961916U CN216615801U CN 216615801 U CN216615801 U CN 216615801U CN 202122961916 U CN202122961916 U CN 202122961916U CN 216615801 U CN216615801 U CN 216615801U
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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
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Abstract
The utility model discloses a novel photovoltaic support precast pile which comprises a square pile component and a circular pile component, wherein one end of the circular pile component is connected with the square pile component, and the other end of the circular pile component is connected with a photovoltaic panel. According to the novel photovoltaic support precast pile provided by the utility model, the effects of pulling resistance, compression resistance and bending resistance of the precast square pile are achieved through the square pile component as the embedding end, and the effects of relatively low price, fast production and convenience in construction and installation of the precast tubular pile are achieved through the connection of the round pile component and the photovoltaic plate, so that the effects of high bearing capacity of the precast square pile and convenience in installation of the precast tubular pile are achieved.
Description
Technical Field
The utility model relates to the technical field of photovoltaic support precast pile equipment, in particular to a novel photovoltaic support precast pile.
Background
The photovoltaic support foundation usually adopts a pile foundation and a gravity type foundation, and the pile foundation usually adopts small-diameter cast-in-place piles, prefabricated pipe piles, prefabricated square piles or spiral steel pipe piles, profile steel piles and other pile types. In practical application, the use of cast-in-place piles and precast piles is common. Wherein, precast pile is higher than bored concrete pile's price/performance ratio, so general priority adopts precast pile, and current precast pile generally is precast tubular pile or precast square pile, and precast tubular pile has the price relative cheapness, and production is fast, construction simple to operate's characteristics, and the resistance to plucking, resistance to compression and the bending resistance of precast square pile are higher under the condition of the same length of side, and current precast pile can't realize precast tubular pile and the common advantage of precast square pile.
SUMMERY OF THE UTILITY MODEL
In view of the defects of the existing photovoltaic support precast pile, the utility model provides a novel photovoltaic support precast pile, which can achieve the common advantages of a precast tubular pile and a precast square pile.
In order to achieve the purpose, the utility model adopts the following technical scheme:
a novel photovoltaic support precast pile comprises a square pile component and a circular pile component, wherein one end of the circular pile component is fixedly connected with one end of the square pile component, and the other end of the circular pile component is used for being connected with a photovoltaic panel to fix the photovoltaic panel; the axis direction of the round pile assembly is parallel to the height direction of the square pile assembly; one end of the square pile assembly, which is far away from the round pile assembly, is used for being buried in the ground so as to fix the square pile assembly; the square pile component comprises a hollow rectangular pile, and one end of the round pile component extends into a cavity of the hollow rectangular pile.
According to one aspect of the utility model, the length of the circular pile assembly extending into the cavity of the hollow rectangular pile is greater than the anchoring length.
In accordance with one aspect of the utility model, the circular pile assembly comprises a tubular pile.
In accordance with one aspect of the utility model, the square pile assembly and the circular pile assembly are each reinforced concrete structures.
According to one aspect of the utility model, the square pile assembly comprises a prestressed reinforcement and a hoop, wherein the length direction of the prestressed reinforcement is parallel to the length direction of the square pile assembly, and the hoop is perpendicularly connected with the prestressed reinforcement.
According to an aspect of the present invention, the reinforcing bars of the circular pile assembly include a general reinforcing bar having a length direction parallel to a length direction of the circular pile assembly, and a rotation reinforcing bar coupled to the general reinforcing bar.
In accordance with one aspect of the utility model, the square pile assembly and the circular pile assembly are one piece.
According to one aspect of the utility model, the square pile assembly comprises a length plane and a width plane, the width plane being perpendicular to the plane of the photovoltaic panel.
According to the novel photovoltaic support precast pile provided by the utility model, the effects of pulling resistance, compression resistance and bending resistance of the precast square pile are achieved through the square pile component as the embedding end, and the effects of low price, high production speed and convenience in construction and installation of the precast tubular pile are achieved through the connection of the round pile component and the photovoltaic plate, so that the effects of high bearing capacity of the precast square pile and convenience in installation of the precast tubular pile are achieved.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic perspective view of a novel photovoltaic support precast pile according to the present invention.
Fig. 2 is a schematic structural diagram of a novel photovoltaic support precast pile according to the present invention.
Fig. 3 is a schematic sectional view at a-a in fig. 2.
Fig. 4 is a schematic cross-sectional view at B-B in fig. 2.
Fig. 5 is a schematic sectional view at C-C in fig. 2.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in fig. 1, 2, 3, 4 and 5, a novel photovoltaic support precast pile comprises a square pile component 1 and a circular pile component 2, wherein one end of the circular pile component 2 is fixedly connected with one end of the square pile component 1, and the other end of the circular pile component 2 is used for being connected with a photovoltaic panel to fix the photovoltaic panel; the axis direction of the round pile assembly 2 is parallel to the height direction of the square pile assembly 1; one end of the square pile assembly 1, which is far away from the circular pile assembly 2, is used for being buried in the ground so as to fix the square pile assembly 1; the square pile component 1 comprises a hollow rectangular pile, and one end of the round pile component 2 extends into a cavity of the hollow rectangular pile.
In this embodiment, the length of the circular pile assembly 2 extending into the hollow cavity of the hollow rectangular pile is greater than the anchoring length. To secure the circular pile assembly 2.
In the present embodiment, the anchoring length is determined according to the length of the circular pile assembly 2 and the length of the hollow rectangular pile.
In this embodiment, the anchoring length ranges from 5cm to 100 cm.
In the present embodiment, the anchoring length ranges from 5 cm.
In this embodiment, the anchoring length ranges from 100 cm.
In the present embodiment, the anchoring length ranges from 50 cm.
In this embodiment, the circular pile assembly 2 comprises a tubular pile.
In this embodiment, the square pile assembly 1 and the circular pile assembly 2 are both reinforced concrete structures.
In this embodiment, the square pile assembly 1 includes a prestressed reinforcement 3 and a stirrup 4, the length direction of the prestressed reinforcement 3 is parallel to the length direction of the square pile assembly 1, and the stirrup 4 is perpendicularly connected to the prestressed reinforcement 3. And a prestressed structure is adopted, so that the pile body can be effectively prevented from cracking.
In the present embodiment, the prestressed reinforcement 3 of the square pile assembly 1 is a non-prestressed reinforcement 3. Under the conditions of no soil corrosion and relaxed requirement on pile body cracks.
In this embodiment, the steel bars of the circular pile assembly 2 include a common steel bar 5 and a rotating steel bar 6, the length direction of the common steel bar 5 is parallel to the length direction of the circular pile assembly 2, and the rotating steel bar 6 is connected to the common steel bar 5. The circular pile elements 2 are exposed out of the ground, and non-prestressed reinforcement bars 3 can be adopted to save the manufacturing cost.
In this embodiment, the rotating rebar 6 is circular.
In this embodiment, the rotating rebar 6 is helical.
In the present embodiment, the square pile assembly 1 and the circular pile assembly 2 are integrated. The square pile assembly 1 and the round pile assembly 2 are enabled to be higher in connection strength, integrated production is achieved through adjustment of a mold, and a centrifugal process production line is fully utilized.
In this embodiment, the square pile assembly 1 comprises a length plane 7 and a width plane 8, and the width plane 8 is perpendicular to the plane of the photovoltaic panel. Namely, the length plane 7 corresponds to the windward side direction of the photovoltaic support plate, so that a larger bending moment is borne; the length plane 7 is the plane where the length of the section of the square pile component 1 is located; the width plane 8 is the plane of the width of the cross section of the square pile assembly 1.
According to the novel photovoltaic support precast pile provided by the utility model, the effect of the pulling resistance, the compression resistance and the bending resistance of the precast square pile is achieved through the square pile component 1 for embedding the end, and the effect that the precast tubular pile has the advantages of relatively low price, high production speed and convenience in construction and installation is achieved through the connection of the round pile component 2 and the photovoltaic plate, so that the effects of high bearing capacity of the precast square pile and convenience in installation of the precast tubular pile are achieved.
The above description is only an embodiment of the present invention, but the scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention disclosed herein are intended to be covered by the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the appended claims.
Claims (8)
1. A novel photovoltaic support precast pile is characterized by comprising a square pile component and a circular pile component, wherein one end of the circular pile component is fixedly connected with one end of the square pile component, and the other end of the circular pile component is used for being connected with a photovoltaic panel to fix the photovoltaic panel; the axis direction of the round pile assembly is parallel to the height direction of the square pile assembly; one end of the square pile assembly, which is far away from the round pile assembly, is used for being buried in the ground so as to fix the square pile assembly; the square pile component comprises a hollow rectangular pile, and one end of the round pile component extends into a cavity of the hollow rectangular pile.
2. The novel photovoltaic support precast pile of claim 1, wherein the length of the circular pile assembly extending into the cavity of the hollow rectangular pile is greater than the anchoring length.
3. The novel photovoltaic stent precast pile of claim 1, wherein said circular pile member comprises a tubular pile.
4. The novel photovoltaic support precast pile of claim 1, wherein the square pile assembly and the circular pile assembly are both reinforced concrete structures.
5. The novel photovoltaic precast support pile as recited in claim 4, wherein the square pile assembly comprises prestressed steel bars and stirrups, the length direction of the prestressed steel bars is parallel to the length direction of the square pile assembly, and the stirrups are perpendicularly connected with the prestressed steel bars.
6. The novel photovoltaic support precast pile of claim 4, wherein the steel bars of the circular pile component comprise common steel bars and rotating steel bars, the length direction of the common steel bars is parallel to the length direction of the circular pile component, and the rotating steel bars are connected with the common steel bars.
7. The novel photovoltaic support precast pile of claim 1, wherein the square pile component and the circular pile component are integrated.
8. A novel photovoltaic precast support pile as claimed in any one of claims 1 to 7, wherein the square pile assembly comprises a length plane and a width plane, the width plane being perpendicular to the plane of the photovoltaic panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122961916.1U CN216615801U (en) | 2021-11-29 | 2021-11-29 | Novel photovoltaic support precast pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122961916.1U CN216615801U (en) | 2021-11-29 | 2021-11-29 | Novel photovoltaic support precast pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216615801U true CN216615801U (en) | 2022-05-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122961916.1U Active CN216615801U (en) | 2021-11-29 | 2021-11-29 | Novel photovoltaic support precast pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216615801U (en) |
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2021
- 2021-11-29 CN CN202122961916.1U patent/CN216615801U/en active Active
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