CN217841101U - Anchor pile foundation for electric pole - Google Patents
Anchor pile foundation for electric pole Download PDFInfo
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- CN217841101U CN217841101U CN202221307827.3U CN202221307827U CN217841101U CN 217841101 U CN217841101 U CN 217841101U CN 202221307827 U CN202221307827 U CN 202221307827U CN 217841101 U CN217841101 U CN 217841101U
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- spiral
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- pile foundation
- pole
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Abstract
The utility model discloses a crowd anchor pile basis for pole, include: a conical pole; the foundation plate is fixedly connected with the conical electric pole; the method is characterized in that: the bottom of foundatin plate be fixed with a plurality of spiral stock the outer wall of spiral stock on all be equipped with a plurality of spiral anchor plates. The utility model discloses a crowd's anchor pile foundation structure for pole reasonable in design adopts spiral stock and foundatin plate cooperation to use, and overall structure's limit bearing capacity is strong, can have more excellent resistance like wind load and vertical load like earthquake load to horizontal load, plays very big guarantee to transmission line's safe operation, and construction speed is fast, the installation disturbance is little.
Description
Technical Field
The utility model relates to a crowd anchor pile basis for pole.
Background
At present, the electric pole is often used in the wiring process of an electric power department, the electric pole is important as a key node of the whole power transmission line, the traditional electric pole erecting mode is almost buried in the ground at a certain depth, but some defects of the method, such as corrosion of underground water to the electric pole, excavation of soil during construction, disturbance of different degrees to a soil body easily, construction trouble and long construction period are caused.
SUMMERY OF THE UTILITY MODEL
The utility model overcomes prior art exists not enough, provides a crowd's anchor pile basis for pole.
In order to solve the technical problem, the utility model discloses a technical scheme be: a group anchor pile foundation for an electric pole comprises:
a conical pole;
the foundation plate is fixedly connected with the conical electric pole;
the method is characterized in that: the bottom of foundatin plate be fixed with a plurality of spiral stock the outer wall of spiral stock on all be equipped with a plurality of spiral anchor plates.
In the structure, the bottom of the foundation plate is provided with a plurality of plate feet, and the top end head of the spiral anchor rod is inserted into the bottom end opening of the plate feet.
In the structure, the side wall of the bottom port of the plate foot is provided with a bolt for fixing the spiral anchor rod.
In the structure, the included angle between the spiral anchor rod and the plumb line is 15 degrees.
In the structure, the number of the spiral anchor disks on the outer wall of each spiral anchor rod is not more than five.
In the structure, the distance between two adjacent spiral anchor disks on each spiral anchor rod is more than twice of the diameter of each spiral anchor disk.
In the above structure, the base plate is a steel base plate.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses a crowd's anchor pile foundation structure for pole reasonable in design adopts spiral stock and foundatin plate cooperation to use, and overall structure's limit bearing capacity is strong, can have more excellent resistance like wind load and vertical load like earthquake load to horizontal load, plays very big guarantee to transmission line's safe operation, and construction speed is fast, the installation disturbance is little.
Drawings
Fig. 1 is a schematic structural view of a group anchor pile foundation for an electric pole according to an embodiment of the present invention.
In the figure:
1. a conical pole; 2. a foundation plate; 3. a spiral anchor rod; 4. a spiral anchor disc; 5. a board foot; 6. and (4) bolts.
Detailed Description
The following detailed description of the embodiments of the present invention is provided with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
As shown in fig. 1, a group anchor pile foundation for an electric pole includes:
a conical pole 1;
the foundation plate 2 is fixedly connected with the conical electric pole 1;
the method is characterized in that: the bottom of foundatin plate 2 be fixed with a plurality of spiral stock 3 the outer wall of spiral stock 3 on all be equipped with a plurality of spiral anchor plates 4.
In the structure, the bottom of the foundation plate 2 is provided with a plurality of plate feet 5, and the top end head of the spiral anchor rod 3 is inserted into the bottom end opening of the plate feet 5.
In the structure, a bolt 6 for fixing the spiral anchor rod 3 is arranged on the side wall of the bottom port of the plate foot 5.
In the structure, the included angle between the spiral anchor rod 3 and the plumb line is 15 degrees.
In the structure, the number of the spiral anchor disks 4 on the outer wall of each spiral anchor rod 3 is not more than five.
In the structure, the distance between two adjacent spiral anchor disks 4 on each spiral anchor rod 3 is more than twice of the diameter of each spiral anchor disk 4.
In the structure, the foundation plate 2 is a steel foundation plate.
The utility model discloses a crowd's anchor pile basis for pole is in concrete during operation, and in the stake machine precession soil body for the spiral stock, the spiral stock slant was placed, makes the spiral stock be 15 degrees with plumb line's contained angle, and the limit bearing capacity of the horizontal and vertical dynamic load of resistance of spiral stock all can promote this moment. And aligning the plate foot preformed hole of the foundation plate with the preformed hole of the spiral anchor rod, and fixing the plate foot preformed hole and the preformed hole by using a bolt and a nut. In addition, 5 mechanical anchor bolt holes are reserved at the top of the foundation plate, circular holes with the same diameter as the mechanical anchor bolts are drilled at the bottom of the electric pole by a drilling machine, and the drilling length is not less than 50% of the length of the mechanical anchor bolts. And finally, the foundation plate is connected with the electric pole by using anchor bolts, the limit bearing capacity of the whole structure is strong, the resistance to transverse loads such as wind loads and longitudinal loads such as earthquake loads can be better, the safety operation of the power transmission line is greatly guaranteed, the construction speed is high, and the installation disturbance is small.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be regarded as the protection scope of the present invention.
Claims (7)
1. A group anchor pile foundation for an electric pole comprises:
a conical pole (1);
the foundation plate (2) is fixedly connected with the conical electric pole (1);
the method is characterized in that: the bottom of foundatin plate (2) be fixed with a plurality of spiral stock (3) the outer wall of spiral stock (3) on all be equipped with a plurality of spiral anchor plates (4).
2. The group anchor pile foundation for electric poles as recited in claim 1, wherein: the bottom of foundatin plate (2) be equipped with a plurality of board feet (5), the top head of spiral stock (3) insert and establish inside the bottom mouth of board foot (5).
3. The group anchor pile foundation for electric poles as recited in claim 2, wherein: and a bolt (6) for fixing the spiral anchor rod (3) is arranged on the side wall of the bottom port of the plate foot (5).
4. The group anchor pile foundation for electric poles as recited in claim 1, wherein: the included angle between the spiral anchor rod (3) and the plumb line is 15 degrees.
5. The group anchor pile foundation for electric poles as recited in claim 1, wherein: the number of the spiral anchor discs (4) on the outer wall of each spiral anchor rod (3) is not more than five.
6. The group anchor pile foundation for electric poles as recited in claim 1, wherein: the distance between two adjacent spiral anchor discs (4) on each spiral anchor rod (3) is larger than twice of the diameter of each spiral anchor disc (4).
7. The group anchor pile foundation for electric poles as recited in claim 1, wherein: the foundation plate (2) is a steel foundation plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221307827.3U CN217841101U (en) | 2022-05-26 | 2022-05-26 | Anchor pile foundation for electric pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221307827.3U CN217841101U (en) | 2022-05-26 | 2022-05-26 | Anchor pile foundation for electric pole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217841101U true CN217841101U (en) | 2022-11-18 |
Family
ID=84022354
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221307827.3U Active CN217841101U (en) | 2022-05-26 | 2022-05-26 | Anchor pile foundation for electric pole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217841101U (en) |
-
2022
- 2022-05-26 CN CN202221307827.3U patent/CN217841101U/en active Active
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