CN223793955U - Telegraph pole ground anchor reinforcing structure - Google Patents
Telegraph pole ground anchor reinforcing structureInfo
- Publication number
- CN223793955U CN223793955U CN202423040135.9U CN202423040135U CN223793955U CN 223793955 U CN223793955 U CN 223793955U CN 202423040135 U CN202423040135 U CN 202423040135U CN 223793955 U CN223793955 U CN 223793955U
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- fixedly connected
- column
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- pole
- frames
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Abstract
The utility model discloses a telegraph pole ground anchor reinforcing structure, which particularly relates to the technical field of tower reinforcement, and comprises a tower component, wherein the bottom of the tower component is provided with a reinforcing component, the inner cavity of the reinforcing component is provided with a movable component, the movable component comprises a movable column, the outer surface of the movable column is sleeved with an outer sliding frame, a plurality of connecting bars are fixedly connected between the outer sliding frame and the movable column, the top of the outer sliding frame is fixedly connected with a plurality of second pull bars, the outer surface of the outer sliding frame is fixedly connected with a plurality of rotating frames, the ends of the rotating frames, far from the outer sliding frame, are respectively and rotatably connected with a connecting plate, the surfaces of the connecting plates are fixedly connected with a plurality of telescopic outer columns, one sides, far from the connecting plates, of the connecting plates are respectively and fixedly connected with an outer arc expanding plate, a sliding column frame is arranged between the movable column and the outer sliding frame, sliding ports are respectively formed by intersecting the connecting bars, the bottoms of the sliding column frames are fixedly connected with a plurality of telescopic inner columns.
Description
Technical Field
The utility model relates to the technical field of tower reinforcement, in particular to a ground anchor reinforcing structure for a telegraph pole.
Background
The utility pole is an integral part of the power transmission and distribution system and is used for supporting equipment such as wires, ground wires, insulators and the like, and the stability of the utility pole is directly related to the safe operation and the power supply reliability of the power system.
When the existing cement telegraph pole foundation is excavated or filled with soil on a large scale side slope nearby, the soil pressure on two sides of the telegraph pole is unbalanced, the telegraph pole is easy to incline or sink, structural safety is affected, the problem can be temporarily solved by the traditional telegraph pole centralizing mode, but when the transmission line on the upper part of the telegraph pole is continuously affected by lateral swing of wind power in the future, the phenomenon of inclination still occurs due to the fact that the chassis is not stable enough, and the fixed structure is unstable. Therefore, a pole ground anchor reinforcing structure is proposed to solve such problems.
Disclosure of utility model
In order to overcome the defects in the prior art, the embodiment of the utility model provides a telegraph pole ground anchor reinforcing structure, and aims to solve the technical problem that the phenomenon that the telegraph pole is inclined due to lateral swinging of wind power caused by insufficient stability of a chassis when the conventional telegraph pole is used possibly causes serious consequences.
In order to achieve the purpose, the utility model provides the technical scheme that the ground anchor reinforcing structure of the telegraph pole comprises a pole tower component, wherein the bottom of the pole tower component is provided with a reinforcing component, and an inner cavity of the reinforcing component is provided with a movable component;
The movable assembly comprises a movable column, an outer sliding frame is sleeved on the outer surface of the movable column, a plurality of connecting strips are fixedly connected between the outer sliding frame and the movable column, a plurality of second pull rods are fixedly connected to the top of the outer sliding frame, a plurality of rotating frames are fixedly connected to the outer sliding frame outer surface, the rotating frames are far away from one end of the outer sliding frame and are all rotationally connected with linkage strips, two linkage strips are far away from one end of the rotating frame and are all rotationally connected with connecting plates, a plurality of telescopic outer columns are fixedly connected to the surfaces of the connecting plates, the connecting plates are far away from one side of the linkage strips and are fixedly connected with an outer arc expanding plate, sliding column frames are arranged between the movable column and the outer sliding frame, sliding ports are formed in the intersecting mode of the sliding column frames and the connecting strips, bottom columns are fixedly connected with bottom columns, and a plurality of telescopic inner columns are fixedly connected to the bottom columns.
In a preferred embodiment, the reinforcement assembly comprises a second connecting disc, a plurality of first pull rods are fixedly connected to the inner wall of the second connecting disc, pull ropes are sleeved on the surfaces of the first pull rods, a first outer tube is fixedly connected to the bottom of the second connecting disc, a plurality of second support plates are fixedly connected to the outer surface of the first outer tube, a functional tube is fixedly connected to the bottom of the first outer tube, a bottom tube is fixedly connected to the bottom of the functional tube, a plurality of baffle frames are fixedly connected to the inner wall of the functional tube, and a bottom sheet is fixedly connected to the bottom of the inner wall of the functional tube.
In a preferred embodiment, the tower assembly comprises a tower main body, the outer surface of the tower main body is provided with an injection port, the inner wall of the injection port is provided with a sealing cover, the bottom of the tower main body is fixedly connected with a first connecting disc, and the bottom of the outer surface of the tower main body is fixedly connected with a plurality of first supporting plates.
In a preferred embodiment, the telescopic outer column is connected with the telescopic inner column, the bottom column is solid, once the telescopic inner column is far away from the bottom column, the telescopic outer column opening is consistent with the outer diameter of the telescopic inner column, and the inner cavity of the telescopic outer column is consistent with the inner diameter of the anti-drop tray.
In a preferred embodiment, the end of the pull rope far away from the first pull rod is fixedly connected with the second pull rod, and the area of the hollow area of the functional tube is consistent with that of the outer arc expanding plate, but is inconsistent with that of the hollow area of the baffle frame.
In a preferred embodiment, the first connection plate is connected to the second connection plate by bolts, and cement is injected into the interior through injection ports.
The utility model has the technical effects and advantages that:
According to the utility model, the reinforcing component and the movable component are arranged, when the electric pole is used in the later period, after the foundation is excavated, the reinforcing component is buried, the stay cord is cut short, the iron rod is taken out and inserted into the sliding column frame to enable the bottom end of the iron rod to be in contact with the movable column, the top end of the iron rod is beaten through the hammer, the linkage bar is driven to move through the downward movement of the movable column, the outer arc expansion plate can be expanded outwards, at the moment, the outer surface of the outer arc expansion plate is in contact with the soil layer of the foundation, the whole structure is in a cross structure, the chassis is enabled to be more stable and firm, and the problem that the electric pole is inclined due to the fact that the wind power side swinging phenomenon of the electric pole is caused by the fact that the chassis is not stable enough when the electric pole is used is solved.
According to the utility model, the tower assembly, the reinforcing assembly and the movable assembly are arranged, when the outer arc expansion plate in the movable assembly is unfolded to the maximum size, the tower assembly is connected with the reinforcing assembly through the bolts, the sealing cover is opened, then the cement filling pipeline is inserted into the injection port, so that the tower assembly, the reinforcing assembly and the movable assembly are filled with cement, and then the sealing cover is connected with the injection port, thereby improving the stability of the integral structure.
Drawings
Fig. 1 is a schematic diagram of the overall structure of the present utility model.
FIG. 2 is a schematic view of a tower assembly according to the present utility model.
Fig. 3 is a schematic structural view of the reinforcement assembly according to the present utility model.
Fig. 4 is a cross-sectional view of the reinforcement assembly structure of the present utility model.
Fig. 5 is an exploded view of the movable assembly of the present utility model.
The reference sign is 1, a pole tower component; 11, tower main body, 12, filling opening, 13, sealing cover, 14, first connecting disc, 15, first supporting plate, 2, reinforcing component, 21, second connecting disc, 22, first pull rod, 23, pull rope, 24, first outer tube, 25, second supporting plate, 26, functional tube, 27, bottom tube, 28, baffle frame, 29, bottom plate, 3, movable component, 31, movable column, 32, outer sliding frame, 33, connecting bar, 34, second pull rod, 35, rotating frame, 36, linkage bar, 37, connecting plate, 38, telescopic outer column, 39, outer arc expanding plate, 310, sliding column frame, 311, sliding opening, 312, bottom column, 313 and telescopic inner column.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The utility model provides a ground anchor reinforcing structure of a telegraph pole, which comprises a pole tower assembly 1, wherein the bottom of the pole tower assembly 1 is provided with a reinforcing assembly 2, and the inner cavity of the reinforcing assembly 2 is provided with a movable assembly 3;
The movable assembly 3 comprises a movable column 31, an outer sliding frame 32 is sleeved on the outer surface of the movable column 31, a plurality of connecting strips 33 are fixedly connected between the outer sliding frame 32 and the movable column 31, a plurality of second pull rods 34 are fixedly connected to the top of the outer sliding frame 32, a plurality of rotating frames 35 are fixedly connected to the outer surface of the outer sliding frame 32, the rotating frames 35 are respectively and rotatably connected with a linkage strip 36 at one end far away from the outer sliding frame 32, connecting plates 37 are respectively and rotatably connected with connecting plates 37, a plurality of telescopic outer columns 38 are fixedly connected to the surfaces of the connecting plates 37, outer arc expanding plates 39 are respectively and fixedly connected to one sides far away from the linkage strips 36, sliding column frames 310 are arranged between the movable columns 31 and the outer sliding frame 32, sliding ports 311 are respectively formed in intersection of the sliding column frames 310 and the connecting strips 33, bottom of the sliding column frames 310 are fixedly connected with bottom columns 312, and a plurality of telescopic inner columns 313 are fixedly connected to the surfaces of the bottom columns 312.
Wherein, the reinforcement subassembly 2 includes second connection pad 21, a plurality of first pull rods 22 of second connection pad 21 inner wall fixedly connected with, pull rope 23 has all been cup jointed on first pull rod 22 surface, the first outer tube 24 of second connection pad 21 bottom fixedly connected with, a plurality of second backup pad 25 of first outer tube 24 surface fixedly connected with, a plurality of outer tube 24 bottom fixedly connected with function pipe 26, function pipe 26 bottom fixedly connected with bottom tube 27, a plurality of fender frames 28 of function pipe 26 inner wall fixedly connected with bottom film 29.
The tower assembly 1 comprises a tower main body 11, an injection opening 12 is formed in the outer surface of the tower main body 11, a sealing cover 13 is arranged on the inner wall of the injection opening 12, a first connecting disc 14 is fixedly connected to the bottom of the tower main body 11, and a plurality of first supporting plates 15 are fixedly connected to the bottom of the outer surface of the tower main body 11.
The bottom post 312 is solid, once the bottom post 312 is fixedly connected with a larger-diameter anti-drop disc, the opening of the telescopic outer post 38 is consistent with the outer diameter of the telescopic inner post 313, the inner cavity of the telescopic outer post 38 is consistent with the inner diameter of the anti-drop disc, and the outer arc expanding plate 39 can be ensured to move according to a normal moving track during later use, so that the bottom stability is improved.
The end of the pull rope 23 far away from the first pull rod 22 is fixedly connected with the second pull rods 34, the area of the hollow area of the functional tube 26 is consistent with that of the outer arc expanding plate 39, but is inconsistent with that of the hollow area of the baffle frame 28, and the two second pull rods 34 at the top of the outer sliding frame 32 can be limited through the pull rope 23 when the multifunctional outer sliding frame is not used in the later period, so that the problem that the outer sliding frame 32 slides randomly is avoided.
The first connection plate 14 is connected with the second connection plate 21 through bolts, cement is injected into the interior through the injection opening 12, and better stability of the telegraph pole can be ensured in the later use.
The working principle of the utility model is as follows:
When the electric wire pole is used, after the foundation is excavated, the reinforcing component 2 is buried, the stay rope 23 is cut short, the iron rod is taken out to be inserted into the sliding column frame 310 to enable the bottom end of the iron rod to be in contact with the movable column 31, the top end of the iron rod is beaten through a hammer, the movable column 31 moves downwards to drive the linkage bar 36 to move, the outer arc expansion plate 39 can be expanded outwards, the outer surface of the outer arc expansion plate 39 is extruded with the soil layer of the ground, the whole structure is in a cross structure at the ground, the chassis can be more stable and firm, the problem that the phenomenon that the electric wire pole is inclined due to lateral swinging of wind force caused by the fact that the chassis is unstable enough when the electric wire pole is used is solved, when the outer arc expansion plate 39 in the movable component 3 is unfolded to the maximum size, the tower component 1 is connected with the reinforcing component 2 through a bolt, the sealing cover 13 is opened, then the pipeline of cement is inserted into the sealing cover 12, the tower component 1, the reinforcing component 2 and the movable component 3 are filled with cement, and the sealing cover 13 and the sealing cover 12 are connected together, and the stability of the whole structure is increased.
In the description of the present application, it should be noted that, unless otherwise specified and limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be mechanical or electrical, or may be a direct connection between two elements, where "up," "down," "left," "right," etc. are merely used to indicate relative positional relationships, and when the absolute position of an object to be described changes, the relative positional relationships may change;
in the drawings of the disclosed embodiments, only the structures related to the embodiments of the present disclosure are referred to, and other structures can refer to the common design, so that the same embodiment and different embodiments of the present disclosure can be combined with each other without conflict;
Finally, the foregoing description of the preferred embodiment of the utility model is provided for the purpose of illustration only, and is not intended to limit the utility model to the particular form disclosed, but on the contrary, the intention is to cover all modifications, equivalents, and alternatives falling within the spirit and scope of the utility model.
Claims (6)
1. The utility model provides a telegraph pole ground anchor reinforced structure, includes shaft tower subassembly (1), wherein, shaft tower subassembly (1) bottom is provided with reinforcement subassembly (2), reinforcement subassembly (2) inner chamber is provided with movable subassembly (3);
The movable assembly (3) comprises a movable column (31), outer sliding frames (32) are sleeved on the outer surfaces of the movable columns (31), a plurality of connecting rods (33) are fixedly connected between the outer sliding frames (32) and the movable columns (31), a plurality of second pull rods (34) are fixedly connected to the tops of the outer sliding frames (32), a plurality of rotating frames (35) are fixedly connected to the outer surfaces of the outer sliding frames (32), the rotating frames (35) are far away from the outer sliding frames (32) and are all rotationally connected with a linkage strip (36), two linkage strips (36) are far away from the rotating frames (35) and are all rotationally connected with a connecting plate (37), a plurality of telescopic outer columns (38) are fixedly connected to the surfaces of the connecting plate (37), a plurality of outer arc expansion plates (39) are fixedly connected to one sides of the connecting plate (37), sliding column frames (310) are arranged between the movable columns (31) and the outer sliding frames (32), intersecting ports (311) are formed in the connecting rods (33), and the bottoms of the sliding columns (312) are fixedly connected with bottoms of the sliding columns (312).
2. The utility model provides a wire pole ground anchor reinforced structure, according to claim 1, wherein, reinforcement subassembly (2) include second connection pad (21), second connection pad (21) inner wall fixedly connected with a plurality of first pull rods (22), stay cord (23) have all been cup jointed on first pull rod (22) surface, second connection pad (21) bottom fixedly connected with first outer tube (24), first outer tube (24) surface fixedly connected with a plurality of second backup pad (25), first outer tube (24) bottom fixedly connected with functional pipe (26), functional pipe (26) bottom fixedly connected with bottom pipe (27), functional pipe (26) inner wall fixedly connected with a plurality of fender frames (28), functional pipe (26) inner wall bottom fixedly connected with film (29).
3. The utility model provides a wire pole ground anchor reinforced structure, according to claim 1, wherein pole tower subassembly (1) include pole tower main part (11), the filling opening (12) have been seted up to pole tower main part (11) surface, filling opening (12) inner wall is provided with closing cap (13), pole tower main part (11) bottom fixedly connected with first connection dish (14), pole tower main part (11) surface bottom fixedly connected with a plurality of first backup pads (15).
4. The pole anchor reinforcement structure of claim 1, wherein the telescoping outer column (38) is connected with the telescoping inner column (313), the bottom column (312) is solid, the telescoping inner column (313) is far away from the bottom column (312) once a larger diameter anti-drop disc is fixedly connected, the opening of the telescoping outer column (38) is consistent with the outer diameter of the telescoping inner column (313), and the inner cavity of the telescoping outer column (38) is consistent with the inner diameter of the anti-drop disc.
5. A pole anchor reinforcement structure according to claim 2, wherein the end of the pull rope (23) far away from the first pull rod (22) is fixedly connected with the second pull rod (34), and the hollow area of the functional pipe (26) is consistent with the area of the outer arc expansion plate (39) but inconsistent with the area of the hollow area of the baffle frame (28).
6. A pole anchor reinforcement structure according to claim 3, wherein the first connection plate (14) is connected to the second connection plate (21) by bolts, and cement is injected into the interior through the injection port (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202423040135.9U CN223793955U (en) | 2024-12-10 | 2024-12-10 | Telegraph pole ground anchor reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202423040135.9U CN223793955U (en) | 2024-12-10 | 2024-12-10 | Telegraph pole ground anchor reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN223793955U true CN223793955U (en) | 2026-01-13 |
Family
ID=98355523
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202423040135.9U Active CN223793955U (en) | 2024-12-10 | 2024-12-10 | Telegraph pole ground anchor reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN223793955U (en) |
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2024
- 2024-12-10 CN CN202423040135.9U patent/CN223793955U/en active Active
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