Telegraph pole ground anchor reinforcing structure

By combining pole and tower components, reinforcement components, and movable components, and using the outward expansion plate to contact and compress with the ground to form a cross structure, the problem of tilting caused by the instability of the pole chassis is solved, thus improving the stability and safety of the pole.

CN223793955UActive Publication Date: 2026-01-13CHONGQING JINSHIYUAN POWER LINE EQUIP CO LTD
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Patent Information

Application Number
CN202423040135.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-12-10
Publication Date
2026-01-13
Estimated Expiration
2034-12-10

AI Technical Summary

Technical Problem

Existing utility poles are prone to tilting due to unstable bases caused by wind swaying, which affects the safe operation of the power system and the reliability of power supply.

Method used

The system employs a combination structure of tower components, reinforcement components, and movable components. By embedding reinforcement components in the foundation and utilizing the outward expansion plate of the movable components to contact and compress with the ground to form a cross structure, combined with cement curing, the stability of the chassis is enhanced.

Benefits of technology

It effectively prevents utility poles from tilting due to lateral swaying caused by wind, thus improving the overall structural stability and safety of the utility poles.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a telegraph pole ground anchor reinforcing structure, and particularly relates to the technical field of pole tower reinforcement, the telegraph pole ground anchor reinforcing structure comprises a pole tower assembly, a reinforcing assembly is arranged at the bottom of the pole tower assembly, and a movable assembly is arranged in an inner cavity of the reinforcing assembly; the movable assembly comprises a movable column, the outer surface of the movable column is sleeved with an outer sliding frame, 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 surface of the outer sliding frame, and linkage strips are rotationally connected to the ends, away from the outer sliding frame, of the rotating frames. Connecting plates are rotatably connected to the ends, away from the rotating frame, of the two linkage strips, a plurality of telescopic outer columns are fixedly connected to the surfaces of the connecting plates, outer expanding arc plates are fixedly connected to the sides, away from the linkage strips, of the connecting plates, sliding column frames are arranged between the movable columns and the outer sliding frame, and sliding openings are formed in the intersecting positions of the sliding column frames and the connecting strips; the bottom of the sliding column frame is fixedly connected with a bottom column, and the surface of the bottom column is fixedly connected with multiple telescopic inner columns.
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Description

Technical Field

[0001] This utility model relates to the field of pole and tower reinforcement technology, and more specifically, to a ground anchor reinforcement structure for utility poles. Background Technology

[0002] Power poles are an indispensable component of power transmission and distribution systems, used to support conductors, ground wires, insulators and other equipment. Their stability is directly related to the safe operation of the power system and the reliability of power supply.

[0003] When large-scale slope excavation or backfilling is carried out near existing concrete utility pole foundations, it can cause an imbalance in soil pressure on both sides of the pole, easily leading to tilting or settlement and affecting structural safety. While traditional pole straightening methods can temporarily solve the problem, the pole will eventually tilt again due to insufficient stability of the base and the unstable fixing structure when the power lines above continue to be affected by lateral wind swaying. Therefore, a ground anchor reinforcement structure for utility poles has been developed to address this issue. Utility Model Content

[0004] In order to overcome the above-mentioned defects of the prior art, the present invention provides a ground anchor reinforcement structure for utility poles. The technical problem to be solved by the present invention is that the existing utility poles may tilt due to lateral swaying caused by wind force when in use because the base is not stable enough, which may lead to serious consequences.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a ground anchor reinforcement structure for utility poles, including a pole assembly, a reinforcement component at the bottom of the pole assembly, and a movable component inside the reinforcement component;

[0006] The movable component includes a movable column, an outer sliding frame fitted onto the outer surface of the movable column, multiple connecting strips fixedly connected between the outer sliding frame and the movable column, multiple second pull rods fixedly connected to the top of the outer sliding frame, multiple rotating frames fixedly connected to the outer surface of the outer sliding frame, each rotating frame having a linkage strip rotatably connected to the end away from the outer sliding frame, each linkage strip having a connecting plate rotatably connected to the end away from the rotating frame, multiple telescopic outer columns fixedly connected to the surface of the connecting plate, each connecting plate having an outwardly expanding arc plate fixedly connected to the side away from the linkage strip, a sliding column frame provided between the movable column and the outer sliding frame, each sliding column frame having a sliding opening at the intersection with the connecting strip, a bottom column fixedly connected to the bottom of the sliding column frame, and multiple telescopic inner columns fixedly connected to the surface of the bottom column.

[0007] In a preferred embodiment, the reinforcement component includes a second connecting plate, a plurality of first pull rods are fixedly connected to the inner wall of the second connecting plate, each of the first pull rods is sleeved with a pull rope, a first outer tube is fixedly connected to the bottom of the second connecting plate, 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 baffles are fixedly connected to the inner wall of the functional tube, and a bottom plate is fixedly connected to the bottom of the inner wall of the functional tube.

[0008] In a preferred embodiment, the pole assembly includes a pole body, an injection port is provided on the outer surface of the pole body, a cap is provided on the inner wall of the injection port, a first connecting plate is fixedly connected to the bottom of the pole body, and a plurality of first support plates are fixedly connected to the bottom of the outer surface of the pole body.

[0009] In a preferred embodiment, the telescopic outer column is connected to the telescopic inner column, the bottom column is solid, and the telescopic inner column is fixedly connected to a larger diameter anti-detachment disc away from the bottom column. The opening of the telescopic outer column 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-detachment disc.

[0010] In a preferred embodiment, the end of the pull rope away from the first pull rod is fixedly connected to the second pull rod, and the area of ​​the hollow region of the functional tube is the same as that of the outwardly expanding arc plate, but not the same as that of the hollow region of the baffle frame.

[0011] In a preferred embodiment, the first connecting plate is connected to the second connecting plate by bolts, and cement is injected into the interior through the injection port.

[0012] The technical effects and advantages of this utility model are as follows:

[0013] This utility model, by incorporating a reinforcing component and a movable component, allows for the following steps during later use: first, the foundation is excavated, then the reinforcing component is buried, the pull rope is cut short, and an iron rod is inserted into the sliding column frame so that the bottom of the iron rod contacts the movable column. A hammer is then used to strike the top of the iron rod, causing the movable column to move downwards, which in turn moves the linkage bar, allowing the outward expansion plate to expand outwards. At this point, the outer surface of the outward expansion plate contacts and compresses the soil layer underground, creating a cross-shaped structure underground. This makes the base more stable and secure, solving the problem that existing utility poles, due to insufficient base stability, may tilt and sway sideways under wind force, potentially leading to serious consequences.

[0014] This utility model includes a tower assembly, a reinforcement assembly, and a movable assembly. When the outward expansion plate inside the movable assembly is expanded to its maximum size, the tower assembly and the reinforcement assembly are connected by bolts. The cover is then opened, and a cement-filling pipe is inserted into the injection port. After the tower assembly, reinforcement assembly, and movable assembly are filled with cement, the cover is then connected to the injection port, increasing the stability of the overall structure. Attached Figure Description

[0015] Figure 1 This is a schematic diagram of the overall structure of this utility model.

[0016] Figure 2 This is a schematic diagram of the tower assembly structure of this utility model.

[0017] Figure 3 This is a schematic diagram of the reinforcement component structure of this utility model.

[0018] Figure 4 This is a cross-sectional view of the reinforcement component structure of this utility model.

[0019] Figure 5 This is an exploded view of the active component structure of this utility model.

[0020] The attached figures are labeled as follows: 1. Pole / Tower assembly; 11. Pole / Tower body; 12. Inlet; 13. Cover; 14. First connecting plate; 15. First support plate; 2. Reinforcing assembly; 21. Second connecting plate; 22. First tie rod; 23. Tie rope; 24. First outer tube; 25. Second support plate; 26. Functional tube; 27. Bottom tube; 28. Baffle frame; 29. ​​Bottom plate; 3. Movable assembly; 31. Movable column; 32. Outer sliding frame; 33. Connecting strip; 34. Second tie rod; 35. Rotating frame; 36. Linkage strip; 37. Connecting plate; 38. Telescopic outer column; 39. Outer expansion plate; 310. Sliding column frame; 311. Sliding port; 312. Bottom column; 313. Telescopic inner column. Detailed Implementation

[0021] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0022] This utility model provides a ground anchor reinforcement structure for utility poles, including a pole assembly 1, a reinforcement component 2 at the bottom of the pole assembly 1, and a movable component 3 in the inner cavity of the reinforcement component 2;

[0023] The active component 3 includes an active column 31, an outer sliding frame 32 fitted onto the outer surface of the active column 31, multiple connecting strips 33 fixedly connected between the outer sliding frame 32 and the active column 31, multiple second pull rods 34 fixedly connected to the top of the outer sliding frame 32, multiple rotating frames 35 fixedly connected to the outer surface of the outer sliding frame 32, a linkage bar 36 rotatably connected to the end of each rotating frame 35 away from the outer sliding frame 32, a connecting plate 37 rotatably connected to the end of each linkage bar 36 away from the rotating frame 35, multiple telescopic outer columns 38 fixedly connected to the surface of the connecting plate 37, an outer arc plate 39 fixedly connected to the side of the connecting plate 37 away from the linkage bar 36, a sliding column frame 310 is provided between the active column 31 and the outer sliding frame 32, a sliding opening 311 is provided at the intersection of the sliding column frame 310 and the connecting strip 33, a bottom column 312 is fixedly connected to the bottom of the sliding column frame 310, and multiple telescopic inner columns 313 are fixedly connected to the surface of the bottom column 312.

[0024] The reinforcement component 2 includes a second connecting plate 21. Multiple first pull rods 22 are fixedly connected to the inner wall of the second connecting plate 21. Pull ropes 23 are sleeved on the surface of each first pull rod 22. A first outer tube 24 is fixedly connected to the bottom of the second connecting plate 21. Multiple second support plates 25 are fixedly connected to the outer surface of the first outer tube 24. A functional tube 26 is fixedly connected to the bottom of the first outer tube 24. A bottom tube 27 is fixedly connected to the bottom of the functional tube 26. Multiple baffle frames 28 are fixedly connected to the inner wall of the functional tube 26. A bottom plate 29 is fixedly connected to the bottom of the inner wall of the functional tube 26.

[0025] The pole assembly 1 includes a pole body 11, an injection port 12 is provided on the outer surface of the pole body 11, a cap 13 is provided on the inner wall of the injection port 12, a first connecting plate 14 is fixedly connected to the bottom of the pole body 11, and a plurality of first support plates 15 are fixedly connected to the bottom of the outer surface of the pole body 11.

[0026] The telescopic outer column 38 is connected to the telescopic inner column 313. The bottom column 312 is solid. The telescopic inner column 313 is far from the bottom column 312. Once fixedly connected, it has a larger diameter anti-detachment disc. The opening of the telescopic outer column 38 is consistent with the outer diameter of the telescopic inner column 313, and the inner cavity of the telescopic outer column 38 is consistent with the inner diameter of the anti-detachment disc. In later use, it can ensure that the outer arc plate 39 can move according to the normal moving trajectory, increasing the stability of the bottom.

[0027] The end of the pull rope 23 away from the first pull rod 22 is fixedly connected to the second pull rod 34. The hollow area of ​​the functional tube 26 is the same as that of the outer arc plate 39, but not the same as that of the hollow area of ​​the baffle frame 28. When not in use, the pull rope 23 can limit the two second pull rods 34 at the top of the outer sliding frame 32 to prevent the outer sliding frame 32 from sliding randomly.

[0028] The first connecting plate 14 is connected to the second connecting plate 21 by bolts, and cement is injected into the interior through the injection port 12; this ensures better stability of the utility pole during later use.

[0029] Working principle of this utility model:

[0030] In use, the foundation should be dug first, then the reinforcing component 2 should be buried. The pull rope 23 should be cut short, and the iron rod should be inserted into the sliding column frame 310 so that the bottom of the iron rod contacts the movable column 31. The top of the iron rod should be hammered, and the downward movement of the movable column 31 will move the linkage bar 36, allowing the outward expansion plate 39 to expand outward. At this time, the outer surface of the outward expansion plate 39 will contact and compress with the soil layer underground, making the entire structure present a cross structure underground, thus making the chassis more stable and solid. This invention addresses the problem of existing utility poles tilting due to unstable bases caused by wind, which could lead to serious consequences. When the outward-expanding arc plate 39 inside the movable component 3 is expanded to its maximum size, the pole assembly 1 and the reinforcement component 2 are connected by bolts. The cover 13 is then opened, and a cement-filling pipe is inserted into the injection port 12. After the pole assembly 1, reinforcement component 2, and movable component 3 are filled with cement, the cover 13 is then connected to the injection port 12, increasing the overall structural stability.

[0031] Finally, the following points should be noted: First, in the description of this application, it should be noted that, unless otherwise specified and limited, the terms "installation", "connection", and "linkage" should be interpreted broadly, and can be mechanical or electrical connections, or internal connections between two components, or direct connections. "Up", "down", "left", "right", etc. are only used to indicate relative positional relationships. When the absolute position of the described object changes, the relative positional relationship may change.

[0032] Secondly: The accompanying drawings of the embodiments disclosed in this utility model only involve the structures involved in the embodiments disclosed in this utility model. Other structures can refer to the general design. In the absence of conflict, the same embodiment and different embodiments of this utility model can be combined with each other.

[0033] Finally: The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A ground anchor reinforcement structure for utility poles, comprising a pole tower assembly (1), characterized in that: The bottom of the pole assembly (1) is provided with a reinforcing component (2), and the inner cavity of the reinforcing component (2) is provided with a movable component (3). The movable component (3) includes 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), and a linkage strip (36) is rotatably connected to the end of each rotating frame (35) away from the outer sliding frame (32), and the ends of each linkage strip (36) away from the rotating frame (35) are rotatably connected to... There is a connecting plate (37), and multiple telescopic outer columns (38) are fixedly connected to the surface of the connecting plate (37). An outer arc plate (39) is fixedly connected to the side of the connecting plate (37) away from the linkage bar (36). A sliding column frame (310) is provided between the movable column (31) and the outer sliding frame (32). A sliding opening (311) is opened at the intersection of the sliding column frame (310) and the connecting bar (33). A bottom column (312) is fixedly connected to the bottom of the sliding column frame (310), and multiple telescopic inner columns (313) are fixedly connected to the surface of the bottom column (312).

2. The utility pole ground anchor reinforcement structure according to claim 1, characterized in that: The reinforcement component (2) includes a second connecting plate (21), a plurality of first pull rods (22) are fixedly connected to the inner wall of the second connecting plate (21), and pull ropes (23) are sleeved on the surface of each of the first pull rods (22). A first outer tube (24) is fixedly connected to the bottom of the second connecting plate (21), a plurality of second support plates (25) are fixedly connected to the outer surface of the first outer tube (24), a functional tube (26) is fixedly connected to the bottom of the first outer tube (24), a bottom tube (27) is fixedly connected to the bottom of the functional tube (26), a plurality of baffle frames (28) are fixedly connected to the inner wall of the functional tube (26), and a bottom plate (29) is fixedly connected to the bottom of the inner wall of the functional tube (26).

3. The utility pole ground anchor reinforcement structure according to claim 1, characterized in that: The pole assembly (1) includes a pole body (11), an injection port (12) is provided on the outer surface of the pole body (11), a cap (13) is provided on the inner wall of the injection port (12), a first connecting plate (14) is fixedly connected to the bottom of the pole body (11), and a plurality of first support plates (15) are fixedly connected to the bottom of the outer surface of the pole body (11).

4. The utility pole ground anchor reinforcement structure according to claim 1, characterized in that: The telescopic outer column (38) is connected to the telescopic inner column (313). The bottom column (312) is solid. The telescopic inner column (313) is far from the bottom column (312) and is fixedly connected to a larger diameter anti-detachment disc. The opening of the telescopic outer column (38) is consistent with the outer diameter of the telescopic inner column (313). The inner cavity of the telescopic outer column (38) is consistent with the inner diameter of the anti-detachment disc.

5. The utility pole ground anchor reinforcement structure according to claim 2, characterized in that: The end of the pull rope (23) away from the first pull rod (22) is fixedly connected to the second pull rod (34). The hollow area of ​​the functional tube (26) is the same as that of the outer arc plate (39), but not the same as that of the hollow area of ​​the baffle frame (28).

6. The utility pole ground anchor reinforcement structure according to claim 3, characterized in that: The first connecting plate (14) is connected to the second connecting plate (21) by bolts, and cement is injected into the interior through the injection port (12).