Inclination correction mechanism for electric power concrete pole construction

Abstract

The utility model discloses an inclination correcting mechanism for electric power concrete pole construction, which belongs to the technical field of electric power concrete poles and comprises an inclination correcting frame A, a sliding rail, a sliding frame A, a sliding chute A, a sliding frame B and an inclination correcting frame B. The inclination correcting frame B is arranged on the side of the inclination correcting frame A. The sliding rail is fixedly arranged above the inclination correcting frame A and the inclination correcting frame B relatively. The sliding rails are arranged in a relatively arc shape, and a sliding frame A is slidably arranged on the upper portions of the interiors of the sliding rails through sliding blocks. A damping telescopic rod A and an outer side spring are driven to contract, a sliding frame A is loosened and pushed to slide on the upper portion in a sliding rail through a sliding block, after the position is adjusted to the position where inclination correction needs to be conducted on a concrete rod, a limiting frame B is loosened, the damping telescopic rod A and the outer side spring are popped out of the limiting frame B and slide into the inner side of one of opposite limiting grooves C, and then the concrete rod is adjusted to be inclined. And the sliding frame A is limited and fixed, so that a worker can conveniently and freely adjust the sliding frame A to carry out inclination correction treatment on the concrete pole in multiple directions.

Description

Technical Field

[0001] The utility model belongs to the technical field of electric concrete poles, in particular to a tilt correction mechanism for electric concrete pole construction. Background Art

[0002] Power concrete poles are a type of tower made of reinforced concrete used to support a large number of cable lines. The amount of support can be increased by combining hardware accessories such as cross arms fastened to the concrete poles. Therefore, power concrete poles usually need to be buried a long distance underground to achieve appropriate compressive resistance.

[0003] Among them, after searching, it was found that the application number is CN201922012926.3, a power pole tilt correction device for power engineering construction, which has a push plate, so that when the device is nested and installed on the outside of the pole, the push plates at the left and right ends are close to the left and right ends of the pole, and the push plates at the front and rear ends can be pushed by the front hydraulic cylinder and the rear hydraulic cylinder to move the pole forward and backward, and the push plates at the front and rear ends are close to the front and rear ends of the pole, and the push plates at the left and right ends can be pushed by the left hydraulic cylinder and the right hydraulic cylinder to move the pole left and right, so as to realize the tilt correction of various angles of the pole; among them, the shortcomings are as follows:

[0004] When the staff uses this kind of electric power engineering construction pole tilt correction device to correct the tilt of the electric power pole being installed, after pressing the control switch, the left hydraulic cylinder and the right hydraulic cylinder push the push plates to fit tightly against the left and right ends of the electric power pole. The push plates on the left and right ends are pushed by the left and right hydraulic cylinders to move the electric power pole left and right, thereby correcting the tilt of the electric power pole at various angles. When the auxiliary plate contacts the electric power pole for tilt correction, since the position of the auxiliary plate is fixed and cannot move freely, it is easy for this kind of electric power engineering construction pole tilt correction device to rotate the whole to change the correction position of the auxiliary plate when correcting the tilt angle of the electric power pole, which makes it a little inconvenient for the staff to accurately correct the tilt angle of the electric power pole. Utility Model Content

[0005] The purpose of the utility model is to provide a tilt correction mechanism for electric concrete pole construction in order to solve the problem that the above-mentioned electric pole tilt correction device for electric power engineering construction is slightly inconvenient to use.

[0006] The technical scheme adopted by the utility model is as follows: a tilt correction mechanism for electric concrete pole construction, comprising a tilt correction frame A, a slide rail, a sliding frame A, a slide groove A, a sliding frame B and a tilt correction frame B, wherein the tilt correction frame A is arranged on the side of the tilt correction frame A, and the slide rail is relatively fixedly installed above the tilt correction frame A and the tilt correction frame B, and the slide rail is arranged in a relative arc shape, and the sliding frame A is arranged on the top of the slide rail through a sliding block for sliding sliding, and the slide groove A is embedded on the side of the sliding frame A, and the sliding frame B is slidably arranged on the side of the slide groove A, and a sliding limit disassembly and assembly mechanism for convenient disassembly and assembly is arranged between the tilt correction frame A and the tilt correction frame B, an adjustable tilt correction mechanism for convenient tilt correction processing of concrete poles of different specifications is arranged inside the sliding frame A, and a sliding limit adjustment mechanism for convenient adjustment of the correction position is arranged on the side of the sliding frame A.

[0007] Among them, the sliding limit disassembly and assembly mechanism is composed of a limit plate, a limit slot A, a limit slot B and a limit frame A. The limit plates are fixedly installed on the front and rear sides of the side of the tilt correction frame A, the limit slot B is embedded on the front and rear sides of the side of the tilt correction frame B, and the limit plate is slidably arranged on the inner side of the limit slot B, the limit frame A is slidably arranged on the upper part of the limit slot B, the limit slot A is embedded on the upper part of the limit plate, and the limit frame A is slidably arranged on the inner side of the limit slot A.

[0008] Among them, the sliding limit adjustment mechanism is composed of a slide groove B, a limit frame B, a damping telescopic rod A and a limit groove C. The slide frame A is embedded with a slide groove B on the side, and a limit frame B is slidably arranged at the bottom of the slide groove B. The limit groove C is embedded above the slide rail. There are several limit grooves C, which are equidistantly arranged around, and the limit frame B is slidably arranged on the inner side of the limit groove C. A damping telescopic rod A is fixedly installed between the limit frame B and the inner wall of the slide groove B, and a spring is provided on the outside of the damping telescopic rod A.

[0009] The tilt adjustment and correction mechanism is composed of teeth, hydraulic rods, correction plates, spirit levels, gears, rotating rods, slideways C, adjustment disks, damping telescopic rods B, limit blocks A and limit slots D. Teeth are fixedly installed below the sliding frame B. There are several teeth, which are arranged in parallel and equidistantly in a trapezoidal shape. A gear is rotatably arranged inside the sliding frame A near the bottom of the sliding frame B through a bearing, and the teeth on the outer ring of the gear and the several teeth are arranged in a bite transmission. A rotating rod is fixedly installed in front of the gear, and a slideway C is embedded in front of the rotating rod. An adjustment tooth is slidably arranged in front of the slideway C. A damping telescopic rod B is fixedly installed between the rear of the adjusting disk and the rear of the inner wall of the slide groove C, and a spring is matched on the outside of the damping telescopic rod B. Limiting blocks A are fixedly installed all around the rear of the adjusting disk. A limiting groove D is embedded in the front of the sliding frame A near the rear of the adjusting disk. There are several limiting grooves D, which are equidistantly arranged around, and the limiting block A is slidably arranged on the inner side of the limiting groove D. A hydraulic rod is fixedly installed on the side of the sliding frame B, and a correction plate is arranged on the side of the end of the hydraulic rod through a rotating shaft, and the correction plate is arranged in an arc shape, and a spirit level is fixedly installed above the correction plate.

[0010] In summary, due to the adoption of the above technical solution, the beneficial effects of the utility model are:

[0011] 1. This kind of tilt correction mechanism for electric concrete pole construction is equipped with a sliding limit disassembly and assembly mechanism, which allows the staff to cooperate with the limit plate, limit groove A, limit groove B and limit frame A, and use the limit frame A to slide freely inside the limit groove A to limit the position, so that the staff can freely disassemble and assemble the tilt correction frame A and the tilt correction frame B, which is convenient for carrying and assembling.

[0012] 2. This type of tilt correction mechanism for electric concrete pole construction is equipped with a sliding limit adjustment mechanism, which allows workers to coordinate between the slide groove B, the limit frame B, the damping telescopic rod A and the limit groove C, and use the limit frame B to slide freely on the inside of the limit groove C through the damping telescopic rod A and the outer spring, so that workers can freely adjust the sliding frame A to correct the tilt of the concrete pole in multiple directions.

[0013] 3. The tilt correction mechanism for the construction of electric concrete poles is provided with an adjustable tilt correction mechanism, which enables the staff to coordinate the teeth, hydraulic rods, correction plates, spirit levels, gears, rotating rods, slide grooves C, adjustment disks, damping telescopic rods B, limit blocks A and limit grooves D. The adjustment disk drives the limit block A to slide and limit inside the limit groove D through the damping telescopic rod B and the outer spring, which makes it convenient for the staff to correct the tilt angles of concrete poles of different specifications. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1This is a schematic diagram of the front view three-dimensional structure of the tilt correction mechanism of the utility model;

[0015] Figure 2 This is a schematic diagram of the front section structure of the tilt correction mechanism in the utility model;

[0016] Figure 3 This is a schematic diagram of the front cross-sectional structure of the tilt correction mechanism in the utility model;

[0017] Figure 4 For the utility model Figure 3 The enlarged schematic diagram of the structure at A in the middle;

[0018] Figure 5 This is a schematic diagram of the side cross-sectional structure of the sliding frame A in the utility model;

[0019] Figure 6 For the utility model Figure 2 The enlarged schematic diagram of the structure at B in the middle;

[0020] Figure 7 For the utility model Figure 2 The enlarged structural schematic diagram of Example 2 is shown at B.

[0021] Markings in the figure: 1. Tilt correction frame A; 101. Limit plate; 102. Limit groove A; 103. Slide rail; 104. Slide frame A; 105. Slide groove A; 106. Slide frame B; 107. Teeth; 108. Hydraulic rod; 109. Correction plate; 2. Tilt correction frame B; 201. Limit groove B; 202. Limit frame A; 3. Level; 4. Slide groove B; 401. Limit frame B; 402. Damping telescopic rod A; 5. Limit groove C; 6. Gear; 601. Rotating rod; 602. Slide groove C; 603. Adjustment disk; 604. Damping telescopic rod B; 605. Limit block A; 7. Limit groove D; 8. Limit block B; 801. Limiting protrusion; 9. Limiting groove E; 901. Limiting groove DETAILED DESCRIPTION

[0022] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0023] In the utility model:

[0024] Example 1: Reference Figure 1-7A tilt correction mechanism for electric concrete pole construction comprises a tilt correction frame A1, a slide rail 103, a sliding frame A104, a slide groove A105, a sliding frame B106 and a tilt correction frame B2, wherein the tilt correction frame B2 is arranged on the side of the tilt correction frame A1, the slide rail 103 is relatively fixedly installed above the tilt correction frame A1 and the tilt correction frame B2, and the slide rail 103 is arranged in a relatively arc shape, a sliding frame A104 is arranged on the top of the slide rail 103 through a sliding block, a slide groove A105 is embedded on the side of the sliding frame A104, and a sliding frame B106 is slidably arranged on the side of the slide groove A105, a sliding limit disassembly and assembly mechanism for convenient disassembly and assembly is arranged between the tilt correction frame A1 and the tilt correction frame B2, an adjustable tilt correction mechanism for convenient tilt correction processing of concrete poles of different specifications is arranged inside the sliding frame A104, and a sliding limit adjustment mechanism for convenient adjustment of the correction position is arranged on the side of the sliding frame A104.

[0025] Reference Figure 1 , 2 6. Further, the sliding limit disassembly mechanism is composed of a limit plate 101, a limit groove A102, a limit groove B201 and a limit frame A202;

[0026] The front and rear sides of the side of the tilt correction frame A1 are fixedly installed with limit plates 101, the front and rear sides of the side of the tilt correction frame B2 are embedded with limit slots B201, and the limit plates 101 are slidably arranged inside the limit slots B201, and the limit frames A202 are slidably arranged above the limit slots B201, and the limit slots A102 are embedded above the limit plates 101, and the limit frames A202 are slidably arranged inside the limit slots A102. When the staff needs to erect concrete poles, they drive a crane to transport the concrete poles to the installation site, and after placing the concrete poles in the foundation pit on the ground, the staff will place the tilt correction frames A1 and B2 on the ground on both sides of the concrete poles, and pull Move the two limit frames A202 to slide upward on the inner side of the limit slot B201, so that the side limit plate 101 of the tilt correction frame A1 slides into the limit slot B201, and then the staff releases the limit frame A202 to make the limit frame A202 slide into the inner side of the limit slot A102, and limit the installation between the tilt correction frame A1 and the tilt correction frame B2. When disassembly is required, pull the two limit frames A202 to slide upward on the inner side of the limit slot B201 and slide out of the limit slot A102, and release the limit plate 101 to complete the disassembly between the tilt correction frame A1 and the tilt correction frame B2, so that the staff can freely disassemble and assemble the tilt correction frame A1 and the tilt correction frame B2 for easy carrying.

[0027] Reference Figure 1-4 , further, the sliding limit adjustment mechanism is composed of a slide groove B4, a limit frame B401, a damping telescopic rod A402 and a limit groove C5;

[0028] The sliding frame A104 is embedded with a slide groove B4 on the side, and a limit frame B401 is slidably arranged at the bottom of the slide groove B4. A limit groove C5 is embedded above the slide rail 103. There are several limit grooves C5, which are equidistantly arranged around, and the limit frame B401 is slidably arranged inside the limit groove C5. A damping telescopic rod A402 is fixedly installed between the limit frame B401 and the upper part of the inner wall of the slide groove B4, and a spring is matched on the outer side of the damping telescopic rod A402. When the staff installs the tilt correction frame A1 and the tilt correction frame B2 between them, the concrete rod is in the position between the tilt correction frame A1 and the tilt correction frame B2. After the tilt correction frame B2 is adjusted, push the limit frame B401 to slide out of the limit slot C5, and drive the damping telescopic rod A402 and the outer spring to contract, loosen and push the sliding frame A104 to slide on the inside of the slide rail 103 through the slider, and after adjusting to the position where the concrete rod needs to be tilted and corrected, loosen the limit frame B401, so that the damping telescopic rod A402 and the outer spring pop out the limit frame B401 and slide into the inner side of one of the relative limit slots C5, and limit and fix the sliding frame A104, so that the staff can freely adjust the sliding frame A104 to correct the tilt of the concrete rod in multiple directions.

[0029] Reference Figure 1-5 , further, the tilt adjustment correction mechanism is composed of teeth 107, hydraulic rod 108, correction plate 109, level 3, gear 6, rotating rod 601, slide groove C602, adjustment plate 603, damping telescopic rod B604, limit block A605 and limit groove D7;

[0030] A tooth 107 is fixedly installed below the sliding frame B106. There are several teeth 107, which are arranged in parallel in a trapezoidal shape with equal distances. A gear 6 is rotatably arranged inside the sliding frame A104 near the bottom of the sliding frame B106 through a bearing, and the teeth matched with the outer ring of the gear 6 and the several teeth 107 are arranged in a bite transmission. A rotating rod 601 is fixedly installed in front of the gear 6, and a slide groove C602 is embedded in front of the rotating rod 601. An adjustment disk 603 is slidably arranged in front of the slide groove C602. A damping telescopic rod B6 is fixedly installed between the rear of the adjustment disk 603 and the rear of the inner wall of the slide groove C602. 04, and a spring is provided on the outside of the damping telescopic rod B604, and a limit block A605 is fixedly installed around the rear of the adjusting disk 603, and a limit slot D7 is embedded in the front of the sliding frame A104 near the rear of the adjusting disk 603. There are several limit slots D7, which are arranged equidistantly around, and the limit block A605 is slidingly arranged inside the limit slot D7. A hydraulic rod 108 is fixedly installed on the side of the sliding frame B106, and a correction plate 109 is arranged on the side of the end of the hydraulic rod 108 through a rotating shaft, and the correction plate 109 is arranged in an arc shape, and a level 3 is fixedly installed above the correction plate 109. After the staff adjusts the two sliding frames A104 to the appropriate relative position, they pull the adjustment disk 603 to drive the damping telescopic rod B604 and the outer spring to expand, so that the limit block A605 slides out of the limit groove D7 and releases the gear 6. The staff pushes the adjustment disk 603 to drive the gear 6 and a plurality of teeth 107 to engage the transmission, push the sliding frame B106 to slide in the opposite direction inside the slide groove A105, and drive the two correction plates 109 to rotate through the rotating shaft. After they are completely in contact with the surface of the concrete rod, the staff releases the adjustment disk 603 to make the damping telescopic rod B604 and the outer spring contract the adjustment disk After 603 drives the limit block A605 to slide into the inner side of the limit groove D7 to limit and fix the sliding frame B106, the staff controls one of the hydraulic rods 108 to extend the correction plate 109 through the rotating shaft, and the other hydraulic rod 108 retracts the correction plate 109 through the rotating shaft, driving the concrete rod to correct the inclination. While observing that the level 3 above the correction plate 109 is in a completely horizontal position, the staff pours concrete into the foundation pit where the concrete rod is placed and waits for a period of time for the concrete to solidify. Then, the concrete rod is erected, which is convenient for the staff to correct the inclination angle of concrete rods of different specifications.

[0031] Reference Figure 1-4 Furthermore, the hydraulic rod 108 is electrically connected to the battery through a matching hydraulic pump and a control panel. Embodiment 2

[0032] like Figure 7As shown, in addition to the embodiment in which the front and rear sides of the side of the tilt correction frame A1 are fixedly installed with a limiting plate 101, the front and rear sides of the side of the tilt correction frame B2 are embedded with a limiting groove B201, and the limiting plate 101 is slidably arranged on the inner side of the limiting groove B201, a limiting frame A202 is slidably arranged on the upper part of the limiting groove B201, the limiting groove A102 is embedded on the upper part of the limiting plate 101, and the limiting frame A202 is slidably arranged on the inner side of the limiting groove A102, there is another embodiment in which the front and rear sides of the side of the tilt correction frame A1 are fixedly installed with a limiting block B8, and the limiting block B8 is arranged in a "U" shape, the front and rear sides of the side of the tilt correction frame B2 are embedded with a limiting groove E9, and the limiting block B8 is slidably arranged on the inner side of the limiting groove E9, and the inner wall of the limiting groove E9 A limiting groove 901 is embedded at the bottom, and the limiting groove 901 is arranged in an arc shape. The limiting protrusion 801 is fixedly installed on the upper and lower parts of the limiting block B8, and the limiting protrusion 801 is slidingly arranged on the inner side of the limiting groove 901. When the staff needs to install and use the tilt correction frame A1 and the tilt correction frame B2, the tilt correction frame A1 and the tilt correction frame B2 are pushed to drive the limiting protrusion 801 to squeeze the limiting block B8 to shrink and slide into the inner side of the limiting groove E9. After the limiting protrusion 801 is close to the limiting groove 901, the limiting block B8 rebounds and the limiting protrusion 801 slides into the inner side of the limiting groove 901 to complete the limiting installation processing between the tilt correction frame A1 and the tilt correction frame B2. When disassembling, it can be quickly disassembled in the opposite way of installation. Compared with the first embodiment, disassembly and assembly are more convenient, and the fixing effect is better.

[0033] Working principle: First, when the staff needs to erect the concrete pole, they drive the crane to transport the concrete pole to the installation site, and after placing the concrete pole in the ground foundation pit, the staff will place the tilt correction frame A1 and the tilt correction frame B2 on the ground on both sides of the concrete pole, and pull the two limit frames A202 to slide upward on the inner side of the limit groove B201, so that the side limit plate 101 of the tilt correction frame A1 slides into the limit groove B201, the staff releases the limit frame A202, so that the limit frame A202 slides into the inner side of the limit groove A102, and the limit installation between the tilt correction frame A1 and the tilt correction frame B2 is processed, and then, the work The staff pushes the limit frame B401 to slide out of the limit slot C5, and drives the damping telescopic rod A402 and the outer spring to contract, loosens and pushes the sliding frame A104 to slide on the inside of the slide rail 103 through the slider, and after adjusting to the position where the concrete pole needs to be corrected for tilt, loosens the limit frame B401, so that the damping telescopic rod A402 and the outer spring pop out of the limit frame B401 and slide into the inner side of one of the relative limit slots C5, and fixes the sliding frame A104 in a limited position. Finally, the staff pulls the adjustment plate 603 to drive the damping telescopic rod B604 and the outer spring to expand, so that the limit block A605 slides out After the limit groove D7 releases the gear 6, the staff pushes the adjustment disk 603 to drive the gear 6 and the plurality of teeth 107 to engage and transmit, pushes the sliding frame B106 to slide in the opposite direction on the inner side of the sliding groove A105, and drives the two correction plates 109 to rotate through the shaft. After they are fully in contact with the surface of the concrete rod, the staff releases the adjustment disk 603 to make the damping telescopic rod B604 and the outer spring contract. The adjustment disk 603 drives the limit block A605 to slide into the inner side of the limit groove D7 to limit and fix the sliding frame B106. Then the staff controls one of the hydraulic rods 108 to extend out of the correction plate 109 through the shaft, and the other A hydraulic rod 108 rotates to retract the correction plate 109, driving the concrete pole to correct its inclination. While observing that the spirit level 3 above the correction plate 109 is in a completely horizontal position, the staff pours concrete into the foundation pit where the concrete pole is placed and waits for a period of time for the concrete to solidify. After completing the installation of the concrete pole, the two limit frames A202 are pulled upward on the inner side of the limit groove B201 to slide out of the limit groove A102 and release the limit plate 101. The disassembly between the inclination correction frame A1 and the inclination correction frame B2 is completed, and the frame is placed back in place for the next concrete pole installation inclination correction.

[0034] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A tilt correction mechanism for electric concrete pole construction, comprising a tilt correction frame A (1), a slide rail (103), a sliding frame A (104), a slide groove A (105), a sliding frame B (106) and a tilt correction frame B (2), wherein the tilt correction frame A (1) is provided with a tilt correction frame B (2) on the side, the tilt correction frame A (1) and the tilt correction frame B (2) are relatively fixedly installed on the top of the tilt correction frame A (1) and the tilt correction frame B (2), and the slide rail (103) is relatively arranged in an arc shape, the sliding frame A (104) is slidably arranged on the top of the slide rail (103) through a slider, the slide groove A (105) is embedded on the side of the slide frame A (104), and the slide frame B (106) is slidably arranged on the side of the slide groove A (105), Features: A sliding limit disassembly and assembly mechanism for convenient disassembly and assembly is arranged between the tilt correction frame A (1) and the tilt correction frame B (2); an adjustable tilt correction mechanism for conveniently performing tilt correction processing on concrete poles of different specifications is arranged inside the sliding frame A (104); and a sliding limit adjustment mechanism for conveniently adjusting the correction position is arranged on the side of the sliding frame A (104).

2. A tilt correction mechanism for electric concrete pole construction as claimed in claim 1, Features: The sliding limiting disassembly and assembly mechanism is composed of a limiting plate (101), a limiting groove A (102), a limiting groove B (201) and a limiting frame A (202); Limiting plates (101) are fixedly installed on the front and rear sides of the side of the tilt correction frame A (1); limiting grooves B (201) are embedded in the front and rear sides of the side of the tilt correction frame B (2), and the limiting plates (101) are slidably arranged inside the limiting grooves B (201); a limiting frame A (202) is slidably arranged above the limiting grooves B (201); the limiting grooves A (102) are embedded above the limiting plates (101), and the limiting frame A (202) is slidably arranged inside the limiting grooves A (102).

3. A tilt correction mechanism for electric concrete pole construction as claimed in claim 1, Features: The sliding limit adjustment mechanism is composed of a slide groove B (4), a limit frame B (401), a damping telescopic rod A (402) and a limit groove C (5); A slide groove B (4) is embedded in the side of the sliding frame A (104), a limit frame B (401) is slidably arranged at the lower part of the slide groove B (4), a limit groove C (5) is embedded in the upper part of the slide rail (103), and the limit frame B (401) is slidably arranged on the inner side of the limit groove C (5), a damping telescopic rod A (402) is fixedly installed between the upper part of the limit frame B (401) and the upper part of the inner wall of the slide groove B (4), and a spring is matched with the outer side of the damping telescopic rod A (402).

4. A tilt correction mechanism for electric concrete pole construction as claimed in claim 1, Features: The tilt adjustment and correction mechanism is composed of teeth (107), a hydraulic rod (108), a correction plate (109), a level (3), a gear (6), a rotating rod (601), a slide groove C (602), an adjustment plate (603), a damping telescopic rod B (604), a limit block A (605) and a limit groove D (7); A tooth (107) is fixedly installed below the sliding frame B (106), a gear (6) is rotatably arranged inside the sliding frame A (104) near the bottom of the sliding frame B (106) through a bearing, and the teeth matched with the outer ring of the gear (6) and the plurality of teeth (107) are arranged in a meshing transmission arrangement, a rotating rod (601) is fixedly installed in front of the gear (6), a slide groove C (602) is embedded in front of the rotating rod (601), an adjusting disk (603) is slidably arranged in front of the slide groove C (602), and a blocking member is fixedly installed between the rear of the adjusting disk (603) and the rear of the inner wall of the slide groove C (602). A damping telescopic rod B (604) is provided, and a spring is provided on the outside of the damping telescopic rod B (604); limit blocks A (605) are fixedly installed on all sides of the rear of the adjusting disk (603); a limit groove D (7) is embedded in the front of the sliding frame A (104) near the rear of the adjusting disk (603), and the limit block A (605) is slidably arranged inside the limit groove D (7); a hydraulic rod (108) is fixedly installed on the side of the sliding frame B (106); a correction plate (109) is rotatably arranged on the side of the end of the hydraulic rod (108) through a rotating shaft; a level gauge (3) is fixedly installed above the correction plate (109).

5. A tilt correction mechanism for electric concrete pole construction as claimed in claim 3, Features: There are a plurality of limit grooves C (5), which are arranged equidistantly around each other.

6. A tilt correction mechanism for electric concrete pole construction as claimed in claim 4, Features: There are a plurality of teeth (107), which are arranged in parallel and at equal distances in a trapezoidal shape.

7. A tilt correction mechanism for electric concrete pole construction as claimed in claim 4, Features: There are a plurality of limit grooves D (7) which are arranged equidistantly around each other, and the correction plate (109) is arranged in an arc shape.

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