A communication tower foundation correction structure

Abstract

The present invention relates to a communication tower foundation correction structure, which effectively solves the problems that the tower body cannot be corrected in time with the deviation of the foundation, and compensation measures are taken when the foundation deviates again after the correction is completed, the deviation of the foundation and the tower body cannot be prevented or slowed down, and the correction effect on the tower body and the bottom foundation is poor; the technical solution includes: the communication tower foundation correction structure is provided with a circular concrete frame, an auxiliary component and a trigger component. After the first correction is completed, the auxiliary component is pre-buried in the circular concrete frame. When the communication tower deviates again, it will drive the trigger component on the deviated side to press down, thereby triggering the auxiliary components on the deviated side or the adjacent two sides. The auxiliary component can extend outward and be inserted into the foundation outside the circular concrete frame, which can increase the support area of ​​the foundation on the circular concrete frame and the base, thereby increasing the supporting force, and can effectively prevent or slow down the deviation of the communication tower, so as to maintain the safety of the communication tower.

Description

Technical Field

[0001] The present invention relates to the technical field of communication tower correction devices, and in particular to a communication tower foundation correction structure. Background Art

[0002] As a supporting structure for long-distance signal transmission, the stability of communication towers is of vital importance. Most communication towers are tall structures and are very sensitive to tilt and deformation. Due to various reasons such as unreasonable construction of nearby buildings, changes in the use of cultivated land, and blizzards, uneven settlement of communication tower foundations can cause communication towers to tilt. The settlement of communication towers can lead to tilt, displacement and deformation of the tower poles, which in turn can cause changes in the internal stress of the tower poles, seriously threatening the safety of the line.

[0003] In the Chinese patent application publication number CN212562730U, a transmission tower correction device is disclosed. The device is provided with a base to support the transmission tower, ensure the flatness of the installation plane of the transmission tower, and reinforce the transmission tower through the four inclined support beams at the bottom of the transmission tower. At the same time, it is further reinforced by the horizontal beams to improve the structural strength of the transmission tower and make the structure more stable. A support cylinder is provided, and the support is guided by the guide rail and the guide groove. The support and the positioning mechanism can be used to position the four corners of the transmission tower, and the support is provided by the screw rod, which effectively improves the stability of the transmission tower, so that the screw rod pushes the support and drives the transmission tower. By adjusting the height of the four corners of the transmission tower, the settlement of the transmission tower can be corrected to ensure the stability of the transmission tower and higher efficiency. Although the base, support tube and positioning mechanism provided by the device can correct the tower body, these structures still need to be set in the foundation below the tower body. In reality, the foundation will still deviate and settle. When the foundation deviates, the tower body will still deviate accordingly. The device cannot solve the deviation of the foundation below, cannot correct the tower body in time with the deviation of the foundation, and cannot take compensatory measures when the foundation deviates again after the correction is completed. It cannot prevent or slow down the deviation of the foundation and the tower body, and the correction effect on the tower body and the bottom foundation is not good.

[0004] In view of the above, we provide a communication tower foundation correction structure to solve the above problems. Summary of the Invention

[0005] In response to the above situation, the present invention provides a communication tower foundation correction structure. The device can detect the horizontality of the communication tower in real time, and can promptly inform the operator of the status of the communication tower, so that the communication tower can be corrected quickly and accurately. It can increase the supporting area of ​​the foundation on the circular concrete frame and the base, thereby increasing the supporting force, and can effectively prevent or slow down the deviation of the communication tower to maintain the safety of the communication tower.

[0006] A communication tower foundation correction structure includes a communication tower base, wherein a fixing device is provided on the upper surface of the communication tower base and a level detection component is provided inside the fixing device, a base is provided at the bottom end of the communication tower base, a circular groove is provided on the four sides of the communication tower base, a jacking component is provided inside the circular groove and the top of the jacking component abuts against the fixing device, a circular concrete frame is cast inside the circular groove and auxiliary components are pre-embedded around the inside of the circular concrete frame, and trigger components for triggering the auxiliary components are provided on the four sides of the communication tower base;

[0007] A side stop assembly is provided inside the circular groove, and the side stop assembly includes a first right-angle plate, a stop plate, and a second right-angle plate. The stop plate is fixedly mounted on the side of the first right-angle plate, and the stop plate and the second right-angle plate are both in contact with two adjacent sides of the base, and a sleeve is fixedly connected to the surface of the first right-angle plate.

[0008] The fixing device includes a rectangular frame, a support plate, a movable plate and a plug rod. The rectangular frame is connected to the upper surface of the base of the communication tower by bolts. Support plates are provided on both sides of the rectangular frame. The support plates are passed through both sides of the rectangular frame and are connected to the movable plates at both ends by bolts. The plug rod is inserted at the center of the movable plate. Both sides of the upper surface of the rectangular frame are connected to receiving blocks by bolt threads. The receiving blocks are tightly pressed against the lower surface of the base of the communication tower.

[0009] The auxiliary assembly includes a protective shell, an electric hydraulic rod and a plug-in plate. The protective shell is pre-buried in the middle of the circular concrete frame. The electric hydraulic rod and the plug-in plate are both arranged inside the protective shell. The plug-in plate is arranged at the movable end of the electric hydraulic rod.

[0010] The trigger assembly includes a trigger plate, a placement block, and a push-type trigger switch. One end of the trigger plate is connected to the upper surface of the communication tower base by a bolt and the other end is arranged outside the circular concrete frame. The placement block is arranged in the ground away from the circular concrete frame, and the push-type trigger switch is arranged inside the placement block.

[0011] The top of the push-type trigger switch is on the same horizontal plane as the upper surface of the communication tower base, the top of the push-type trigger switch is attached to the lower surface of the trigger plate, and the push-type trigger switch is electrically connected to the electric hydraulic rod through a wire.

[0012] The beneficial effects of the above technical solution are:

[0013] (1) The correction structure of the communication tower foundation is equipped with a fixing device, a level detection component and a lifting component. The operator can accurately know the offset position of the communication tower by observing the four sets of level detection components, and control the lifting component on the corresponding side to lift the fixing device and the base of the communication tower. When all the level detection components are displayed as horizontal, it is proved that the correction is completed and the communication tower is in normal state. The level detection component can detect the horizontality of the communication tower in real time, and can timely inform the operator of the status of the communication tower, so that the communication tower can be corrected quickly and accurately, ensuring the normal use of the communication tower;

[0014] (2) The correction structure of the communication tower foundation is provided with a circular concrete frame, auxiliary components and trigger components. After the first correction is completed, the auxiliary components are embedded in the circular concrete frame. When the communication tower deviates again, the trigger components on the deviated side will be pressed down, thereby triggering the auxiliary components on the deviated side or the adjacent two sides. The auxiliary components can extend outward and insert into the foundation outside the circular concrete frame, which can increase the support area of ​​the foundation on the circular concrete frame and the base, thereby increasing the supporting force, and can effectively prevent or slow down the deviation of the communication tower, so as to maintain the safety of the communication tower. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a cross-sectional schematic diagram of the present invention;

[0016] Figure 2 It is a schematic diagram of the three-dimensional structure of the present invention;

[0017] Figure 3 This is a schematic diagram of the disassembly of the lifting assembly and the trigger assembly of the present invention;

[0018] Figure 4 This is a schematic diagram of the side guard assembly of the present invention;

[0019] Figure 5 This is a schematic diagram of the side roof structure of the present invention;

[0020] Figure 6 A schematic diagram of the paper frame and auxiliary components of the present invention;

[0021] Figure 7 is a schematic diagram of the fixing device of the present invention;

[0022] Figure 8 This is a schematic diagram of a rectangular frame of the present invention;

[0023] Figure 9 This is a schematic diagram of the support plate of the present invention;

[0024] Figure 10 This is a schematic diagram of a one-way extension frame of the present invention;

[0025] Figure 11 This is a cross-sectional schematic diagram of the circular concrete frame of the present invention;

[0026] Figure 12 It is a top view schematic diagram of the present invention;

[0027] Figure 13 This is a schematic diagram of the process used in the present invention.

[0028] In the figure: 1. Communication tower base; 2. Pedestal; 3. Circular groove; 4. Circular concrete frame; 5. Connecting frame; 6. One-way extension frame; 7. Bottom plate; 8. First right-angle plate; 9. Baffle; 10. Second right-angle plate; 11. Sleeve; 12. Rectangular frame; 13. Support plate; 14. Movable plate; 15. Insert rod; 16. Receiver block; 17. Electronic level; 18. Electric jack; 19. Top plate; 20. Protective shell; 21. Electric hydraulic rod; 22. Insert plate; 23. Trigger plate; 24. Placement block; 25. Push-type trigger switch; 26. U-shaped frame; 27. Insert plate; 28. Sleeve rod; 29. ​​Extension plate; 30. Limit plate; 31. Compression spring; 32. Pull rope. DETAILED DESCRIPTION

[0029] The above and other technical contents, features and effects of the present invention are described below with reference to the attached Figures 1 to 13 It can be clearly presented in the detailed description of the embodiments that the structural contents mentioned in the following embodiments are all referenced to the drawings in the specification.

[0030] This embodiment provides a communication tower foundation correction structure, as shown in the attached Figure 1-13As shown, it includes a communication tower base 1, and the communication tower is fixedly connected to the top of the communication tower base 1. A fixing device is provided on the upper surface of the communication tower base 1 and a horizontal detection component is provided inside the fixing device. The fixing device includes a rectangular frame 12, a support plate 13, a movable plate 14 and a plug rod 15. The rectangular frame 12 is connected to the upper surface of the communication tower base 1 by bolts. The rectangular frame 12 includes two detachable U-shaped frames 26. The two U-shaped frames 26 are symmetrically arranged. Both ends of one U-shaped frame 26 close to the other U-shaped frame 26 are fixedly connected with a plug-in board 27. Slots compatible with the plug-in board 27 are opened on both sides of the other U-shaped frame 26. The plug-in board 27 is plugged into the slot, so that the two U-shaped frames 26 can be installed on the upper surface of the communication tower base 1. A support plate 13 is provided on both sides of the rectangular frame 12. The support plate 13 is passed through both sides of the rectangular frame 12 and is connected to a movable plate 14 at both ends by bolts. A plug rod 15 is inserted at the center of the movable plate 14. The plug rod 15 is inserted into the foundation on both sides of the communication tower base 1, which can play a certain role in limiting support. Both sides of the upper surface of the rectangular frame 12 are connected to a receiving block 16 by bolt threads. The receiving block 16 is tightly pressed against the lower surface of the communication tower base 1. The receiving block 16 can increase the contact area between the fixing device and the communication tower base 1 when it lifts the communication tower base 1, so that it can lift it more stably. The horizontal detection component includes an electronic level 17. An electronic level 1 is installed on both sides of the upper surface of the rectangular frame 12 near the baffle 9 and in the middle of the upper surface of the two support plates 13. 7. The electronic level 17 on the rectangular frame 12 is used to detect the horizontal level of the communication tower base 1, and the electronic level 17 on the support plate 13 is used to detect the vertical level. When all four electronic levels 17 show horizontal values, it proves that the communication tower is in a horizontal state as a whole. Both sides of the upper surface of the fixing device are hinged with side top structures, and the side top structure includes a connecting frame 5, a one-way extension frame 6 and a bottom plate 7. The bottom end of the connecting frame 5 is hinged to the upper surface of the fixing device and the top end of the one-way extension frame 6 is hinged to the top end of the connecting frame 5. The one-way extension frame 6 includes a sleeve rod 28, an extension plate 29, a limit plate 30, a compression spring 31 and a pull rope 32. The sleeve rod 28 is hinged to the top end of the connecting frame 5, and the bottom of the side of the sleeve rod 28 is fixedly connected to a fixing box, and the inner top wall of the fixing box The limit plate 30 is hinged, and the side of the extension plate 29 is provided with a slot that is engaged with the limit plate 30. The compression spring 31 is fixedly connected to the side of the limit plate 30 and the other end is fixedly connected to the inner wall of the fixing box. Under the action of the compression spring 31, the bottom end of the limit plate 30 is engaged with the slot on the side of the extension plate 29. The pull rope 32 is fixedly connected to the side of the limit plate 30 and passes through the side of the fixing box. The bottom plate 7 is hinged to the bottom end of the one-way extension frame 6 and fixed to the ground through screws. The connecting frame 5 is bolted to the bottom of the communication tower. When the jacking assembly lifts the deflected side of the communication tower upward, the extension plate 29 is fixed to the ground and does not move. The sleeve rod 28 close to the deflected side of the communication tower will move upward under the drive of the connecting frame 5. At this time, the limit plate 30 will be pushed open.And it is engaged with the slot above. When the communication tower is adjusted to be horizontal, the sleeve rod 28 follows the connecting frame 5 to rise to a fixed position and does not move. The limit plate 30 will be engaged with its corresponding slot, so that the sleeve rod 28 will not fall when subjected to external force from the base 2, and can maintain the horizontal state of the communication tower. A base 2 is provided at the bottom end of the communication tower base 1. A circular groove 3 is provided around the communication tower base 1. A side block assembly is provided inside the circular groove 3. The side block assembly includes a first right-angle plate 8, a baffle 9 and a second right-angle plate 10. The baffle 9 is fixedly installed on the side of the first right-angle plate 8. There are four first right-angle plates 8. The four first right-angle plates 8 are respectively arranged in the circular groove 3 below the two ends of the two support plates 13. The baffle 9 and the second right-angle plate 10 both abut against the two adjacent ones of the base 2. The side and the surface of the first right-angle plate 8 are fixedly connected with a sleeve 11. Two baffles 9 and two second right-angle plates 10 are arranged around the base 1 of the communication tower. The two baffles 9 and the two second right-angle plates 10 are respectively arranged at the two opposite sides of the base 1 of the communication tower, and they are all arranged in the circular groove 3. The side of the first right-angle plate 8 is provided with a grouting hole for grouting the gap between the base 1 and the base 2 of the communication tower. The side of the baffle 9 and the second right-angle plate 10 blocks the gap between the base 1 and the base 2 of the communication tower, which can prevent the filling slurry from flowing out when grouting in the gap, so as to ensure that the filling slurry can be fully filled into the gap. A jacking assembly is provided inside the circular groove 3 and the top of the jacking assembly is abutted against the fixing device. The jacking assembly includes an electric jack 18 and a top plate 19. The electric jack 18 is arranged inside the sleeve 11, the upper surface of the top plate 19 is fixedly connected with a bolt and the outside of the bolt is connected with a nut, the top plate 19 is fixedly installed on the lower surface of the support plate 13 by the bolts and nuts, the top of the electric jack 18 is in contact with the top plate 19, and jacking components can be set on both sides of the two support plates 13. Specifically, the jacking component can be placed on the side where the electronic level 17 detects the offset of the communication tower. A circular concrete frame 4 is cast inside the circular groove 3 and auxiliary components are pre-buried around the inside of the circular concrete frame 4. The auxiliary components include a protective shell 20, an electric hydraulic rod 21 and a plug-in plate 22. The electronic level 17, the electric jack 18 and the electric hydraulic rod 21 are all electrically connected to the external control unit through wires, and the electronic level 17, the electric jack The top 18 and the electric hydraulic rod 21 are both existing well-known technologies, so they will not be described in detail here. The protective shell 20 is pre-buried in the middle of the circular concrete frame 4. The electric hydraulic rod 21 and the plug plate 22 are both arranged inside the protective shell 20. The plug plate 22 is arranged at the movable end of the electric hydraulic rod 21. When not in use, the plug plate 22 is retracted inside the protective shell 20. Trigger components for triggering auxiliary components are arranged around the base 1 of the communication tower. The trigger component includes a trigger plate 23, a placement block 24 and a push-type trigger switch 25. One end of the trigger plate 23 is connected to the upper surface of the base 1 of the communication tower by bolts and the other end is arranged on the outside of the circular concrete frame 4. The placement block 24 is arranged in the ground away from the circular concrete frame 4 and the push-type trigger switch 25 is arranged inside the placement block 24.The top of the push-type trigger switch 25 is at the same horizontal plane as the upper surface of the communication tower base 1. There are four auxiliary components and four trigger components. The four auxiliary components are respectively arranged around the circular concrete frame 4, and the four trigger components are respectively arranged around the communication tower base 1. The four trigger components correspond to the four auxiliary components respectively. The top of the push-type trigger switch 25 is attached to the lower surface of the trigger plate 23. The push-type trigger switch 25 is electrically connected to the electric hydraulic rod 21 through a wire; when the communication tower deviates, the communication tower needs to be corrected. The operator connects the rectangular frame 12 to the communication tower base 1 with bolts, connects the connecting frame 5 to the bottom of the communication tower body, adjusts the one-way extension frame 6 so that the bottom plate 7 is supported on the ground and connected to the ground through screws. After the circular groove 3 is dug, four rectangular grooves are chiseled out on the top of both sides of the base 2 to match the receiving blocks 16. Partitions for separating the receiving blocks 16 and the base 2 are placed in the rectangular grooves to prevent the receiving blocks 16 and the base 2 from being connected as a whole when the filling slurry is poured between the base 1 and the base 2. The four receiving blocks 16 are placed in the four rectangular grooves, the bolts are passed through the rectangular frame 12 and connected to the receiving blocks 16, and the four receiving blocks 16 are all against the lower surface of the base 1 of the communication tower. Tighten, at this time the rectangular frame 12, the communication tower base 1 and the receiving block 16 are equivalent to a whole, then the bottom of the circular groove 3 is compacted and leveled, the first right-angle plate 8, the baffle 9 and the second right-angle plate 10 are placed in the circular groove 3 and abutted against the base 2, and the offset direction of the communication tower is observed by the electronic level 17, the electric jack 18 is placed in the sleeve 11 on the four first right-angle plates 8, the top plate 19 is connected to the support plate 13, and all the bolts connecting the communication tower base 1 with the base 2 when installing the communication tower are removed, so that the communication tower base 1 can be separated from the base 2, and then the electric jack 18 on the offset side is controlled by the external control unit. After the top of the electric jack 18 contacts the top plate 19, it is slowly lifted, and the support plate 13 is lifted up so that the receiving block 16 can be used to lift it. The offset side of the communication tower base 1 is lifted upward, and the communication tower base 1 will also be separated from the base 2. Observe the values ​​of the four electronic levels 17 until all four electronic levels 17 show level, which proves that the communication tower as a whole is in a horizontal state. Then keep the four electric jacks in the current state, fill the external filling slurry from the grouting hole of the first right angle plate 8 into the gap between the communication tower base 1 and the base 2 and maintain a certain pressure to prevent the filling slurry from leaking. After the filling is completed, wait for the filling slurry to completely solidify, then retract the one-way extension frame 6 that was originally offset to make it not supported by the ground, and slowly lower the electric jack 18 so that the communication tower base 1 is not subject to the lifting force, and only the gravity of the communication tower itself is observed. At the same time, observe the four electronic levels 17.If the values ​​of the four electronic levels 17 are all horizontal and do not change, it proves that the communication tower has been corrected. If the value displayed by any one of the four electronic levels 17 changes, it proves that the filling slurry has not completely supported the communication tower base 1 in a horizontal state. At this time, it is necessary to control the electric jack 18 on the offset side through the control unit again to lift the communication tower base 1 to a horizontal position again, and pour the filling slurry into the gap again, and wait until it solidifies again before re-testing. This operation method can re-inspect the communication tower after correction, so as to ensure that the operator can completely correct the communication tower to a horizontal state, avoid inaccurate correction results and changes in the internal stress of the communication tower, and ensure that the communication tower can be in a horizontal state. After the partial is completed, the communication tower base 1 and the base 2 are reconnected by bolts to fix the communication tower, and then concrete is poured into the circular groove 3 to form a circular concrete frame 4 inside it. The circular concrete frame 4 is sleeved on the outside of the base 2, which can play a clamping and limiting role for the base 2 as a whole. The circular concrete frame 4 is also below the ground, which can increase the contact area between the top of the base 2 and the external foundation, thereby effectively preventing or slowing down the tilting of the base 2 and the communication tower; when pouring the circular concrete frame 4, the operator can pour the protective shell 20 in the middle of the circular concrete frame 4. The interior of the protective shell 20 is provided with an electric hydraulic rod 21 and a plug plate 22. The opening of the protective shell 20 fits with the external foundation, so that the concrete will not enter when pouring concrete. The protective shell 20 will not affect the electric hydraulic rod 21. At this time, the electric hydraulic rod 21 is in a retracted state, and the plug plate 22 is retracted in the protective shell 20. When the circular concrete frame 4 is completely solidified, trigger plates 23 are installed on all four sides of the upper surface of the communication tower base 1, and a placement block 24 is buried in the corresponding foundation under each trigger plate 23. The push-type trigger switch 25 inside the placement block 24 is in contact with the trigger plate 23. When the communication tower does not deviate, the four trigger plates 23 are also in a horizontal state and will not trigger the push-type trigger switch 25. If the communication tower deviates again after a long time, the trigger plate 23 on the deviated side will tilt, so that pressing the push-type trigger switch 25 will cause any push-type trigger switch 25 to be triggered. The four electric hydraulic rods 21 are controlled to move simultaneously. The push-type trigger switch 25 controls the movable end of the electric hydraulic rod 21 to push out, inserting the insert plate 22 horizontally into the foundation. After the insert plate 22 is inserted into the foundation, it can increase the contact area between the circular concrete frame 4 and the foundation. Greater force is required to deflect the circular concrete frame 4. Under the action of the insert plate 22, the circular concrete frame 4 becomes more difficult to deflect. Simultaneously, the base 2 inside the circular concrete frame 4 is also difficult to deflect, thereby preventing or slowing down the further deflection of the communication tower, so that the communication tower can be corrected in time. The fixing device can be retained after the correction is completed, and the communication tower can be dynamically monitored in real time through the electronic level 17 to ensure that the operator can know the status of the communication tower in time and respond quickly.

[0031] The above description is only for illustrating the present invention. It should be understood that the present invention is not limited to the above embodiments, and various variations that conform to the concept of the present invention are within the scope of protection of the present invention.

Claims

1. A communication tower foundation correction structure, comprising a communication tower base (1), characterized in that: The upper surface of the communication tower base (1) is provided with a fixing device and a level detection component is provided inside the fixing device; the bottom end of the communication tower base (1) is provided with a base (2); a circular groove (3) is provided around the communication tower base (1); a jacking component is provided inside the circular groove (3) and the top of the jacking component abuts against the fixing device; a circular concrete frame (4) is cast inside the circular groove (3) and auxiliary components are pre-buried around the inside of the circular concrete frame (4); and trigger components for triggering the auxiliary components are provided around the communication tower base (1); A side block assembly is provided inside the circular groove (3), and the side block assembly comprises a first right-angle plate (8), a baffle (9) and a second right-angle plate (10), wherein the baffle (9) is fixedly mounted on the side of the first right-angle plate (8), the baffle (9) and the second right-angle plate (10) are both in contact with two adjacent sides of the base (2), and a sleeve (11) is fixedly connected to the surface of the first right-angle plate (8); The fixing device comprises a rectangular frame (12), a support plate (13), a movable plate (14) and an insertion rod (15), wherein the rectangular frame (12) is connected to the upper surface of the communication tower base (1) by bolts, and support plates (13) are provided on both sides of the rectangular frame (12), and the support plates (13) are passed through both sides of the rectangular frame (12) and are connected to the movable plates (14) at both ends by bolts, and the insertion rod (15) is inserted at the center of the movable plate (14), and both sides of the upper surface of the rectangular frame (12) are connected to receiving blocks (16) by bolt threads, and the receiving blocks (16) are pressed against the lower surface of the communication tower base (1); The auxiliary component includes a protective shell (20), an electric hydraulic rod (21) and a plug plate (22), wherein the protective shell (20) is pre-buried in the middle of the circular concrete frame (4), the electric hydraulic rod (21) and the plug plate (22) are both arranged inside the protective shell (20), and the plug plate (22) is arranged at the movable end of the electric hydraulic rod (21); The trigger assembly includes a trigger plate (23), a placement block (24) and a push-type trigger switch (25); one end of the trigger plate (23) is connected to the upper surface of the communication tower base (1) by a bolt and the other end is arranged outside the circular concrete frame (4); the placement block (24) is arranged in the ground away from the circular concrete frame (4) and the push-type trigger switch (25) is arranged inside the placement block (24); The top of the push-type trigger switch (25) is in the same horizontal plane as the upper surface of the communication tower base (1), the top of the push-type trigger switch (25) is attached to the lower surface of the trigger plate (23), and the push-type trigger switch (25) is electrically connected to the electric hydraulic rod (21) through a wire.

2. A communication tower foundation correction structure according to claim 1, characterized in that: Both sides of the upper surface of the fixing device are hinged with side top structures, and the side top structures include a connecting frame (5), a one-way extension frame (6) and a bottom plate (7), the bottom end of the connecting frame (5) is hinged to the upper surface of the fixing device and the top end of the one-way extension frame (6) is hinged to the top end of the connecting frame (5), and the bottom plate (7) is hinged to the bottom end of the one-way extension frame (6) and fixed to the ground by screws.

3. A communication tower foundation correction structure according to claim 1, characterized in that: The level detection assembly includes an electronic level (17), and the electronic level (17) is installed on both sides of the upper surface of the rectangular frame (12) close to the baffle (9) and in the middle of the upper surfaces of the two support plates (13).

4. A communication tower foundation correction structure according to claim 1, characterized in that: The jacking assembly includes an electric jack (18) and a top plate (19), wherein the electric jack (18) is arranged inside the sleeve (11), the upper surface of the top plate (19) is fixedly connected with a bolt and the outside of the bolt is connected with a nut, and the top plate (19) is fixedly installed on the lower surface of the support plate (13) by the bolt and the nut, and the top end of the electric jack (18) is in contact with the top plate (19).

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