Iron tower verticality dynamic monitoring terminal

By designing a tower verticality dynamic monitoring terminal with a semi-circular plate and guide groove structure, the problems of large size and large error of existing devices have been solved, realizing convenient and efficient tower verticality measurement and improving safety.

CN224004429UActive Publication Date: 2026-03-17HENAN TUHUI DATA TECHNOLOGY CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-05-08
Publication Date
2026-03-17

AI Technical Summary

Technical Problem

Existing power tower verticality measuring devices are bulky, inconvenient to carry, and have large measurement errors, posing safety hazards.

Method used

A dynamic monitoring terminal for the verticality of iron towers was designed. It adopts a semi-circular plate and guide groove structure. The monitoring component is driven to draw a circle around the center of the tower body by the support rod. Combined with locking and indication functions, it improves convenience and accuracy.

Benefits of technology

The device is compact, portable, and provides efficient monitoring, ensuring the accuracy and safety of tower verticality measurement.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an iron tower verticality dynamic monitoring terminal which comprises a tower body, semicircular plates are arranged on the left side and the right side of the exterior of the tower body, and clamping grooves are integrally formed in the semicircular plates. The overall size is small, through the mechanical simplified design, a worker only needs to combine two semicircular plates and then push the supporting rod, so that the supporting rod drives the shell to be in linkage with the balls to draw a circle with the circle center of the cylindrical tower body as the axis, and then the perpendicularity of the tower body can be monitored; not only is the convenience of carrying the device by a worker improved, but also the efficiency of monitoring the verticality of the tower body by the worker is improved. Through the design of a locking function, the state after two semicircular plates are combined can be locked, the stability after clamping grooves in the semicircular plates are attached to the outer wall of the tower body is ensured, through the design of an indicating function, workers can conveniently know the inclination value of the specific azimuth area of the tower body, and the safety of the tower body is improved. And the accuracy of subsequent correction of the tower body by a worker is improved.
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Description

Technical Field

[0001] This utility model relates to the field of monitoring device technology, specifically a dynamic monitoring terminal for the verticality of iron towers. Background Technology

[0002] Electricity is a natural phenomenon, referring to the physical phenomena produced by stationary or moving electric charges. It is a property of repulsive and attractive forces between subatomic particles such as electrons and protons. Lightning in nature is an example of an electrical phenomenon. With the development of science and technology, electricity has created countless conveniences for mankind and is an indispensable part of life. Usually, when transmitting electricity, power towers are used to support and suspend the conductors so that the electricity can travel further. However, when fixing power towers, it is often necessary to ensure that they are completely perpendicular to the ground to ensure that the circuit has sufficient safety. The devices on the market used to measure the verticality of power towers are not comprehensive and are prone to measurement errors, which can easily cause safety hazards.

[0003] A patent search revealed a device for monitoring the verticality of a steel tower, with publication number "CN222104717U". This device uses a lifting and lowering mounting plate to mark the outer wall of the tower with a drawing rod and pen, thus monitoring the tower's verticality. However, because the mounting plate needs to move longitudinally within a lifting groove area inside an L-shaped plate, the overall size of the device is excessively large, affecting the portability and ease of use for personnel. This not only increases the difficulty of transporting the device but also reduces the efficiency of tower verticality monitoring. Therefore, this invention designs a dynamic monitoring terminal for the verticality of steel towers to solve the above problems. Utility Model Content

[0004] The purpose of this invention is to provide a dynamic monitoring terminal for the verticality of iron towers to solve the problems mentioned in the background.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a dynamic monitoring terminal for the verticality of a steel tower, comprising a tower body, with semicircular plates arranged on the left and right sides of the tower body, a slot integrally formed inside the semicircular plate, the slot having an L-shaped cross-section when viewed from above, a guide groove integrally formed inside the semicircular plate, the guide groove being a through groove design, the guide groove having a T-shaped cross-section when viewed from the front, a detachable sliding plate slidably connected inside the guide groove on the left side, a support rod fixedly mounted on the top of the sliding plate, a monitoring component arranged outside the support rod, the monitoring component including a housing fixedly mounted on the top of the support rod, a rotating rod rotatably connected inside the housing, a slider slidably connected inside the housing, the slider being threaded onto the outside of the rotating rod, a top plate fixedly mounted on the right side of the slider, the top plate having a U-shaped cross-section when viewed from above.

[0006] Furthermore, the guide groove and the slide plate have an arc-shaped cross-section when viewed from above, and the center of the guide groove and the slide plate is concentric with the center of the semicircular plate on the left.

[0007] Furthermore, the top front and rear ends of the semicircular plate on the left are fixed with first mounting blocks, and the first mounting blocks are integrally provided with threaded holes, which are through holes.

[0008] Furthermore, a second mounting block is fixed at both the front and rear ends of the top of the semi-circular plate on the right side. The second mounting block has a threaded pin inside, and the pin is connected to the threaded hole for disassembly and assembly.

[0009] Furthermore, a connecting block is slidably disposed on the right side inside the top plate, and a sliding rod is fixedly disposed on the right side of the connecting block, the sliding rod sliding through the top plate.

[0010] Furthermore, the slide rod and the connecting block are designed to be perpendicular to each other, and a ball bearing is rotatably installed at the end of the slide rod away from the connecting block.

[0011] Furthermore, a spring is fitted around the outside of the slide rod, with the left side of the spring fixedly connected to the connecting block and the right end of the spring fixedly connected to the top plate.

[0012] Furthermore, a scale is fixedly provided on the top right side of the housing, and an indicator pin provided on the upper end of the scale is fixedly connected to the slide rod.

[0013] Compared with the prior art, the beneficial effects of this utility model are:

[0014] 1. The overall size of this utility model is small and compact. Through the mechanical simplification design, the staff only needs to combine two semi-circular plates and then push the support rod. The support rod drives the shell linkage ball to draw a circle around the center of the cylindrical tower body. This can monitor the verticality of the tower body. It not only improves the convenience of carrying this device with the staff, but also improves the efficiency of the staff in monitoring the verticality of the tower body.

[0015] 2. This utility model, through its locking function design, can lock the combined state of two semicircular plates, ensuring the stability of the internal slots of the semicircular plates after they are attached to the outer wall of the tower. In addition, through the design of the indicator function, it is easy for staff to know the tilt value of the specific location of the tower, improving the accuracy of subsequent corrections to the tower. Attached Figure Description

[0016] To more clearly illustrate the technical solutions of the embodiments of this utility model, the accompanying drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0017] Figure 1 This is a front-view perspective view of a dynamic monitoring terminal for the verticality of iron towers according to this utility model.

[0018] Figure 2 A three-dimensional view of the interior of the shell;

[0019] Figure 3 An exploded 3D view of the semicircular board and the skateboard;

[0020] Figure 4 This is a 3D view of the slider, top plate, and connecting blocks.

[0021] The attached diagram lists the components represented by each number as follows:

[0022] 1-Tower body, 2-Semicircular plate, 3-Card slot, 4-Guide groove, 5-Slide plate, 6-Support rod, 7-Monitoring component, 701-Housing shell, 702-Rotating rod, 703-Slider, 704-Top plate, 8-First mounting block, 9-Threaded hole, 10-Second mounting block, 11-Pin screw, 12-Connecting block, 13-Slide rod, 14-Ball bearing, 15-Spring, 16-Scale, 17-Indicator pin. Detailed Implementation

[0023] 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 skilled in the art without creative effort are within the protection scope of the present utility model. Example 1

[0024] like Figure 1 , Figure 2 , Figure 3 , Figure 4As shown, a dynamic monitoring terminal for the verticality of a steel tower includes a tower body 1. Semicircular plates 2 are provided on the left and right sides of the tower body 1. A slot 3 is integrally provided inside the semicircular plate 2. The slot 3 has an L-shaped cross-section when viewed from above. A guide groove 4 is integrally provided inside the semicircular plate 2. The guide groove 4 is a through groove design. The guide groove 4 has a T-shaped cross-section when viewed from the front. A detachable sliding plate 5 is slidably connected inside the guide groove 4 on the left side. A support rod 6 is fixed to the top of the sliding plate 5. A monitoring component 7 is provided outside the support rod 6. The monitoring component 7 includes a housing 701 fixed to the top of the support rod 6. A rotating rod 702 is connected inside the housing 701. A slider 703 is slidably connected inside the housing 701. The slider 703 is threaded onto the outside of the rotating rod 702. A top plate 704 is fixed to the right side of the slider 703. The top plate 704 has a U-shaped cross-section when viewed from above.

[0025] The guide groove 4 and the sliding plate 5 have an arc-shaped cross-section when viewed from above. The center of the guide groove 4 and the sliding plate 5 is concentric with the center of the semi-circular plate 2 on the left. The operator first clamps two semi-circular plates 2 onto the lower left and right sides of the outer exterior of the tower body 1, thus making the clamping grooves 3 on the left and right sides fit against the outer wall of the tower body 1. In this way, the semi-circular plates 2 enclose the tower body 1. Simultaneously, the guide grooves 4 on the left and right sides are connected. The operator then rotates the rotating rod 702 clockwise. Through the threaded transmission design between the rotating rod 702 and the slider 703, the slider 703 drives the top plate 704 to move along the direction of the tower body 1. When the top plate 704 fits against the tower body 1... The staff first stops rotating the rotating rod 702, then pushes the support rod 6, causing the support rod 6 to move the sliding plate 5 along the direction of the guide groove 4. At this time, the support rod 6 drives the shell 701 and the top plate 704 to move in a circle around the center of the cylindrical tower body 1. When the top plate 704 does not contact the tower body 1 during the displacement, the staff stops pushing the support rod 6 and marks the corresponding area of ​​the tower body 1 with a marker pen, so that the staff can make corrections to this area later. Example 2

[0026] like Figure 1 , Figure 2 , Figure 3 , Figure 4As shown, the top front and rear ends of the left semicircular plate 2 are fixedly provided with a first mounting block 8. The first mounting block 8 has an integrally formed threaded hole 9, which is a through hole. The top front and rear ends of the right semicircular plate 2 are fixedly provided with a second mounting block 10. The second mounting block 10 has a threaded pin 11 inside. The pin 11 and the threaded hole 9 are connected by a thread for disassembly and assembly. The right side of the top plate 704 is slidably provided with a connecting block 12. The right side of the connecting block 12 is fixedly provided with a slide rod 13. The slide rod 13 slides through the top plate 704. The slide rod 13 and the connecting block 12 are designed to be perpendicular to each other. The end of the slide rod 13 away from the connecting block 12 is rotatably provided with a ball bearing 14. The slide rod 13 is sleeved with a spring 15. The left side of the spring 15 is fixedly connected to the connecting block 12, and the right end of the spring 15 is fixedly connected to the top plate 704. The right side of the top of the housing 701 is fixedly provided with a scale 16. The indicator pin 17 at the upper end of the scale 16 is fixedly connected to the slide rod 13.

[0027] According to the operation method in Embodiment 1, after the two semicircular plates 2 together with the slots 3 are attached to the outer wall of the tower body 1, the operator needs to screw the screw pins 11 into the corresponding threaded holes 9. This not only ensures the stability of the two semicircular plates 2 after combination, but also ensures the stability of the slots 3 and the outer wall of the tower body 1. When the operator rotates the rotating rod 702 to control the top plate 704 to move along the direction of the tower body 1, the top plate 704 drives the ball bearings 14 to be attached to the outer wall of the tower body 1. The operator then continues to rotate the rotating rod 702, so that the ball bearings 14 exert a squeezing force on the outer wall of the tower body 1. Through the reaction force of the outer wall of the tower body 1, the ball bearings 14 drive the sliding rod 13 together with the connecting block 12 to move along the left side of the top plate 704, and the sliding rod 13 drives the indicator pin 17 along the engraved direction. The ruler 16 moves in the direction, which in turn moves the slide rod 13. After the slide rod 13 is displaced, the spring 15 deforms. The operator stops rotating the rotating rod 702 and records the value of the current indicator pin 17 pointing to the ruler 16. This recorded value is used as a reference point. The operator then pushes the support rod 6. When the tower body 1 tilts, the squeezing force of the ball bearing 14 on the tower body 1 will change. At this time, through the rebound force of the spring 15 or the squeezing force of the tower body 1 on the ball bearing 14 due to tilting, the ball bearing 14 drives the slide rod 13 to move the indicator pin 17 again. At this time, the operator needs to record the distance between the current indicator pin 17 and the reference point after displacement. This recorded distance value is the tilt value of the tower body 1, which improves the accuracy of the operator in subsequent corrections of the tower body 1.

Claims

1. A tower verticality dynamic monitoring terminal, comprising a tower body (1), characterized in that: The tower body (1) is provided with semicircular plates (2) on the left and right sides, the semicircular plates (2) are integrally provided with clamping grooves (3) inside, the clamping grooves (3) are L-shaped in the top view, the semicircular plates (2) are integrally provided with guide grooves (4) inside, the guide grooves (4) are designed as through grooves, the guide grooves (4) are T-shaped in the front view, the left guide groove (4) is slidably provided with a detachable sliding plate (5), the sliding plate (5) is fixedly provided with a support rod (6) on the top, the support rod (6) is provided with a monitoring assembly (7), the monitoring assembly (7) comprises a housing (701) fixedly arranged on the top of the support rod (6), the housing (701) is rotatably provided with a rotating rod (702), the housing (701) is slidably provided with a sliding block (703), the sliding block (703) is threadedly arranged on the outside of the rotating rod (702), the sliding block (703) is fixedly provided with a top plate (704) on the right side, and the top plate (704) is U-shaped in the top view.

2. The iron tower verticality dynamic monitoring terminal according to claim 1, characterized in that: The guide grooves (4) and the sliding plate (5) are arc-shaped in the top view.

3. The tower verticality dynamic monitoring terminal according to claim 1, characterized in that: The top of the left semicircular plate (2) is fixedly provided with first mounting blocks (8) at the front and rear ends, the first mounting blocks (8) are integrally provided with threaded holes (9) inside, and the threaded holes (9) are through holes.

4. The tower verticality dynamic monitoring terminal according to claim 1, characterized in that: The top of the right semicircular plate (2) is fixedly provided with second mounting blocks (10) at the front and rear ends, the second mounting blocks (10) are screwingly provided with screw pins (11) inside, and the screw pins (11) are detachably connected with the threaded holes (9) through screwing.

5. The tower verticality dynamic monitoring terminal according to claim 1, characterized in that: The top plate (704) is slidably provided with a connecting block (12) on the right side, the connecting block (12) is fixedly provided with a sliding rod (13) on the right side, and the sliding rod (13) slidably penetrates the top plate (704).

6. The tower verticality dynamic monitoring terminal according to claim 5, characterized in that: The sliding rod (13) and the connecting block (12) are perpendicular to each other, and the sliding rod (13) is rotatably provided with a ball (14) at the end away from the connecting block (12).

7. The tower verticality dynamic monitoring terminal according to claim 5, characterized in that: The sliding rod (13) is provided with a spring (15) on the outside, the left side of the spring (15) is fixedly connected with the connecting block (12), and the right end of the spring (15) is fixedly connected with the top plate (704).

8. The tower verticality dynamic monitoring terminal according to claim 1, characterized in that: The housing (701) is fixedly provided with a scale (16) on the right side, and an indicating pin (17) arranged on the upper end of the scale (16) is fixedly connected with the sliding rod (13).

Citation Information

Patent Citations

  • Iron tower perpendicularity monitoring device

    CN222104717U