Perpendicularity adjusting and temporary supporting device for concrete pole tower

Abstract

The invention belongs to the technical field of electric power auxiliary equipment, and particularly relates to a concrete pole and tower perpendicularity adjusting and temporary supporting device which comprises a concrete pole and tower. The sag infrared monitoring mechanisms are connected to the outer side of the upper portion of the concrete tower in a sleeving mode through fixing rings; the plurality of clamping sleeves are fixedly connected to the outer side of the upper part of the concrete tower, and the plurality of clamping sleeves are arranged corresponding to the sag infrared monitoring mechanism; the supporting end of the temporary supporting mechanism is connected with the outer side of the upper portion of the clamping sleeve in a clamped mode, the other end of the temporary supporting mechanism is placed on the ground, and the temporary supporting mechanism is used for supporting and adjusting the concrete pole tower which deviates; and the pressure sensor is arranged between the supporting end of the temporary supporting mechanism and the clamping sleeve and used for monitoring whether deviation correction of the concrete pole tower is completed or not. According to the invention, the concrete pole tower is monitored and rectified mainly from four aspects of normal state monitoring, offset detection, signal feedback and adjustment and state recovery, and efficient and autonomous management of pole tower offset is realized.

Description

Technical Field

[0001] The invention belongs to the technical field of power auxiliary equipment, and in particular relates to a concrete pole tower verticality adjustment and temporary support device. Background Art

[0002] Concrete pole towers are mainly made of high-strength concrete, and sometimes steel bars are added to enhance their structural strength and stability. They are widely used in power transmission lines, communication lines and other overhead line support structures. Existing concrete pole towers will tilt to varying degrees during their long-term operation due to wind loads and ground deformation, endangering the safe operation of power transmission and distribution lines or communication base stations. Timely recovery of the operating status of such pole towers can ensure the normal operation of the lines or communication base stations. In the prior art, mechanical pull ropes or manual adjustments are usually used for such tilted pole towers, which not only require a large amount of manpower and material resources, but also pose great safety risks. In addition, there are no special tools for verticality detection, resulting in the inability to guarantee the correction quality.

[0003] Therefore, there is an urgent need for a device that can achieve verticality correction of concrete towers and temporary support during the reinforcement process of concrete towers to ensure the safety of reinforcement construction. Summary of the invention

[0004] The purpose of the present invention is to provide a concrete pole tower verticality adjustment and temporary support device, which can realize the verticality correction of the concrete pole tower and the temporary support during the reinforcement process of the concrete pole tower, and ensure the safety of the reinforcement construction.

[0005] To achieve the above object, the present invention provides the following solutions:

[0006] A device for adjusting the verticality of a concrete tower and temporarily supporting it, comprising:

[0007] A concrete pole tower, wherein the concrete pole tower is fixed on the ground;

[0008] A plurality of sag infrared monitoring mechanisms, wherein the plurality of sag infrared monitoring mechanisms are sleeved on the outer side of the upper portion of the concrete pole tower through a fixing ring, and the plurality of sag infrared monitoring mechanisms are arranged at equal intervals in the circumferential direction, and the sag infrared monitoring mechanisms are used to monitor whether the concrete pole tower is tilted;

[0009] A plurality of clamping sleeves fixedly connected to the outer side of the upper part of the concrete tower, wherein the plurality of clamping sleeves are arranged corresponding to the sag infrared monitoring mechanism;

[0010] A temporary support mechanism, wherein the support end of the temporary support mechanism is clamped with the outer side of the upper part of the clamping sleeve, and the other end of the temporary support mechanism is placed on the ground, and the temporary support mechanism is used to support and adjust the offset concrete tower;

[0011] A pressure sensor is placed between the supporting end of the temporary supporting mechanism and the clamping sleeve, and is used to monitor whether the concrete tower has completed deviation correction.

[0012] In an optional manner provided by the present invention, the vertical infrared monitoring mechanism includes a fixed block, the fixed block is fixedly connected to the outer wall of the fixed ring, one end of a suspension rope is fixedly connected to the bottom surface of the fixed block, and the other end of the suspension rope is fixedly connected to the infrared monitoring mechanism.

[0013] According to an optional method provided by the present invention, a wind shield is fixedly connected to the external top wall of the fixing ring, and the height of the wind shield is greater than the sum of the heights of the fixing ring, the suspension rope and the infrared monitoring mechanism, so as to prevent the infrared monitoring mechanism from swinging due to wind.

[0014] In an optional manner provided by the present invention, the infrared monitoring mechanism comprises a fixed shell, the top surface of the fixed shell is fixedly connected to the suspension rope, the bottom surface of the fixed shell is fixedly connected to a connecting shell, and the bottom surface of the connecting shell is fixedly connected to a transmitting block;

[0015] The fixed shell, the connecting shell and the emitting block are provided with a same cavity inside, an infrared emitter is fixed in the cavity, a perforation is provided in the middle of the emitting block, and the perforation is arranged corresponding to the light source emitting end of the infrared emitter.

[0016] The present invention provides an optional method, wherein the temporary support mechanism includes an arc block, a mounting block is slidably mounted on the top surface of the arc block, a hinge seat is fixedly connected to the top surface of the mounting block, a connecting rod is hinged on the hinge seat, an end of the connecting rod away from the hinge seat is fixedly connected to a fixed end of a mechanical jack, a movable end of the mechanical jack is hinged to a clamping block via a ball hinge, and the clamping block is fitted and clamped on the inner side of the clamping sleeve.

[0017] In an optional manner provided by the present invention, a slide rail is provided on the clamping sleeve, a stop block is fixedly connected to the bottom of one side of the clamping sleeve where the slide rail is provided, and the stop block is used to limit the clamping block.

[0018] In an optional manner provided by the present invention, a curved rail is provided on the top surface of the curved block, and the mounting block is slidably connected to the inner side of the curved rail.

[0019] In an optional manner provided by the present invention, a plurality of universal wheels are installed on the bottom surface of the arc block.

[0020] Compared with the prior art, the present invention has the following advantages and technical effects:

[0021] The present invention uses an infrared monitoring mechanism for verticality installed on the upper part of the pole tower to continuously monitor the vertical state of the pole tower using infrared monitoring technology, and can detect signs of tilt at the first time, providing a basis for taking corrective measures in a timely manner. The position of the pole tower is quickly supported and adjusted using a snap-on sleeve and a temporary support mechanism, and a pressure sensor ensures the accuracy of the deviation correction operation. The fixed ring and snap-on sleeve design make installation and maintenance simple, and multiple protection mechanisms improve safety. The temporary support mechanism is highly adaptable and suitable for various types of concrete pole towers, thereby effectively ensuring the safety and stable operation of the pole tower. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments are briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative labor:

[0023] Figure 1 It is a schematic diagram of the overall structure of the present invention;

[0024] Figure 2 It is a schematic diagram of the local structure of the present invention;

[0025] Figure 3 It is a cross-sectional view of the infrared monitoring mechanism;

[0026] Figure 4 for Figure 1 A magnified view of middle;

[0027] Figure 5 for Figure 1 Enlarged view of middle B;

[0028] Among them, 1. ground; 2. concrete pole tower; 3. vertical infrared monitoring mechanism; 4. temporary support mechanism; 5. fixing ring; 6. wind shield; 7. snap-on sleeve; 301. fixing block; 302. lifting rope; 303. infrared monitoring mechanism; 401. arc block; 402. mounting block; 403. hinge seat; 404. connecting rod; 405. mechanical jack; 406. ball hinge; 407. snap-on block; 408. stopper; 409. universal wheel; 3031. fixing shell; 3032. cavity; 3033. infrared transmitter; 3034. connecting shell; 3035. transmitting block; 3036. perforation. DETAILED DESCRIPTION

[0029] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0030] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the present invention is further described in detail below with reference to the accompanying drawings and specific embodiments.

[0031] Reference Figures 1 to 5 As shown, the present invention discloses a device for adjusting the verticality of a concrete tower and temporarily supporting the tower, comprising:

[0032] A concrete pole tower 2, wherein the concrete pole tower 2 is fixed on the ground 1;

[0033] A plurality of sag infrared monitoring mechanisms 3, which are sleeved on the upper outer side of the concrete pole tower 2 through a fixing ring 5, and are arranged at equal intervals in the circumferential direction, and are used to monitor whether the concrete pole tower 2 is tilted;

[0034] A plurality of clamping sleeves 7 fixedly connected to the outer side of the upper part of the concrete tower 2, and the plurality of clamping sleeves 7 are arranged corresponding to the sag infrared monitoring mechanism 3;

[0035] A temporary support mechanism 4, wherein the support end of the temporary support mechanism 4 is clamped with the outer side of the upper portion of the clamping sleeve 7, and the other end of the temporary support mechanism 4 is placed on the ground 1, and the temporary support mechanism 4 is used to support and adjust the offset concrete tower 2;

[0036] The pressure sensor is placed between the supporting end of the temporary supporting mechanism 4 and the clamping sleeve 7 to monitor whether the concrete tower 2 has completed the deviation correction.

[0037] The present invention uses the infrared monitoring technology to continuously monitor the vertical state of the pole tower by installing the sag infrared monitoring mechanism 3 on the upper part of the pole tower, and can detect the signs of tilt at the first time, providing a basis for taking corrective measures in time. The design of the temporary support mechanism 4 enables the device to monitor the tilt situation, quickly adjust the support length, and ensure the safe and stable operation of the line. The temporary support mechanism 4 can be quickly installed opposite each sag infrared monitoring mechanism 3, which can not only intervene to support when tilt occurs, but also improve the wind and earthquake resistance of the overall structure.

[0038] As a feasible embodiment of the present invention, the vertical infrared monitoring mechanism 3 includes a fixed block 301, which is fixedly connected to the outer wall of the fixed ring 5. The bottom surface of the fixed block 301 is fixedly connected to one end of a suspension rope 302, and the other end of the suspension rope 302 is fixedly connected to an infrared monitoring mechanism 303.

[0039] As a feasible embodiment of the present invention, a wind shield 6 is fixedly connected to the outer top wall of the fixing ring 5. The height of the wind shield 6 is greater than the sum of the heights of the fixing ring 5, the suspension rope 302 and the infrared monitoring mechanism 303, and is used to prevent the infrared monitoring mechanism 303 from swinging due to wind.

[0040] The provision of the wind shield 6 can ensure that the infrared monitoring mechanism 303 can accurately measure the verticality of the tower without being affected by wind swing, thereby ensuring the accuracy of the monitoring data.

[0041] As an achievable embodiment of the present invention, the infrared monitoring mechanism 303 includes a fixed shell 3031, the top surface of the fixed shell 3031 is fixedly connected to the suspension rope 302, the bottom surface of the fixed shell 3031 is fixedly connected to a connecting shell 3034, and the bottom surface of the connecting shell 3034 is fixedly connected to a transmitting block 3035;

[0042] The fixed shell 3031 , the connecting shell 3034 and the transmitting block 3035 have a same cavity 3032 formed inside, the infrared transmitter 3033 is fixedly connected inside the cavity 3032 , and a perforation 3036 is formed in the middle of the transmitting block 3035 , and the perforation 3036 is arranged corresponding to the light source transmitting end of the infrared transmitter 3033 .

[0043] As a feasible embodiment of the present invention, the temporary support mechanism 4 includes an arc block 401, a mounting block 402 is slidably mounted on the top surface of the arc block 401, a hinge seat 403 is fixedly connected to the top surface of the mounting block 402, a connecting rod 404 is hinged on the hinge seat 403, and the end of the connecting rod 404 away from the hinge seat 403 is fixedly connected to the fixed end of the mechanical jack 405, and the movable end of the mechanical jack 405 is hinged with a clamping block 407 through a ball hinge 406, and the clamping block 407 is clamped on the inner side of the clamping sleeve 7.

[0044] Through the sliding connection between the arc block 401 and the mounting block 402, and the design of the hinge seat 403 and the connecting rod 404, the temporary support mechanism can flexibly adjust the position and angle to better adapt to the concrete tower with different inclinations. The use of the mechanical jack 405 allows the support force to be precisely adjusted to ensure that appropriate force is applied during the correction process to avoid excessive or insufficient adjustment.

[0045] As an achievable embodiment of the present invention, a slide rail is provided on the clamping sleeve 7 , and a stopper 408 is fixedly connected to the bottom of one side of the clamping sleeve 7 where the slide rail is provided, and the stopper 408 is used to limit the clamping block 407 .

[0046] The clamping block 407 is connected to the mechanical jack 405 through a ball hinge 406, which increases the stability of the structure. The design of the slide rail and the stopper 408 on the clamping sleeve 7 further ensures the positioning and limiting of the clamping block 407 to prevent it from shifting during operation.

[0047] As a feasible embodiment of the present invention, a curved rail is provided on the top surface of the curved block 401, and the mounting block 402 is slidably connected to the inner side of the curved rail.

[0048] As a feasible embodiment of the present invention, a plurality of universal wheels 409 are installed on the bottom surface of the arc block 401 .

[0049] The universal wheels 409 installed on the bottom surface of the arc-shaped block 401 make the entire temporary support mechanism 4 easy to move and position, thereby improving the convenience and efficiency of on-site operations.

[0050] The working principle of the present invention is as follows: when the concrete pole tower 2 is not offset, the suspension rope 302 and the infrared monitoring mechanism 303 are in a vertical state and are coaxially arranged with the concrete pole tower 2. At this time, the infrared rays emitted by the infrared monitoring mechanism 303 are directly emitted into the ground 1, i.e., the soil). When the concrete pole tower 2 is offset, the gravity of the infrared monitoring mechanism 303 will ensure that the suspension rope 302 is always in a vertical state. At this time, the infrared rays emitted by several infrared monitoring mechanisms 303 will pass through the concrete pole tower 2. Compared with the soil, the reflectivity of concrete in the infrared band is higher. Higher, so the deviation of the concrete tower 2 can be accurately monitored and the data can be fed back to the controller. At this time, the staff can push the temporary support mechanism 4 to the side where the concrete tower 2 is tilted, and adjust the angle to snap the clamping block 407 on the mechanical jack 405 into the inner side of the clamping sleeve 7. Due to the presence of the pressure sensor, the pressure sensor can monitor whether the concrete tower 2 is vertical together with the infrared monitoring mechanism 303, and then turn on the mechanical jack 405 to correct the deviation of the concrete tower 2 until the concrete tower 2 is in a vertical state, and then remove the temporary support mechanism 4 and push it away.

[0051] In the description of the present invention, it should be understood that the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside" and "outside" etc., indicating orientations or positional relationships, are based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.

[0052] The embodiments described above are only descriptions of the preferred modes of the present invention, and are not intended to limit the scope of the present invention. Without departing from the design spirit of the present invention, various modifications and improvements made to the technical solutions of the present invention by ordinary technicians in this field should all fall within the protection scope determined by the claims of the present invention.

Claims

1. A device for adjusting the verticality of a concrete tower and temporarily supporting it, characterized in that: include: A concrete pole tower (2), wherein the concrete pole tower (2) is fixed on the ground (1); A plurality of sag infrared monitoring mechanisms (3), wherein the plurality of sag infrared monitoring mechanisms (3) are sleeved on the outer side of the upper part of the concrete pole tower (2) via a fixing ring (5), and the plurality of sag infrared monitoring mechanisms (3) are arranged at equal intervals in the circumferential direction, and the sag infrared monitoring mechanisms (3) are used to monitor whether the concrete pole tower (2) is tilted; A plurality of clamping sleeves (7) fixedly connected to the outer side of the upper part of the concrete pole tower (2), wherein the plurality of clamping sleeves (7) are arranged corresponding to the sag infrared monitoring mechanism (3); A temporary support mechanism (4), wherein the support end of the temporary support mechanism (4) is clamped to the outer side of the upper portion of the clamping sleeve (7), and the other end of the temporary support mechanism (4) is placed on the ground (1). The temporary support mechanism (4) is used to support and adjust the concrete pole tower (2) that has deviated; A pressure sensor is placed between the supporting end of the temporary supporting mechanism (4) and the clamping sleeve (7) and is used to monitor whether the concrete pole tower (2) has completed deviation correction.

2. A device for adjusting the verticality of a concrete tower and temporarily supporting it according to claim 1, characterized in that: The vertical infrared monitoring mechanism (3) comprises a fixed block (301), the fixed block (301) is fixedly connected to the outer wall of the fixed ring (5), one end of a suspension rope (302) is fixedly connected to the bottom surface of the fixed block (301), and the other end of the suspension rope (302) is fixedly connected to the infrared monitoring mechanism (303).

3. A device for adjusting the verticality of a concrete tower and temporarily supporting it according to claim 2, characterized in that: A wind shield (6) is fixedly connected to the outer top wall of the fixing ring (5), and the height of the wind shield (6) is greater than the sum of the heights of the fixing ring (5), the suspension rope (302), and the infrared monitoring mechanism (303), and is used to prevent the infrared monitoring mechanism (303) from swinging due to wind.

4. A device for adjusting the verticality of a concrete tower and temporarily supporting it according to claim 2, characterized in that: The infrared monitoring mechanism (303) comprises a fixed shell (3031), the top surface of the fixed shell (3031) is fixedly connected to the suspension rope (302), the bottom surface of the fixed shell (3031) is fixedly connected to a connecting shell (3034), and the bottom surface of the connecting shell (3034) is fixedly connected to a transmitting block (3035); The fixed shell (3031), the connecting shell (3034) and the transmitting block (3035) are provided with a same cavity (3032), an infrared transmitter (3033) is fixedly connected in the cavity (3032), a perforation (3036) is provided in the middle of the transmitting block (3035), and the perforation (3036) is arranged corresponding to the light source transmitting end of the infrared transmitter (3033).

5. The device for adjusting the verticality of a concrete tower and temporarily supporting it according to claim 1, characterized in that: The temporary support mechanism (4) comprises an arc block (401), a mounting block (402) is slidably mounted on the top surface of the arc block (401), a hinge seat (403) is fixedly connected to the top surface of the mounting block (402), a connecting rod (404) is hingedly connected to the hinge seat (403), an end of the connecting rod (404) away from the hinge seat (403) is fixedly connected to the fixed end of a mechanical jack (405), and a movable end of the mechanical jack (405) is hingedly connected to a clamping block (407) via a ball hinge (406), and the clamping block (407) is clamped on the inner side of the clamping sleeve (7).

6. A device for adjusting the verticality of a concrete tower and temporarily supporting it according to claim 5, characterized in that: A slide rail is provided on the clamping sleeve (7), and a stopper (408) is fixedly connected to the bottom of one side of the clamping sleeve (7) where the slide rail is provided, and the stopper (408) is used to limit the position of the clamping block (407).

7. A device for adjusting the verticality of a concrete tower and temporarily supporting it according to claim 5, characterized in that: An arc-shaped rail is provided on the top surface of the arc-shaped block (401), and the mounting block (402) is slidably connected to the inner side of the arc-shaped rail.

8. The device for adjusting the verticality of a concrete tower and temporarily supporting it according to claim 5, characterized in that: A plurality of universal wheels (409) are installed on the bottom surface of the arc-shaped block (401).

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