A device and method for detecting verticality of high bridge piers

Abstract

The invention relates to the technical field of verticality measurement of high bridge piers, and specifically to a device and method for detecting verticality of high bridge piers, comprising the following steps: Step 1: two centering brackets are fixed at positions on a vertical side pedestal of a pier, and a high-precision laser plumb is set up to project an upward plumb line visible light. The device and method for detecting verticality of high bridge piers adjust the pier top bracket to determine the laser receiving center on the bracket; then an automatic collimating total station is set up to aim at a prism on the pier top, the vertical pier height is measured, the pier top elevation is calculated, the position of a slope-changing template is deduced, and the slope-changing template is adjusted to a suitable position according to a positioning wire; the vertical prism arranged on the pier top bracket can be checked with a total station for plane coordinates and elevation. The invention has a sophisticated design, simple and intuitive installation and operation, can be operated by one person on the pedestal, and can be used for precise positioning, verticality control and vertical height guidance of high piers or tall buildings.

Description

Technical Field

[0001] The invention relates to the technical field of verticality measurement of high bridge piers, and in particular to a device and a method for detecting verticality of high bridge piers. Background Art

[0002] At present, highway and railway bridges span deep trenches, valleys, and large rivers. More and more bridge piers or towers are generally high, with larger spans. High piers (towers) often exceed 100 meters, or even reach more than 200 meters. Accurate control of the position of bridge piers has always been a difficult point. In addition to temperature deformation and sunlight deformation, the deformation of the bridge piers themselves is relatively large. Using traditional total stations to adjust the template, control the verticality, and measure the height of the template in trigonometric height measurement, first, it is difficult to select the rear view point of the mirror point; second, the bridge pier is too high, the elevation angle is too large, and the measurement accuracy cannot meet the requirements. The bridge piers are often offset and the verticality exceeds the limit; third, it consumes a lot of measuring instruments and personnel, and the cost is high. Summary of the invention

[0003] The object of the present invention is to provide a device and method for detecting the verticality of a high bridge pier, so as to solve the problems raised in the above-mentioned background technology.

[0004] To achieve the above object, the present invention provides the following technical solution: a method for detecting the verticality of a high bridge pier, comprising the following steps:

[0005] Step 1: Place two centering brackets at fixed positions on the vertical side cap of the pier, set up a high-precision laser plumb line to project a visible light upward, and adjust the pier top bracket to determine the laser receiving center on the bracket;

[0006] Step 2: Set up the automatic collimation total station to aim at the prism on the top of the pier, measure the vertical pier height, calculate the elevation of the pier top, deduce the position of the slope-changing template, and adjust the slope-changing template to the appropriate position according to the positioning line. The vertical prism placed on the pier top bracket can be checked for plane coordinates and elevation using the total station.

[0007] The centering bracket is fixed with two long level bubbles, and the lower leveling device can level the top surface of the bracket, and can be firmly fixed with expansion bolts after being adjusted to a fixed position;

[0008] A laser plumb line, total station, prism rod or elevation rod can be placed on the centering bracket to measure the plane coordinates and elevation of the fixed position of the centering plate.

[0009] Among them, the pier top bracket is placed in a fixed position on the slope changing template. The slope changing template is adjusted so that the center position of the laser receiving target coincides with the position of the centering bracket on the pedestal, and the vertical leveler can be rotated at four angles to check the deviation.

[0010] A device for detecting the verticality of a high bridge pier and a method for detecting the verticality of a high bridge pier. A measuring mechanism is detachably installed on the outside of the pier top bracket and located on the pier top. The measuring mechanism is used to detect the temperature and wind force at the pier when detecting a laser plumb line instrument and a total station. An alarm is installed on the centering bracket, and the alarm is electrically connected to the measuring mechanism.

[0011] The measuring mechanism includes a side plate, a telescopic connection, a support shaft, a winding sleeve, a locking mechanism, a rotating member, a connecting rope, a gravity ball and a measuring member. Two side plates are provided, and the bottoms of the two side plates are detachably mounted on the pier top through the telescopic connection.

[0012] The two ends of the support shaft are rotatably connected to the two side plates through bearings, the winding sleeve is fixedly sleeved on the outside of the support shaft, the locking mechanism and the rotating member are respectively located at the two ends of the support shaft, and the locking mechanism is located at one of the side plates, and the locking mechanism is used to lock the winding sleeve;

[0013] One end of the connecting rope is fixedly connected to the winding sleeve, and the other end of the connecting rope is fixedly connected to the gravity ball;

[0014] There are multiple measuring pieces, and the multiple measuring pieces are evenly distributed on the connecting rope. Through the measuring mechanism, the wind force and temperature at the pier can be detected.

[0015] Wherein, the telescopic connection comprises a connection plate, a connection shell, a connection ear, a fixing bolt and a locking bolt, the side plate is fixedly mounted on the top of the connection plate, one end of the connection plate is slidably connected inside the connection shell, the locking bolt is rotatably connected to the connection shell, and the locking bolt is used to lock the connection plate;

[0016] There are two connecting ears, which are fixedly mounted on both sides of the connecting shell. There are multiple fixing bolts. The connecting ears are provided with connecting holes at positions corresponding to the fixing bolts, and the connecting ears are detachably mounted on the pier top through the fixing bolts. The telescopic connecting piece is provided to connect the two side panels.

[0017] Wherein, a reinforcing rod is installed on the outer side of the connecting plate, and the reinforcing rod is fixedly connected to the side plate. The reinforcing rod is provided to improve the connection strength between the side plate and the connecting plate.

[0018] The locking mechanism includes a locking ring, a locking screw, a handle and a threaded sleeve, wherein a through hole is provided on one side plate at a position corresponding to the locking screw, and the locking screw passes through the through hole, a side of the locking screw close to the winding sleeve is rotatably connected to the locking ring, and the locking ring is slidably sleeved on the outside of the support shaft, and a locking groove is provided on a side of the winding sleeve corresponding to the locking ring;

[0019] The threaded sleeve is located outside the through hole and fixedly mounted on the side plate, and the locking screw is threadedly connected to the threaded sleeve. Through the provided locking mechanism, the winding sleeve is fixed relative to the side plate.

[0020] The measuring device includes a support tube, a limiting ring, a support block, an air guide mechanism, a proximity sensor, a timer and a temperature sensor. The support tube is fixedly sleeved on the outside of the connecting rope. Two limiting rings are provided. The two limiting rings are fixedly mounted on both ends of the support tube respectively.

[0021] The support block is rotatably sleeved on the outside of the support tube, the support block is provided with a plurality of inclined surfaces, the air guide mechanism is provided with a plurality of air guide mechanisms, and the plurality of air guide mechanisms are respectively mounted on the inclined surfaces, the bottom of the support block is provided with a groove, and the groove is located on the outside of the support tube;

[0022] The proximity sensor is fixedly mounted on the support tube and located inside the groove, and a proximity block is mounted on the support block and located at the groove;

[0023] The proximity sensor is electrically connected to a controller, and the controller is electrically connected to a timer, and the controller is electrically connected to an alarm component. The temperature sensor is fixedly mounted on the support tube and located inside the groove, thereby achieving accurate detection of the pier body at multiple positions.

[0024] Among them, the air guide mechanism includes an arc plate and an arc sheet, and there are multiple arc sheets. One side of the multiple arc sheets is fixedly installed on the inclined plane at equal distances, and the lengths of the multiple arc sheets are different. The other side of the multiple arc sheets is fixedly connected to the arc plate, and the two ends of the arc plate are fixedly connected to the inclined plane.

[0025] The present invention has at least the following beneficial effects:

[0026] 1. The present invention uses a high-precision laser plumb line to project an upward plumb line visible light, adjusts the pier top bracket to determine the laser receiving center on the bracket; then sets up an automatic collimator to aim at the pier top prism, measures the vertical pier height, calculates the pier top elevation, and infers the position of the variable slope template, and adjusts the variable slope template to a suitable position according to the positioning wire; the vertical prism placed on the pier top bracket can be checked with the total station for plane coordinates and elevation. The present invention has a sophisticated design, simple and intuitive installation and operation, and can be operated by one person on the platform, and can be used for precise positioning, verticality control and vertical height guidance of high piers or tall buildings;

[0027] 2. When the present invention is in use, the measuring mechanism is provided, so that when the laser plumb line and the total station are used for detection, the temperature and wind force at multiple heights of the bridge pier can be accurately detected, so that the laser plumb line and the total station can be detected within the set temperature and wind force range, thereby improving the accuracy of the verticality detection of the high piers of the bridge, and avoiding detection when the pier body swings back and forth due to the influence of temperature and wind force. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Figure 1 It is a schematic diagram of the state of the laser plummet or total station of the present invention;

[0029] Figure 2 It is a state schematic diagram of the total station of the present invention;

[0030] Figure 3 It is a schematic diagram of the structure of the measuring mechanism of the present invention;

[0031] Figure 4 This is a schematic diagram of the gravity ball structure of the present invention;

[0032] Figure 5 This is a schematic diagram of the connecting shell structure of the present invention;

[0033] Figure 6 It is a schematic diagram of the locking ring structure of the present invention;

[0034] Figure 7 It is a schematic diagram of the winding sleeve structure of the present invention;

[0035] Figure 8 This is a schematic diagram of the structure of the curved plate of the present invention;

[0036] Fig. 9 This is a schematic diagram of the internal structure of the curved plate of the present invention;

[0037] Fig.10 It is a schematic diagram of the inclined surface structure of the present invention;

[0038] Fig.11 It is a schematic diagram of the cross-sectional structure of the support block of the present invention;

[0039] Fig.12 For the present invention Fig.11 A schematic diagram of the enlarged structure of the middle A area;

[0040] Fig.13 It is a schematic diagram of the electrical connection structure of the present invention.

[0041] In the figure: 1, centering bracket; 2, pier top bracket; 3, measuring mechanism; 31, side plate; 32, telescopic connector; 321, connecting plate; 322, connecting shell; 323, connecting ear; 324, fixing bolt; 325, locking bolt; 326, reinforcing rod; 33, supporting shaft; 34, winding sleeve; 341, locking groove; 35, locking mechanism; 351, locking ring; 352, locking screw; 353, handle; 354, threaded sleeve; 3 6. Rotating part; 361. Rotating plate; 362. Contact handle; 37. Connecting rope; 38. Gravity ball; 4. Alarm part; 41. Buzzer; 5. Measuring part; 51. Support tube; 52. Limiting ring; 53. Support block; 531. Inclined surface; 532. Groove; 54. Air guide mechanism; 541. Arc plate; 542. Arc sheet; 55. Proximity sensor; 56. Counter; 57. Temperature sensor; 58. Proximity block; 59. Controller. DETAILED DESCRIPTION

[0042] 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.

[0043] Embodiment 1

[0044] See also Figures 1 to 3 A method for detecting the verticality of a high bridge pier comprises the following steps:

[0045] Step 1: Two centering brackets 1 are fixed at positions on the vertical side caps of the bridge pier, a high-precision laser plumb line is set up to project an upward plumb line visible light, and the pier top bracket 2 is adjusted to determine the laser receiving center on the bracket;

[0046] Step 2: Set up an automatic collimator total station to aim at the pier top prism, measure the vertical pier height, calculate the pier top elevation, deduce the position of the slope change template, adjust the slope change template to the appropriate position according to the positioning line, and the vertical prism placed on the pier top bracket 2 can be checked with the total station for plane coordinates and elevation.

[0047] Two long level bubbles are fixed on the centering bracket 1. The lower leveling device can level the top surface of the bracket. When it is adjusted to a fixed position, it can be fixed firmly with expansion bolts.

[0048] The centering bracket 1 can be equipped with a laser plumb line, a total station, a prism rod or an elevation rod to measure the plane coordinates and elevation of the fixed position of the centering plate. The laser plumb line has a vertical measurement standard deviation of ≤1 / 45000 for one round upward, a long level angle of 20" / 20m, an effective laser range of ≥200m during the day and ≥300m at night; the laser spot is ≤3mm / 50m;

[0049] When measuring height with a precision total station, remove the handle, measure the air pressure and temperature at the instrument and the pier top, and take the average value and input it into the instrument.

[0050] The pier top bracket 2 is placed in a fixed position on the slope changing template. The slope changing template is adjusted so that the center position of the laser receiving target coincides with the position of the centering bracket 1 on the pedestal, and the vertical collimator can be rotated at four angles to check the deviation.

[0051] Specific measurement methods and implementation methods:

[0052] 1. Control standards

[0053] There is no clear stipulation on the construction control standard of super-high piers in the existing construction specifications. Refer to the acceptance allowable deviation standard of main towers of cable-stayed bridges and suspension bridges: cross-sectional dimension ±20mm, inclination 1 / 3000 of the pier height and no more than 30mm.

[0054] 2. Use laser plumb line to measure the position of the cross section plane

[0055] (1) Introduction to laser plumb line: DZJ30 laser plumb line produced by Suzhou Yiguang Co., Ltd., main technical parameters: standard deviation of upward plumb line measurement 1 / 45000; effective laser range ≥100m during the day, ≥250m at night; equipped with a wooden tripod, manual leveling, and laser beam downward alignment.

[0056] (2) Setting the center point of the laser plumb line

[0057] The cap of Pier No. 6 of Pengyuangou Bridge is located 50cm outward from the axis along the pier body, and 8 points are set at the four corners of each hollow pier along the longitudinal and transverse directions away from the pier body (the coordinates of the 8 control points are calculated according to the design coordinates of the line center, and the stakeout is conducted after multiple levels of review). The laser plumb line is placed on the axis of the control point, and the downward laser beam button is activated to make the position of the laser plumb line level with the center of the stakeout control point, and fixed with expansion screws.

[0058] (3) Cut a 20×20 square hole (grid laser target size is 20×20 cm) at the corresponding position on the pedestrian walkway on the top surface of the pier, and install the laser target on this hole. Install the angle bracket on the centering bracket 1, install the laser plumb line, turn on the button to launch the laser beam upward, roughly center and roughly level, center and accurately level the laser plumb line again. Turn off the downward launch button, turn on the upward launch button, adjust the focal length of the objective lens, so that the laser beam forms a light spot with a diameter of 1 mm on the target, mark the center of the light spot on the upper surface of the target, and rotate the laser plumb line horizontally at will to see whether the center deviation of the light spot exceeds 1 mm multiple times. If it exceeds, readjust the plumb line until the center deviation of the light spot does not exceed 1 mm multiple times. At this time, the vertical line of the laser beam is the vertical direction line of the control point.

[0059] (4) Use a total station in conjunction with the vertical prism on the pier top bracket 2 to measure the height of the bridge pier. The verticality angle = arctan (height difference / reference distance) is measured based on the height difference of the bridge piers between multiple total stations.

[0060] See also Figures 3 to 13 A measuring mechanism 3 is detachably installed on the outside of the pier top bracket 2 and located on the pier top. The measuring mechanism 3 is used to detect the temperature and wind force at the pier when detecting the laser plumb line and the total station. An alarm component 4 is installed on the centering bracket 1. The alarm component 4 is electrically connected to the measuring mechanism 3. The alarm component 4 includes a buzzer 41. The buzzer 41 is fixedly installed on the centering bracket 1, and the buzzer 41 is electrically connected to the controller 59.

[0061] The measuring mechanism 3 includes a side plate 31, a telescopic connection member 32, a support shaft 33, a winding sleeve 34, a locking mechanism 35, a rotating member 36, a connecting rope 37, a gravity ball 38 and a measuring member 5. Two side plates 31 are provided, and the bottoms of the two side plates 31 are detachably mounted on the pier top through the telescopic connection member 32;

[0062] Specifically: when installing the measuring mechanism 3, the connecting shell 322 is installed according to the position of the pier top, that is, when installing the connecting shell 322, the two side plates 31 can be extended to the outside of the pier top, so as not to affect the wind force and temperature detection of the measuring component 5, and during installation, the relative position between the connecting plate 321 and the connecting shell 322 can be adjusted, and then, by tightening the locking bolt 325, the support length of the connecting plate 321 and the connecting shell 322 can be adjusted, and then the connecting shell 322 can be stably fixed on the pier top by the fixing bolt 324.

[0063] See also Figure 6 to Figure 7The two ends of the support shaft 33 are rotatably connected to the two side plates 31 through bearings, and the winding sleeve 34 is fixedly sleeved on the outside of the support shaft 33. In this embodiment, the winding sleeve 34 is in an I shape, and its two ends can play a role in limiting the connection rope 37 and the measuring member 5. The locking mechanism 35 and the rotating member 36 are respectively located at the two ends of the support shaft 33, and the locking mechanism 35 is located at one of the side plates 31. The locking mechanism 35 is used to lock the winding sleeve 34;

[0064] One end of the connecting rope 37 is fixedly connected to the winding sleeve 34, and the other end of the connecting rope 37 is fixedly connected to the gravity ball 38;

[0065] There are multiple measuring pieces 5 , and the multiple measuring pieces 5 are distributed on the connecting rope 37 at equal distances.

[0066] See also Figure 5 to Figure 6 The telescopic connecting member 32 includes a connecting plate 321, a connecting shell 322, a connecting ear 323, a fixing bolt 324 and a locking bolt 325. The side plate 31 is fixedly mounted on the top of the connecting plate 321. One end of the connecting plate 321 is slidably connected to the inside of the connecting shell 322. The locking bolt 325 is rotatably connected to the connecting shell 322, and the locking bolt 325 is used to lock the connecting plate 321.

[0067] There are two connecting ears 323, which are fixedly installed on both sides of the connecting shell 322. There are multiple fixing bolts 324. The connecting ears 323 are provided with connecting holes at positions corresponding to the fixing bolts 324, and the connecting ears 323 are detachably installed on the pier top through the fixing bolts 324. A reinforcing rod 326 is installed on the outside of the connecting plate 321, and the reinforcing rod 326 is fixedly connected to the side plate 31.

[0068] See also Figure 5 to Figure 6 The locking mechanism 35 includes a locking ring 351, a locking screw 352, a handle 353 and a threaded sleeve 354, wherein a through hole is provided at a position corresponding to the locking screw 352 on one of the side plates 31, and the locking screw 352 passes through the through hole, and a side of the locking screw 352 close to the winding sleeve 34 is rotatably connected to the locking ring 351, and the locking ring 351 is slidably sleeved on the outside of the support shaft 33, and a locking groove 341 is provided on a side of the winding sleeve 34 corresponding to the locking ring 351;

[0069] The threaded sleeve 354 is located outside the through hole and fixedly mounted on the side plate 31 , and the locking screw 352 is threadedly connected to the threaded sleeve 354 .

[0070] Specifically, when the connecting rope 37 is lowered to the outside of the bridge pier by the gravity ball 38, and under the connecting action of the gravity ball 38, the connecting rope 37 is relatively stably distributed on the outside of the bridge pier, then, by rotating the handle 353, the locking screw 352 is rotated relative to the side plate 31, and when the locking screw 352 rotates, the locking ring 351 is limited by the support shaft 33, and then the locking ring 351 moves along the winding sleeve 34 until the locking screw 352 is locked. One side of the ring 351 abuts against the locking groove 341 on one side of the winding sleeve 34, so that the locking ring 351 can lock and fix the winding sleeve 34 to prevent the winding sleeve 34 from rotating relative to each other. At the same time, when the winding sleeve 34 winds up the connecting rope 37 and the measuring piece 5, the locking ring 351 abuts against the locking groove 341, so that the winding sleeve 34 can be fixed relative to the side plate 31, thereby achieving the function of storing the connecting rope 37.

[0071] See also Figure 11 to Figure 12 The measuring member 5 includes a support tube 51, a limiting ring 52, a support block 53, an air guide mechanism 54, a proximity sensor 55, a counter 56 and a temperature sensor 57. The support tube 51 is fixedly sleeved on the outside of the connecting rope 37. Two limiting rings 52 are provided. The two limiting rings 52 are fixedly mounted on both ends of the support tube 51 respectively.

[0072] The support block 53 is rotatably sleeved on the outside of the support tube 51. The support block 53 is provided with a plurality of inclined surfaces 531. In this embodiment, the support block 53 is a conical pile, and three inclined surfaces 531 are provided. The three inclined surfaces 531 are arranged around the support block 53. A plurality of air guide mechanisms 54 are provided. The plurality of air guide mechanisms 54 are respectively installed on the inclined surfaces 531. A groove 532 is provided at the bottom of the support block 53. The groove 532 is located on the outside of the support tube 51.

[0073] The proximity sensor 55 is fixedly mounted on the support tube 51 and is located inside the groove 532 , and a proximity block 58 is mounted on the support block 53 and located at the groove 532 ;

[0074] See also Fig.13 The proximity sensor 55 is electrically connected to the controller 59 , and the controller 59 is electrically connected to the counter 56 , and the controller 59 is electrically connected to the alarm element 4 . The temperature sensor 57 is fixedly mounted on the support tube 51 and is located inside the groove 532 .

[0075] The air guide mechanism 54 includes an arc plate 541 and an arc piece 542. There are multiple arc pieces 542. One side of the multiple arc pieces 542 is fixedly installed on the inclined surface 531 at equal distances, and the multiple arc pieces 542 have different lengths. The other side of the multiple arc pieces 542 is fixedly connected to the arc plate 541, and both ends of the arc plate 541 are fixedly connected to the inclined surface 531. In this embodiment, the multiple arc plates 541 form a spherical shape, so that the multiple air guide mechanisms 54 can be stored conveniently through the connecting rope 37, which is convenient for measurement and use.

[0076] Specific implementation process: In order to prevent the bridge pier from swinging due to the influence of temperature and wind force during the verticality detection of the high pier of the bridge, thereby affecting the detection of the laser vertical leveler and the total station, a plurality of measuring pieces 5 are placed on the outside of the pier through the gravity ball 38, and since the air guide mechanism 54 is composed of a plurality of arc pieces 542 and an arc plate 541, when the wind force is detected, the airflow in different directions enters the irregular space formed between the arc plate 541 and the inclined surface 531 along the arc piece 542, and is affected by the wind force. The arc plate 541 causes the conical support block 53 to rotate relative to the support tube 51 through the arc piece 542. At this time, the support block 53 and the plurality of arc pieces 542 outside it rotate relative to the support tube 51. The support block 53 rotates synchronously with respect to the support tube 51. When the support block 53 rotates, the proximity block 58 at the inner groove 532 thereof rotates relative to the proximity sensor 55 on the support tube 51. The proximity sensor 55 sends a value to the controller 59. The controller 59 sends a signal to the counter 56. The controller 59 determines the rotation speed of the support block 53 according to the signal sent by the counter 56 within a certain period of time. When the rotation speed is high, the wind force is high. At this time, the buzzer 41 warns. At this time, the signal errors detected by the laser vertical collimator and the total station are large. Similarly, when the temperature is low or high, the buzzer 41 warns. At this time, the signal errors detected by the laser vertical collimator and the total station are large.

[0077] Only when the rotation speed of the multiple support blocks 53 is slow and the signal value detected by the temperature sensor 57 is within the set range, the laser plumb line and the total station can be used to detect the verticality of the bridge pier.

[0078] Embodiment 2

[0079] See also Figure 6 , Embodiment 2 is a further supplementary description of the rotating member 36 in Embodiment 1, specifically: the rotating member 36 includes a rotating plate 361 and a contact handle 362, one end of the rotating plate 361 is fixedly connected to one end of the support shaft 33, and one end of the contact handle 362 is fixedly connected to the rotating plate 361;

[0080] In this embodiment, a plurality of anti-slip grooves are provided on the outer side of the contact handle 362, so that when the support shaft 33 is rotated, the contact handle 362 is rotated, and the contact handle 362 drives the support shaft 33 to rotate through the rotating plate 361, and when the support shaft 33 rotates, it further drives the winding sleeve 34 to rotate.

[0081] It should be noted that, in this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device.

[0082] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A device for detecting the verticality of a high bridge pier, characterized in that: The bridge high pier verticality detection device can realize the bridge high pier verticality detection method, including the following steps: Step 1: two centering brackets (1) are fixed at positions on the vertical side caps of the bridge pier, a high-precision laser plumb line is set up to project a visible light of a vertical line upward, and the pier top bracket (2) is adjusted to determine the laser receiving center on the bracket; Step 2: Set up an automatic collimating total station to aim at the prism on the top of the pier, measure the vertical pier height, calculate the elevation of the pier top, deduce the position of the variable slope template, adjust the variable slope template to a suitable position according to the positioning line, and use the total station to check the plane coordinates and elevation of the vertical prism installed on the pier top bracket (2); A measuring mechanism (3) is detachably mounted on the outside of the pier top bracket (2) and located on the pier top. The measuring mechanism (3) is used to detect the temperature and wind force at the pier when testing the laser plummet and the total station. An alarm component (4) is mounted on the centering bracket (1). The alarm component (4) is electrically connected to the measuring mechanism (3). The measuring mechanism (3) comprises a side plate (31), a telescopic connecting member (32), a supporting shaft (33), a winding sleeve (34), a locking mechanism (35), a rotating member (36), a connecting rope (37), a gravity ball (38) and a measuring member (5), wherein two side plates (31) are provided, and the bottoms of the two side plates (31) are detachably mounted on the pier top via the telescopic connecting member (32); The two ends of the support shaft (33) are rotatably connected to the two side plates (31) via bearings, the winding sleeve (34) is fixedly sleeved on the outside of the support shaft (33), the locking mechanism (35) and the rotating member (36) are respectively located at the two ends of the support shaft (33), and the locking mechanism (35) is located at one of the side plates (31), and the locking mechanism (35) is used to lock the winding sleeve (34); One end of the connecting rope (37) is fixedly connected to the winding sleeve (34), and the other end of the connecting rope (37) is fixedly connected to the gravity ball (38); A plurality of the measuring pieces (5) are provided, and the plurality of the measuring pieces (5) are distributed on the connecting rope (37) at equal distances.

2. A bridge high pier verticality detection device according to claim 1, characterized in that: The centering bracket (1) is fixed with two long level bubbles, and the lower leveling device can level the top surface of the bracket, and can be firmly fixed with expansion bolts after being adjusted to a fixed position; A laser plumb line, a total station, a prism rod or an elevation rod is arranged on the centering bracket (1) to measure the plane coordinates and elevation of the fixed position of the centering plate.

3. A bridge high pier verticality detection device according to claim 1, characterized in that: The pier top bracket (2) is placed in a fixed position on the slope changing template, and the slope changing template is adjusted so that the center position of the laser receiving target coincides with the position of the centering bracket (1) on the pedestal, and the deviation can be checked by rotating the plumb line at four angles.

4. A bridge high pier verticality detection device according to claim 1, characterized in that: The telescopic connecting member (32) comprises a connecting plate (321), a connecting shell (322), a connecting ear (323), a fixing bolt (324) and a locking bolt (325); the side plate (31) is fixedly mounted on the top of the connecting plate (321); one end of the connecting plate (321) is slidably connected to the inside of the connecting shell (322); the locking bolt (325) is rotatably connected to the connecting shell (322); and the locking bolt (325) is used to lock the connecting plate (321); Two connecting ears (323) are provided, and the two connecting ears (323) are fixedly mounted on both sides of the connecting shell (322). A plurality of fixing bolts (324) are provided, and connecting holes are provided on the connecting ears (323) at positions corresponding to the fixing bolts (324). The connecting ears (323) are detachably mounted on the pier top via the fixing bolts (324).

5. A bridge high pier verticality detection device according to claim 4, characterized in that: A reinforcing rod (326) is installed on the outer side of the connecting plate (321), and the reinforcing rod (326) is fixedly connected to the side plate (31).

6. The device for detecting verticality of a high bridge pier according to claim 1, characterized in that: The locking mechanism (35) comprises a locking ring (351), a locking screw (352), a handle (353) and a threaded sleeve (354), wherein a through hole is provided on one of the side plates (31) at a position corresponding to the locking screw (352), and the locking screw (352) passes through the through hole, a side of the locking screw (352) close to the winding sleeve (34) is rotatably connected to the locking ring (351), and the locking ring (351) is slidably sleeved on the outside of the support shaft (33), and a locking groove (341) is provided on a side of the winding sleeve (34) corresponding to the locking ring (351); The threaded sleeve (354) is located outside the through hole and is fixedly mounted on the side plate (31), and the locking screw (352) is threadedly connected to the threaded sleeve (354).

7. The device for detecting verticality of a high bridge pier according to claim 1, characterized in that: The measuring element (5) comprises a support tube (51), a limiting ring (52), a support block (53), an air guide mechanism (54), a proximity sensor (55), a counter (56) and a temperature sensor (57); the support tube (51) is fixedly sleeved on the outside of the connecting rope (37); two limiting rings (52) are provided, and the two limiting rings (52) are respectively fixedly mounted on two ends of the support tube (51); The support block (53) is rotatably sleeved on the outside of the support tube (51); a plurality of inclined surfaces (531) are provided on the support block (53); a plurality of air guide mechanisms (54) are provided; the plurality of air guide mechanisms (54) are respectively mounted on the inclined surfaces (531); a groove (532) is provided at the bottom of the support block (53); the groove (532) is located on the outside of the support tube (51); The proximity sensor (55) is fixedly mounted on the support tube (51) and is located inside the groove (532); a proximity block (58) is mounted on the support block (53) and is located at the groove (532); The proximity sensor (55) is electrically connected to a controller (59), and the controller (59) is electrically connected to a counter (56). The controller (59) is electrically connected to an alarm component (4). The temperature sensor (57) is fixedly mounted on the support tube (51) and is located inside the groove (532).

8. A device for detecting verticality of a high bridge pier according to claim 7, characterized in that: The air guide mechanism (54) comprises an arc-shaped plate (541) and an arc-shaped sheet (542), wherein a plurality of the arc-shaped sheets (542) are provided, one side of the plurality of the arc-shaped sheets (542) is fixedly mounted on the inclined surface (531) at equal distances, and the plurality of the arc-shaped sheets (542) have different lengths, the other sides of the plurality of the arc-shaped sheets (542) are fixedly connected to the arc-shaped plate (541), and both ends of the arc-shaped plate (541) are fixedly connected to the inclined surface (531).

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