Laser collimation elevator guide rail verticality and gauge rapid measurement device and use method thereof

Abstract

The invention discloses a laser-collimation elevator guide rail verticality and gauge rapid measurement device and a use method thereof. According to the invention, a first magnetic fixing plate and a second magnetic fixing plate are respectively arranged on two elevator guide rails; a collimation laser and a first four-quadrant detector are arranged on the first magnetic attraction fixing plate, a second four-quadrant detector is arranged on the second magnetic attraction fixing plate, a combined beam splitter prism is arranged on one guide rail moving unit, and a rectangular prism is arranged on the other guide rail moving unit; the collimating laser is used for emitting a collimated light beam to the combined beam splitter prism, the combined beam splitter prism is used for dividing the collimated light beam into a first collimated light beam and a second collimated light beam, and the first four-quadrant detector is used for receiving the first collimated light beam; the right-angle prism is used for deflecting the second collimated light beam, and the second four-quadrant detector is used for receiving the second collimated light beam deflected by the right-angle prism.

Description

Technical Field

[0001] The invention relates to the field of precision measurement, and in particular to a laser-aligned elevator guide rail verticality and track gauge rapid measurement device and a use method thereof. Background Art

[0002] As an indispensable means of transportation in modern buildings, the safety and performance of elevators have always received widespread attention. In the elevator system, the guide rails are an important part of supporting the operation of the elevator. The accuracy of their verticality and gauge directly affects the safety, comfort and performance of the elevator. Therefore, ensuring that the guide rails meet the requirements of the specifications has become one of the important tasks in elevator manufacturing and maintenance. Traditional methods for measuring the verticality and gauge of guide rails usually rely on manual measurement, which has the disadvantages of long measurement time, low accuracy and low work efficiency.

[0003] Therefore, it is necessary to provide a laser-aligned elevator guide rail verticality and track gauge rapid measurement device and a method of using the device to solve the above problems. Summary of the invention

[0004] In order to solve the above technical problems, the technical solution adopted by the present invention is:

[0005] A laser-aligned elevator guide rail verticality and track gauge rapid measurement device comprises two guide rail moving units, a first magnetic attraction fixing plate, and a second magnetic attraction fixing plate;

[0006] The two guide rail moving units are respectively arranged on the two elevator guide rails, the first magnetic attraction fixing plate and the second magnetic attraction fixing plate are respectively arranged on the two elevator guide rails, and the guide rail moving unit can move along the elevator guide rails;

[0007] A collimating laser and a first four-quadrant detector are arranged on the first magnetic fixing plate, and a second four-quadrant detector is arranged on the second magnetic fixing plate. A combined beam splitter prism is arranged on one guide rail moving unit, and a right-angle prism is arranged on the other guide rail moving unit; the collimating laser is used to emit a collimated light beam to the combined beam splitter prism, the combined beam splitter prism is used to split the collimated light beam into a first collimated light beam and a second collimated light beam, and the first four-quadrant detector is used to receive the first collimated light beam; the right-angle prism is used to deflect the second collimated light beam, and the second four-quadrant detector is used to receive the second collimated light beam after being deflected by the right-angle prism.

[0008] Optionally, a loading platform is horizontally arranged on both guide rail moving units, and the combined dichroic prism and the right-angle prism are respectively arranged on the corresponding loading platforms; the installation angle between the inclined surface of the right-angle prism and the loading platform of the guide rail moving unit is 45°.

[0009] Optionally, the first magnetic fixing plate and the combined beam splitter prism are installed on the same elevator guide rail, and the second magnetic fixing plate and the right-angle prism are installed on the same elevator guide rail.

[0010] Optionally, the combined beam splitter prism includes a second right-angle prism and a beam splitter prism, and the second right-angle prism and the beam splitter prism are bonded with special glue for optical lenses.

[0011] Optionally, the beam splitter is a cubic beam splitter, a right-angled surface of the second right-angle prism is bonded to a side surface of the beam splitter, and the installation angle between the inclined surface of the second right-angle prism and the object-carrying platform is 45°.

[0012] Optionally, the first magnetic fixing plate and the second magnetic fixing plate are magnetic, and the first magnetic fixing plate and the second magnetic fixing plate can be magnetically attracted to the corresponding elevator guide rails.

[0013] Optionally, the first magnetic fixing plate and the second magnetic fixing plate are both perpendicular to the corresponding elevator guide rails.

[0014] Optionally, the collimated laser and the first four-quadrant detector are magnetically attracted to the first magnetic attraction fixing plate, and the second four-quadrant detector is magnetically attracted to the second magnetic attraction fixing plate. This facilitates adjusting the positions of the collimated laser and the first four-quadrant detector on the first magnetic attraction fixing plate, and facilitates adjusting the position of the second four-quadrant detector on the second magnetic attraction fixing plate during installation and debugging.

[0015] Optionally, the two guide rail moving units are on the same horizontal plane; the first magnetic fixing plate and the second magnetic fixing plate are on the same horizontal plane, and the first four-quadrant detector, the second four-quadrant detector and the collimating laser are on the same horizontal plane.

[0016] Optionally, the guide rail moving unit is a guide rail climbing robot.

[0017] Optionally, the ratio of the spot radius of the light beam emitted by the collimated laser to the photosensitivity radius of the four-quadrant detector is 1:2, which can take into account both the measurement range and the measurement sensitivity.

[0018] The method for using the laser-aligned elevator guide rail verticality and track gauge rapid measurement device comprises the following steps:

[0019] 1) The first magnetic fixing plate and the second magnetic fixing plate are respectively adsorbed on the top or end of the corresponding elevator guide rail, and the horizontal heights of the first magnetic fixing plate and the second magnetic fixing plate are kept consistent; the two guide rail moving units are respectively installed on the corresponding elevator guide rails; and the horizontal heights of the two guide rail moving units are kept consistent;

[0020] 2) After the first magnetic fixing plate and the second magnetic fixing plate are installed on the corresponding elevator guide rail, the collimated laser is leveled so that the collimated light beam emitted by the collimated laser is perpendicular to the ground, which is used as the measurement reference for the verticality of the guide rail. The spot center of the first collimated light beam coincides with the center of the first four-quadrant detector, and the spot center of the second collimated light beam coincides with the center of the second four-quadrant detector;

[0021] 3) The collimated laser on the first magnetic fixing plate emits a collimated light beam to the combined beam splitter prism. When the collimated light beam passes through the combined beam splitter prism, the collimated light beam is split into two collimated light beams, namely the first collimated light beam and the second collimated light beam. The first collimated light beam is received by the first four-quadrant detector, and the two guide rail moving units are started to move synchronously and at a constant speed, and the moving distance of the light spot of the first collimated light beam measured by the first four-quadrant detector on its surface is recorded;

[0022] 4) When measuring the verticality of another elevator guide rail, the first magnetic fixing plate and the second magnetic fixing plate are installed on the corresponding elevator guide rail in reverse, and the two guide rail moving units are also installed on the corresponding elevator guide rail in reverse, and steps 2) and 3) are repeated;

[0023] 5) According to the measurement principle of the four-quadrant detector for the collimated light spot, the formula for calculating Δ as the total movement change of the light spot of the first collimated light beam on the first four-quadrant detector is:

[0024]

[0025] Where Δ is the total movement change of the spot of the first collimated beam on the first four-quadrant detector, U i is the output voltage for each quadrant; k is the conversion coefficient;

[0026] According to the characteristic that the combined beam splitter prism can magnify the verticality measurement value of the guide rail by two times, the verticality error of the elevator guide rail is calculated, and the calculation formula is:

[0027]

[0028] Where, L 1 It is represented as the verticality error of the elevator guide rail where the first magnetic fixing plate is located;

[0029] By performing difference calculation on the two first four-quadrant detectors and the second four-quadrant detectors, the gauge of the two elevator guide rails can be calculated. The calculation formula is:

[0030]

[0031] Where D represents the gauge of the two elevator rails, Δ 11 represents the change in the spot position of the first collimated beam on the first four-quadrant detector, Δ 22 It represents the change in the spot position of the second collimated light beam on the second four-quadrant detector.

[0032] Due to the adoption of the above technical solution, the present invention has the following technical advances compared with the prior art:

[0033] 1. Fast measurement: Using laser alignment technology, the verticality and gauge of elevator guide rails can be measured quickly and accurately, saving time and labor costs.

[0034] 2. High precision: Collimated lasers are characterized by high precision and can provide accurate measurement results, which helps to ensure the safe operation of elevator guide rails.

[0035] 3. Easy to operate: Compared with traditional measurement methods, the use of collimated lasers for measurement is simpler and does not require complicated adjustment processes.

[0036] 4. Improve work efficiency: The present invention can quickly and accurately measure the verticality and track gauge of the guide rail. The accurate results can help the staff quickly locate the problems of the guide rail and improve the efficiency of maintenance and adjustment.

[0037] 5. Safety: Measurements made with collimated lasers can be performed over long distances, eliminating the need for workers to come into contact with high-risk areas and improving work safety.

[0038] 6. Data recording: It is convenient to record measurement data, generate reports and conduct subsequent analysis, which is beneficial to elevator maintenance and management. BRIEF DESCRIPTION OF THE DRAWINGS

[0039] 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 or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on the structures shown in these drawings without paying creative work.

[0040] Figure 1 This is a schematic diagram of the structure and optical path principle of a laser-aligned elevator guide rail verticality and track gauge rapid measurement device of the present invention;

[0041] Figure 2 A schematic diagram of the elevator guide rail verticality measurement principle of the elevator guide rail verticality and track gauge rapid measurement device with laser alignment of the present invention;

[0042] Figure 3 A schematic diagram of the elevator guide rail gauge measurement principle of the elevator guide rail verticality and gauge rapid measurement device using laser alignment of the present invention;

[0043] Figure 4 The schematic diagram of the principle of the four-quadrant detector spot positioning of the laser-aligned elevator guide rail verticality and track gauge rapid measurement device of the present invention is shown.

[0044] Main component symbols

[0045] Guide rail moving unit 11 The first magnetic fixing plate 12 The second magnetic fixing plate 13 Elevator guide rail 10 Collimated laser 121 The first four-quadrant detector 122 Second quadrant detector 131 Combined beam splitter prism 111 The first collimated beam 20 The second collimated beam 21 Right angle prism 112 Second right angle prism 101 Beam splitter prism 102

[0046] The following specific implementation manner will further illustrate the present invention in conjunction with the above-mentioned drawings. DETAILED DESCRIPTION

[0047] In order to make the technical personnel in the technical field better understand the scheme of the present invention, the technical scheme in the embodiment of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiment of the present invention. Unless otherwise defined, all technical and scientific terms used herein have the same meaning as those generally understood by the technical personnel in the technical field of the present invention. The terms used in the specification of the present invention herein are only for the purpose of describing specific embodiments and are not intended to limit the present invention. The terms "first", "second", etc. in the specification and claims of the present invention and the above-mentioned drawings are used to distinguish different objects, rather than to describe a specific order. In addition, the terms "including" and "having" and any of their variations are intended to cover non-exclusive inclusion. For example, a process, method, system, product or device that includes a series of steps or units is not limited to the listed steps or units, but optionally also includes steps or units that are not listed, or optionally also includes other steps or units inherent to these processes, methods, products or devices.

[0048] Reference to "embodiments" herein means that a particular feature, structure, or characteristic described in conjunction with the embodiments may be included in at least one embodiment of the present invention. The appearance of the phrase in various places in the specification does not necessarily refer to the same embodiment, nor is it an independent or alternative embodiment that is mutually exclusive with other embodiments. It is explicitly and implicitly understood by those skilled in the art that the embodiments described herein may be combined with other embodiments.

[0049] See also Figure 1-Figure 4 , a laser-aligned elevator guide rail verticality and track gauge rapid measurement device, comprising two guide rail moving units 11, a first magnetic attraction fixing plate 12, and a second magnetic attraction fixing plate 13;

[0050] The two guide rail moving units 11 are respectively arranged on the two elevator guide rails, the first magnetic attraction fixing plate 12 and the second magnetic attraction fixing plate 13 are respectively arranged on the two elevator guide rails 10, and the guide rail moving unit 11 can move along the elevator guide rails;

[0051] A collimating laser 121 and a first four-quadrant detector 122 are arranged on the first magnetic fixing plate 12, and a second four-quadrant detector 131 is arranged on the second magnetic fixing plate 13. A combined beam splitter prism 111 is arranged on one guide rail moving unit 11, and a right-angle prism 112 is arranged on the other guide rail moving unit 11; the collimating laser 121 is used to emit a collimated light beam to the combined beam splitter prism 111, and the combined beam splitter prism 111 is used to split the collimated light beam into a first collimated light beam 20 and a second collimated light beam 21, and the first four-quadrant detector 122 is used to receive the first collimated light beam; the right-angle prism 112 is used to deflect the second collimated light beam 21, and the second four-quadrant detector 131 is used to receive the second collimated light beam after being deflected by the right-angle prism 112.

[0052] In one embodiment of the present invention, a loading platform is horizontally arranged on both guide rail moving units 11, and the combined beam splitter prism 111 and the right-angle prism 112 are respectively arranged on the corresponding loading platforms; the inclined surface of the right-angle prism 112 and the installation angle of the loading platform of the guide rail moving unit 11 are 45°.

[0053] In one embodiment of the present invention, the first magnetic fixing plate 12 and the combined beam splitter prism 111 are installed on the same elevator guide rail 10 , and the second magnetic fixing plate 13 and the right-angle prism 112 are installed on the same elevator guide rail 10 .

[0054] In one embodiment of the present invention, the combined beam splitter prism 111 includes a second right-angle prism 101 and a beam splitter prism 102 , and the second right-angle prism 101 and the beam splitter prism 102 are bonded by using a special glue for optical lenses.

[0055] In one embodiment of the present invention, the beam splitter 102 is a cubic beam splitter, a right angle surface of the second right angle prism 101 is bonded to a side surface of the beam splitter, and the angle between the inclined surface of the second right angle prism 101 and the mounting platform is 45°. The combination of the second right angle prism 101 and the beam splitter prism 102 can realize the splitting of the collimated light beam into the first collimated light beam 20 and the second collimated light beam 21.

[0056] In one embodiment of the present invention, the first magnetic fixing plate 12 and the second magnetic fixing plate 13 are magnetic, and the first magnetic fixing plate 12 and the second magnetic fixing plate 13 can be magnetically attracted to the corresponding elevator guide rail, so as to facilitate adjusting the positions of the first magnetic fixing plate 12 and the second magnetic fixing plate 13 on the corresponding elevator guide rail during installation and debugging.

[0057] In one embodiment of the present invention, the first magnetic fixing plate 12 and the second magnetic fixing plate 13 are both perpendicular to the corresponding elevator guide rails or parallel to the ground.

[0058] In one embodiment of the present invention, the two guide rail moving units 11 are on the same horizontal plane; the first magnetic fixing plate 12 and the second magnetic fixing plate 13 are on the same horizontal plane, and the first four-quadrant detector 122, the second four-quadrant detector 131 and the collimated laser 121 are on the same horizontal plane.

[0059] Furthermore, the receiving ends of the first four-quadrant detector 122 and the second four-quadrant detector 131 are on the same horizontal plane as the output end of the collimating laser 121 .

[0060] In one embodiment of the present invention, the guide rail moving unit 11 is a guide rail climbing robot.

[0061] In one embodiment of the present invention, the guide rail moving unit 11 is a magnetic climbing robot or a magnetic adsorption wall climbing robot.

[0062] In one embodiment of the present invention, the ratio of the spot radius of the light beam emitted by the collimated laser 121 to the photosensitivity radius of the first four-quadrant detector 122 and the second four-quadrant detector 131 is 1:2, which can take into account both the measurement range and the measurement sensitivity.

[0063] The method for using the laser-aligned elevator guide rail verticality and track gauge rapid measurement device comprises the following steps:

[0064] 1) The first magnetic fixing plate 12 and the second magnetic fixing plate 13 are respectively adsorbed on the top or end of the corresponding elevator guide rail 10, and the horizontal heights of the first magnetic fixing plate 12 and the second magnetic fixing plate 13 are kept consistent; the two guide rail moving units 11 are respectively installed on the corresponding elevator guide rail 10; the horizontal heights of the two guide rail moving units 11 are kept consistent;

[0065] 2) After the first magnetic fixing plate 12 and the second magnetic fixing plate 13 are installed on the corresponding elevator guide rail 10, the collimated laser 121 is leveled so that the collimated light beam emitted by the collimated laser 121 is perpendicular to the ground, which is used as a measurement reference for the verticality of the guide rail. The spot centers of the first collimated light beam 20 and the second collimated light beam 21 are adjusted to coincide with the center of the first four-quadrant detector 122, and the spot center of the second collimated light beam 21 is adjusted to coincide with the center of the second four-quadrant detector 131;

[0066] 3) The collimated laser 121 on the first magnetic fixing plate 12 emits a collimated light beam to the combined beam splitter prism 111. When the collimated light beam passes through the combined beam splitter prism 111, the collimated light beam is split into a first collimated light beam 20 and a second collimated light beam 21. The first collimated light beam 20 is received by the first four-quadrant detector 122, and the two guide rail moving units 11 are started to move synchronously and at a constant speed, and the moving distance of the light spot of the first collimated light beam 20 measured by the first four-quadrant detector 122 on its surface is recorded;

[0067] 4) When measuring the verticality of another elevator guide rail 10, the first magnetic fixing plate 12 and the second magnetic fixing plate 13 are installed on the corresponding elevator guide rail 10 in a swapped manner, and the two guide rail moving units 11 are also installed on the corresponding elevator guide rail 10 in a swapped manner, and steps 2) and 3) are repeated;

[0068] 5) According to the measurement principle of the four-quadrant detector for the collimated light spot, the formula for calculating Δ as the total movement change of the light spot of the first collimated light beam 20 on the first four-quadrant detector 122 is:

[0069]

[0070] Wherein, Δ is the total movement change of the spot of the first collimated light beam 20 on the first four-quadrant detector 122, and U i is the voltage of each quadrant; k is the conversion coefficient;

[0071] According to the characteristic that the combined dichroic prism can magnify the verticality measurement value of the guide rail by two times, the verticality error of the elevator guide rail 10 is calculated, and the calculation formula is:

[0072]

[0073] Where, L 1 It is represented as the verticality error of the elevator guide rail 10 where the first magnetic fixing plate 12 is located;

[0074] By performing difference calculation on the two first four-quadrant detectors 122 and the second four-quadrant detector 131, the gauges of the two rows of elevator guide rails can be calculated, and the calculation formula is:

[0075]

[0076] Where D represents the gauge of the two elevator rails, Δ 11 represents the change in the spot position of the first collimated light beam 20 on the first four-quadrant detector 122, Δ 22 It represents the change in the spot position of the second collimated light beam 21 on the second four-quadrant detector 131.

[0077] In one embodiment of the present invention, in step 3) and step 4) of measuring the elevator guide rail, the principle diagram is as follows: Figure 2 In an ideal state, the elevator guide rail 10 is in a vertical state. When the guide rail moving unit 11 drives the combined beam splitter prism to move linearly along the elevator guide rail, the spot position of the first collimated light beam 20 will not move on the first four-quadrant detector 122. In reality, due to factors such as the installation error of the elevator guide rail, the elevator guide rail 10 is no longer in a vertical state. Figure 2The dotted line indicates the state where the elevator rail is not vertical. When the rail moving unit 11 drives the combined beam splitter prism 111 to move from the solid line position to the dotted line position, based on the laser collimation principle, the spot of the first collimated light beam 20 will move on the first four-quadrant detector 122, and the movement change can be expressed as Δ 1 According to the measurement principle of the four-quadrant detector for collimated light spots, when the center of the light spot deviates from the center of the detector, the light spot energy obtained by each quadrant will change accordingly. Therefore, the relative displacement of the light spot on the four-quadrant detector can be solved based on the energy change difference obtained by the detector.

[0078]

[0079] Wherein, Δ is the total movement change of the spot of the first collimated light beam 20 on the first four-quadrant detector 122, and E i is the voltage of each quadrant; k is the conversion coefficient (sensitivity).

[0080] Therefore, according to the characteristic that the combined dichroic prism can amplify the verticality measurement value of the guide rail by two times, the verticality error of the elevator guide rail 10 can be calculated, and the calculation formula is:

[0081]

[0082] Where, L 1 It is represented by the verticality error of the elevator guide rail 10 where the first magnetic fixing plate 12 is located.

[0083] Similarly, in order to measure the verticality error of another elevator guide rail, the first magnetic fixing plate 12 and the second magnetic fixing plate 13 are installed on the corresponding elevator guide rail 10 in a swapped manner, and the two guide rail moving units 11 are also installed on the corresponding elevator guide rail 10 in a swapped manner, so that the verticality error can be measured.

[0084] The principle of measuring the gauge of two elevator guide rails is as follows: Figure 4 As shown. Ideally, the two columns of guide rails are in a parallel vertical state, and the spot centers of the first collimated light beam 20 and the second collimated light beam 21 are adjusted to coincide with the center of the first four-quadrant detector 122, and the spot center of the second collimated light beam 21 coincides with the center of the second four-quadrant detector 131. At this time, no matter how the two guide rail moving units 11 move synchronously and at a constant speed on the guide rails, their light spots will not change position on the four-quadrant detector. However, when the elevator guide rail where the second magnetic fixing plate 13 is located is no longer in a vertical state, that is, at different positions, the track gauges of the two columns of elevator guide rails will change. Figure 3The dotted line indicates that the elevator rail where the second magnetic fixing plate 13 is located is not vertical. When the two rail moving units 11 move from the solid line position to the dotted line position at the same time, the spot of the second collimated beam 21 will change position on the second four-quadrant detector 131, and the change amount can be expressed as Δ 2

[0085] By performing difference calculation on the two first four-quadrant detectors 122 and the second four-quadrant detector 131, the gauges of the two rows of elevator guide rails can be calculated, and the calculation formula is:

[0086]

[0087] Where D represents the gauge of the two elevator rails, Δ 11 represents the change in the spot position of the first collimated light beam 20 on the first four-quadrant detector 122, Δ 22 It represents the change in the spot position of the second collimated light beam 21 on the second four-quadrant detector 131.

[0088] The above generally describes the present invention in detail, but it is obvious to a person skilled in the art that some modifications or improvements can be made to the present invention. Therefore, modifications or improvements that do not depart from the spirit of the present invention are within the scope of protection of the present invention.

Claims

1. A laser-aligned elevator guide rail verticality and track gauge rapid measurement device, characterized in that: It includes two guide rail moving units, a first magnetic fixing plate, and a second magnetic fixing plate; The two guide rail moving units are respectively arranged on the two elevator guide rails, the first magnetic attraction fixing plate and the second magnetic attraction fixing plate are respectively arranged on the two elevator guide rails, and the guide rail moving unit can move along the elevator guide rails; A collimating laser and a first four-quadrant detector are arranged on the first magnetic fixing plate, and a second four-quadrant detector is arranged on the second magnetic fixing plate. A combined beam splitter prism is arranged on one guide rail moving unit, and a right-angle prism is arranged on the other guide rail moving unit; the collimating laser is used to emit a collimated light beam to the combined beam splitter prism, the combined beam splitter prism is used to split the collimated light beam into a first collimated light beam and a second collimated light beam, and the first four-quadrant detector is used to receive the first collimated light beam; the right-angle prism is used to deflect the second collimated light beam, and the second four-quadrant detector is used to receive the second collimated light beam after being deflected by the right-angle prism.

2. A laser-aligned elevator guide rail verticality and track gauge rapid measurement device as claimed in claim 1, characterized in that: The two guide rail moving units are both horizontally provided with a loading platform, and the combined beam splitter prism and the right angle prism are respectively arranged on the corresponding loading platforms; the installation angle between the inclined surface of the right angle prism and the loading platform of the guide rail moving unit is 45 degrees.

3. A laser-aligned elevator guide rail verticality and track gauge rapid measurement device as claimed in claim 1, characterized in that: The combined beam splitter prism includes a second right-angle prism and a beam splitter prism, which are bonded by special glue for optical lenses; the beam splitter prism is a cubic beam splitter prism, a right-angle surface of the second right-angle prism is bonded to one side surface of the beam splitter prism, and the inclined surface of the second right-angle prism is installed at an angle of 45° with the object loading platform.

4. The laser-aligned elevator guide rail verticality and track gauge rapid measurement device according to claim 1, characterized in that: The first magnetic fixing plate and the second magnetic fixing plate are magnetic, and the first magnetic fixing plate and the second magnetic fixing plate can be magnetically attracted to the corresponding elevator guide rails.

5. The laser-aligned elevator guide rail verticality and track gauge rapid measurement device according to claim 1, characterized in that: The collimated laser and the first four-quadrant detector are magnetically attracted to the first magnetic attraction fixing plate, and the second four-quadrant detector is magnetically attracted to the second magnetic attraction fixing plate.

6. The laser-aligned elevator guide rail verticality and track gauge rapid measurement device according to claim 1, characterized in that: The two guide rail moving units are on the same horizontal plane; the first magnetic fixing plate and the second magnetic fixing plate are on the same horizontal plane; the first four-quadrant detector, the second four-quadrant detector and the collimating laser are on the same horizontal plane.

7. A laser-aligned elevator guide rail verticality and track gauge rapid measurement device as claimed in claim 1, characterized in that: The ratio of the spot radius of the light beam emitted by the collimated laser to the photosensitive radius of the first four-quadrant detector and the second four-quadrant detector is 1:

2.

8. A method for using a laser-aligned elevator guide rail verticality and track gauge rapid measurement device as described in any one of claims 1 to 7, characterized in that: The following steps are involved: 1) The first magnetic fixing plate and the second magnetic fixing plate are respectively adsorbed on the top or end of the corresponding elevator guide rail, and the horizontal heights of the first magnetic fixing plate and the second magnetic fixing plate are kept consistent; the two guide rail moving units are respectively installed on the corresponding elevator guide rails; and the horizontal heights of the two guide rail moving units are kept consistent; 2) After the first magnetic fixing plate and the second magnetic fixing plate are installed on the corresponding elevator guide rail, the collimated laser is leveled so that the collimated light beam emitted by the collimated laser is perpendicular to the ground, which is used as the measurement reference for the verticality of the guide rail. The spot center of the first collimated light beam coincides with the center of the first four-quadrant detector, and the spot center of the second collimated light beam coincides with the center of the second four-quadrant detector; 3) The collimated laser on the first magnetic fixing plate emits a collimated light beam to the combined beam splitter prism. When the collimated light beam passes through the combined beam splitter prism, the collimated light beam is split into two collimated light beams, namely the first collimated light beam and the second collimated light beam. The first collimated light beam is received by the first four-quadrant detector, and the two guide rail moving units are started to move synchronously and at a constant speed, and the moving distance of the light spot of the first collimated light beam measured by the first four-quadrant detector on its surface is recorded; 4) When measuring the verticality of another elevator guide rail, the first magnetic fixing plate and the second magnetic fixing plate are installed on the corresponding elevator guide rail in a swapped manner, and the two guide rail moving units are also installed on the corresponding elevator guide rail in a swapped manner, and steps 2) and 3) are repeated; 5) According to the measurement principle of the four-quadrant detector for the collimated light spot, the formula for calculating Δ as the total movement change of the light spot of the first collimated light beam on the first four-quadrant detector is: Where Δ is the total movement change of the spot of the first collimated beam on the first four-quadrant detector, U i is the output voltage for each quadrant; k is the conversion coefficient; According to the characteristic that the combined beam splitter can magnify the verticality measurement value of the guide rail by two times, the verticality error of the elevator guide rail is calculated, and the calculation formula is: Wherein, L1 represents the verticality error of the elevator guide rail where the first magnetic fixing plate is located; By performing difference calculation on the two first four-quadrant detectors and the second four-quadrant detectors, the gauge of the two elevator guide rails can be calculated. The calculation formula is: Where D represents the gauge of the two elevator rails, Δ 11 represents the change in the spot position of the first collimated beam on the first four-quadrant detector, Δ 22 It represents the change in the spot position of the second collimated light beam on the second four-quadrant detector.

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