CN112504134B - Dynamic displacement monitoring system, method and device for steel structure net rack and storage medium - Google Patents
Dynamic displacement monitoring system, method and device for steel structure net rack and storage medium Download PDFInfo
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- CN112504134B CN112504134B CN202011361270.7A CN202011361270A CN112504134B CN 112504134 B CN112504134 B CN 112504134B CN 202011361270 A CN202011361270 A CN 202011361270A CN 112504134 B CN112504134 B CN 112504134B
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/02—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness
Abstract
The application relates to a steel structure net rack dynamic displacement monitoring system, method, device and storage medium, relates to steel structure net rack construction technical field, and it includes the total powerstation host computer body, still includes: the target unit is arranged at a test point for displacement monitoring and used for storing identification information of the target; the total station main body is arranged on the movable loading platform, and the movable loading platform is rotatably connected to the underframe; the sensing module is arranged on the total station main machine body or the universal base and is used for acquiring identification information of each target point; the image acquisition module is arranged on the total station host body and is used for acquiring an image from an eyepiece of the total station host body; and the transmission module is electrically connected with the driving control module, the sensing module and the image acquisition module and used for data interaction with a preset cloud platform or a user terminal. This application has the effect that makes things convenient for the staff to accomplish steel construction rack dynamic displacement monitoring.
Description
Technical Field
The application relates to the technical field of steel structure net rack construction, in particular to a system, a method and a device for monitoring dynamic displacement of a steel structure net rack and a storage medium.
Background
Traditional steel structure rack monitoring mode: firstly, embedding a reflector plate at the upper part of a net rack, then observing the reflector plate through a total station, recording the coordinates of the reflector plate, continuously observing every day and every week to obtain coordinate data, and comparing data difference values of all embedded points, thereby obtaining whether the whole net rack is deviated or not.
With respect to the related art among the above, the inventors consider that the following drawbacks exist: the net rack scale is large, and deformation monitoring point positions are arranged more, so that the workload of monitoring personnel is large relatively, and the use is inconvenient relatively.
Disclosure of Invention
In order to facilitate the completion of monitoring the dynamic displacement of the steel structure net rack by workers, the application provides a system, a method, a device and a storage medium for monitoring the dynamic displacement of the steel structure net rack.
First aspect, the application provides a steel structure rack dynamic displacement monitoring system, adopts following technical scheme:
the utility model provides a steel construction rack dynamic displacement monitoring system, includes the total powerstation host computer body, still includes:
the target unit is arranged at a test point for displacement monitoring and used for storing the identification information of the target;
the total station main body is arranged on the movable loading platform, the movable loading platform is rotatably connected to the base frame, the driving mechanism is used for driving the movable loading platform to move, and the driving control module is electrically connected to the driving mechanism;
the sensing module is arranged on the total station main machine body or the universal base and is used for acquiring identification information of each target point;
the image acquisition module is arranged on the total station host body and is used for acquiring an image from an eyepiece of the total station host body; and the number of the first and second groups,
and the transmission module is electrically connected with the driving control module, the sensing module and the image acquisition module and used for data interaction with a preset cloud platform or a user terminal.
By adopting the technical scheme, a worker can visit the cloud platform through a mobile phone and the like to remotely control the total station main body to perform monitoring work; the total station main body can also be directly remotely controlled by the user terminal to perform monitoring work so as to improve the convenience of displacement monitoring; meanwhile, the induction module is matched with the target point units installed on each test point, so that the application can be set, and after the induction module induces the target point units in a nearby preset range, all the corresponding nearby identification information is displayed on a user interface; subsequently, a certain identification information is selected, and the total station main machine body can be automatically adjusted to be aligned to the selected reflector plate, so that the displacement monitoring work is relatively more convenient.
Optionally, the device further comprises a reflector plate marked with a target image, and the target unit is mounted on the reflector plate.
By adopting the technical scheme, the test points can be conveniently observed by workers.
Optionally, the outer wall of the target unit is marked with a target map.
By adopting the technical scheme, the test points can be conveniently observed by workers.
Optionally, the chassis includes the base, the horizontal slot has been seted up to the base, actuating mechanism includes horizontal wheel and first power component, the horizontal wheel rotates to be connected in the horizontal slot and fixed with the activity loading platform, first power component is used for driving the horizontal wheel and rotates and the electricity is connected in drive control module.
By adopting the technical scheme, the horizontal wheel can be driven to rotate by the first power assembly so as to drive the movable loading platform to horizontally rotate; the total station host machine body is fixed on the movable loading platform, so that the total station host machine body can be driven to horizontally rotate.
Optionally, the movable loading platform includes a horizontal movable platform and a pitching movable platform, the horizontal movable platform is fixed to the horizontal wheel, the pitching movable platform is rotatably connected to the horizontal movable platform, and a rotation plane of the pitching movable platform and a rotation plane of the horizontal movable platform are staggered; the driving mechanism further comprises a second power assembly for driving the pitching movable table to rotate, and the second power assembly is electrically connected to the driving control module; and the total station host machine body is fixed on the pitching movable table.
By adopting the technical scheme, the pitching movable table can be driven to rotate by the second power assembly, and the rotating direction of the pitching movable table is vertical to the horizontal plane; under the horizontal rotation of the horizontal movable table and the vertical rotation of the pitching movable table, the total station main machine body can rotate to a more angle, so that the using effect of the system is relatively better.
In a second aspect, the application provides a method for applying the dynamic displacement monitoring system for the steel structure net rack, which adopts the following technical scheme:
a method for applying the dynamic displacement monitoring system of the steel structure net rack comprises the following steps:
acquiring identification information of a target point unit of each test point;
acquiring coordinates of each test point; the coordinate origin of a coordinate system to which the coordinates of the test points belong is the position of the total station main body;
associating the identification information and the coordinates of the target point units of the same test point;
judging whether observation bit switching information is received or not, if so, performing switching analysis processing, and outputting control information to a drive control module according to an analysis processing result; wherein, the observation bit switching information comprises the identification information of a certain target point unit which is selected and confirmed;
the handover analysis process includes:
acquiring a control record of a drive control module, and acquiring reply rotation information required for the total station main body to reply to a preset initial state according to the control record;
acquiring target coordinates, wherein the target coordinates comprise coordinates associated with the selected and confirmed identification information;
processing the target coordinates and the initial coordinates of the total station main machine body (6) according to a preset rotation amount algorithm to obtain an original rotation amount; and the number of the first and second groups,
and obtaining a control parameter according to the reply rotation information, the original rotation amount or the combination of the reply rotation information and the original rotation amount, and outputting the control parameter to the driving control module.
By adopting the technical scheme, the total station main body can automatically rotate and align to the target coordinate under the action of the universal base only by selecting the identification information of a certain target point unit by a worker, so that the displacement monitoring work is relatively more convenient.
Optionally, the method further includes:
judging whether an instruction for manual calibration is received or not, and if so, performing manual calibration; and the number of the first and second groups,
judging whether the manual calibration is finished or not, if so, summarizing the returned rotation information, the original rotation amount and the manual calibration instruction to obtain a new control record; and the number of the first and second groups,
the manual calibration comprises processing a manual calibration instruction according to a preset rotation amount algorithm and outputting the manual calibration instruction to the drive control module.
By adopting the technical scheme, the total station eyepiece is corrected according to the manual calibration instruction after facing the target coordinate so as to meet the displacement monitoring requirement; meanwhile, a new control record is obtained through automatic calculation and is still used for the next adjustment.
Optionally, the method further includes:
acquiring a BIM (building information modeling) model of a target to which displacement monitoring belongs;
acquiring monitoring information of a total station main body; and the number of the first and second groups,
and updating the BIM according to the monitoring information, and comparing the BIM with the BIM before updating to obtain a comparison result.
By adopting the technical scheme, the staff can also remotely acquire the monitoring information of the total station, and the BIM model combined with the monitoring target is used for simulation and comparison with the previous model, so that the displacement condition can be more clearly and visually known, and the subsequent displacement analysis work is facilitated.
The third aspect, the application provides a steel structure rack dynamic displacement monitoring devices, adopts following technical scheme:
a dynamic displacement monitoring device for a steel structure net rack comprises a memory and a processor, wherein the memory is stored with a computer program which can be loaded by the processor and can execute any one of the methods.
In a fourth aspect, the present application provides a storage medium, which adopts the following technical solutions:
a storage medium comprising a computer program stored thereon which can be loaded by a processor and which performs any of the methods described above.
In summary, the present application includes at least one of the following beneficial technical effects: target point units can be arranged at each test point, the total station main body is connected with a sensing module, and the sensing module senses each target point unit in a preset range and acquires identification information of the target point unit; subsequently, the worker remotely selects identification information through a user terminal, a computer or a mobile phone and the like, and the universal base automatically drives the total station to rotate according to the coordinate corresponding to the identification information, so that an ocular lens on the universal base faces a target point unit; the pictures observed through the ocular lens are also collected and uploaded through an image collector, and can be remotely obtained by workers; meanwhile, monitoring information of the total station main body can be remotely acquired and combined to a BIM model of a monitoring target for simulation, so that the displacement monitoring work can be conveniently completed by workers.
Drawings
Fig. 1 is a schematic structural view of a reflector plate, a gimbal table and a total station main body according to an embodiment of the present application;
FIG. 2 is a schematic block diagram of a system according to an embodiment of the present application;
fig. 3 is a schematic partially exploded view of a mobile loader and a total station main body according to an embodiment of the present application;
fig. 4 is a schematic partial exploded view of a movable ramp according to one embodiment of the present application.
Description of reference numerals: 11. a target unit; 12. a reflective sheet; 2. a universal base; 21. a chassis; 211. a base; 2111. a horizontal groove; 212. a tripod; 22. a movable loading platform; 221. a horizontal movable table; 2211. a hinged seat; 222. a pitching movable table; 23. a drive mechanism; 231. a horizontal wheel; 232. a first motor; 233. a first drive gear; 234. a vertical gear; 235. a second motor; 236. a second transmission gear; 24. a drive control module; 3. a sensing module; 4. an image acquisition module; 5. a transmission module; 6. total powerstation host computer body.
Detailed Description
In order to make the objects, technical solutions and advantages of the present application more apparent, the present application is further described in detail below with reference to fig. 1-4 and the embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the present application and are not intended to limit the present application.
The embodiment of the application discloses steel structure net rack dynamic displacement monitoring system. Referring to fig. 1 and 2, the dynamic displacement monitoring system for the steel structure net rack comprises a target point unit 11, a universal base 2, an induction module 3, an image acquisition module 4, a transmission module 5 and a total station main machine body 6.
Wherein, each target point unit 11 is respectively fixed on each reflector plate 12 marked with a target image, or directly made into a circular plate structure and marked with the target image on the plate surface, so as to be convenient for cooperating with a total station to observe; in the embodiment, taking the reflector plate 12 as an example, the target point unit 11 is embedded in a target fixed on the reflector plate 12, and the reflector plate 12 is fixed on a displacement monitoring test; the target unit 11 is used for storing identification information of target points, and the identification information of the target points includes identification numbers of the target points.
The universal base 2 is used for installing a total station host machine body 6, the total station host machine body 6 can be a whole structure of a traditional total station except a tripod under a bottom plate, and can rotate in multiple directions under the action of the universal base 2, so that an eyepiece on the universal base can face to each position for observation.
The induction module 3 is installed on the universal base 2 or the total station main body 6, and the universal base 2 is taken as an example in the embodiment and is fixed in an embedded mode; the sensing module 3 is used for sensing and identifying a range of target units 11, for example: the sensing module 3 selects an RFID remote card reader, and at this time, the target unit 11 selects an RFID chip/tag adapted to the target unit, and the sensing range is preferably 20m in this embodiment, so as to meet general use requirements. The position of the universal seat 2 for installing the total station main body 6 is the station position of the monitoring station.
The transmission module 5 comprises any one or more of 3G/4G/5G/GSM/GPRS modules, is electrically connected with a control mechanism for controlling the universal seat 2 to drive the total station main body 6 to rotate, the induction module 3 and the image acquisition module 4, and performs data interaction with a preset cloud platform or a user terminal; the user terminal comprises a mobile phone and a computer.
According to the arrangement, a worker can remotely control the total station main body 6 through a mobile phone or a computer to monitor the displacement, so that the displacement monitoring work is more convenient.
Referring to fig. 3 and 4, the gimbal table 2 includes a base frame 21, a movable loading table 22, a driving mechanism 23, and a driving control module 24; the base frame 21 includes a base 211 and a tripod 212, the base 211 is fixed to an upper portion of an interconnection portion of the tripod 212, and a horizontal groove 2111 having an open structure (in an attached state) is formed in the base 211.
The driving mechanism 23 comprises a horizontal wheel 231 and a first power assembly, wherein the horizontal wheel 231 is horizontally placed in the horizontal groove 2111, is rotatably connected to the base 211 through an axial rotating shaft and is fixed with the movable loading platform 22; the first power assembly comprises a first motor 232 and a first transmission gear 233 fixed on an output shaft of the motor, the first motor 232 is embedded at the side edge of the horizontal groove 2111, and an electric signal is connected to the driving control module 24; the horizontal wheel 231 is of a gear structure, and the first transmission gear 233 is meshed with the horizontal wheel 231; when the first motor 232 is operated, the movable loading platform 22 rotates horizontally under the action of the gear transmission.
The movable loading platform 22 includes a horizontal movable platform 221 and a pitching movable platform 222, wherein the horizontal movable platform 221 is fixed with a rotating shaft of the horizontal wheel 231, and the total station main body 6 is fixed on a mounting surface of the pitching movable platform 222 through a bolt.
A hinge seat 2211 is formed at the upper part of the horizontal movable table 221; the pitching movable table 222 is provided with a bayonet matched with the hinge base 2211, the bayonet is transversely communicated with the outside at the lower part, the pitching movable table 222 is positioned at the upper part of the horizontal movable table 221, the hinge base 2211 is inserted into the bayonet, the hinge base 2211 is hinged with the pitching movable table 222 through an axial rotating shaft, and one end of the rotating shaft penetrates out of the pitching movable table 222. The driving mechanism 23 further comprises a vertical gear 234 and a second power assembly, the vertical gear 234 is fixed at the extending end of the rotating shaft of the hinge seat 2211, the second power assembly comprises a second motor 235 and a second transmission gear 236 fixed at the output shaft of the second motor 235, the second motor 235 is embedded in the pitching movable table 222 and is electrically connected to the driving control module 24, and the second transmission gear 236 is meshed with the vertical gear 234; when the second motor 235 is operated, the pitching movable table 222 rotates vertically relative to the horizontal movable table 221 under the action of the gear transmission.
Since the horizontal movable table 221 and the pitching movable table 222 are both driven by motors, in order to improve the control precision, both the motors can select servo motors, and therefore the drive control module 24 can correspondingly select a servo motor controller; under the cooperation of the horizontal movable table 221 and the pitching movable table 222, the directions of the total station main body 6 mounted on the pitching movable table 222 can be adjusted to meet diversified observation requirements, so that the using effect is relatively better.
The embodiment of the application also discloses a method of applying the dynamic displacement monitoring system for the steel structure net rack. The method of applying the dynamic displacement monitoring system for the steel structure net rack is implemented by matching a processing unit with data analysis and processing capacity with the adaptive hardware, and comprises the following steps:
acquiring identification information of a target point unit 11 of each test point; and the number of the first and second groups,
acquiring coordinates of each test point;
the identification information comprises the number of the target point unit 11, and the number is predetermined by a worker and written into the target point unit 11; the identification information is read by the sensing module 3 of the adaptive target point unit 11 and uploaded to the cloud platform by the transmission module 5.
Coordinates of each test point are measured by a worker manually operating the total station main machine body 6 on site when displacement monitoring starts, the site is manually completed once, and then remote operation is carried out; and selecting the position of the total station main body 6 as a coordinate origin to establish a three-dimensional coordinate system for subsequent calculation.
After obtaining the information of each target point and the information of the test point, associating the identification information and the coordinates of the target point unit 11 of the same test point; and judging whether observation bit switching information is received or not, if so, performing switching analysis processing, and outputting control information to the drive control module according to an analysis processing result.
Wherein, the observation bit switching information comprises the identification information of a certain target point unit 11 which is selected and confirmed; the step is realized by operating a mouse on a user interface of a computer or a mobile phone by a worker, and specifically comprises the following steps: the identification information of the target point units 11 is gathered to form a list, and a worker clicks certain identification information through a mouse and selects a confirmation item in a certain popped-up confirmation dialog box.
The handover analysis process includes:
and acquiring a control record of the drive control module 24, and acquiring reply rotation information required for the total station main body 6 to reply to a preset initial state according to the control record.
For example: controlling the horizontal clockwise rotation to 30 degrees for the first time, and controlling the vertical clockwise rotation to 45 degrees, wherein the horizontal clockwise rotation is recorded as a control record; after multiple times of control, accumulating in sequence; for example: controlling the water to smoothly rotate clockwise for 10 degrees for the second time and vertically rotate clockwise for 15 degrees, and controlling the water to record that the water rotates clockwise for 40 degrees horizontally and the water rotates clockwise for 60 degrees vertically at the moment; when the accumulation is carried out, if the accumulation exceeds 360 degrees, 360 degrees are subtracted; and reversely controlling to obtain the reply rotation information.
The handover analysis process further includes:
acquiring a target coordinate; the target coordinates comprise coordinates associated with the selected and confirmed identification information; and (c) and (d).
And processing the target coordinates and the initial coordinates of the total station main body 6 according to a preset rotation amount algorithm to obtain an original rotation amount, and obtaining an original control parameter according to the original rotation amount.
The total station host machine body 6 presets initial coordinates, taking an eyepiece thereof as a reference as an example: the initial coordinate of the center of the observation end of the eyepiece is defined as a coordinate (1, 0, 0), which is the initial coordinate of the total station main body 6.
The rotation algorithm comprises the following steps:
if the target coordinate is (3, 2, 1), a connecting line between the coordinate (X =3, Y = 2) and the origin is marked as a, the size of an included angle between the axis a and the axis X is calculated according to a trigonometric function, and the calculation result is a horizontal rotation amount S1 of the total station main body 6; a connecting line of the coordinates (X =3, Z = 1) and the origin is marked as B, the size of an included angle between the B and the X axis is calculated according to a trigonometric function, and the calculation result is the vertical rotation quantity S2 of the total station main body 6; s1 and S2 indicate the original rotation amounts.
The handover analysis process further includes: and obtaining a control parameter according to the reply rotation information, the original rotation amount or the combination of the reply rotation information and the original rotation amount, and outputting the control parameter to the driving control module.
When the control is carried out, according to the rotation quantity requirement, the transmission ratio of the first power assembly and the second power assembly and the parameters of the servo motor are combined to calculate comprehensively, namely the obtained pulse signals which are required to be output respectively in the horizontal direction and the vertical direction are the control parameters.
According to the setting, a worker only needs to click the identification information of each target point unit 11, and the total station main body 6 can automatically rotate and enable the eyepiece of the total station main body to face the coordinate associated with the identification information, so that the convenience of displacement monitoring can be effectively improved.
After the eyepiece of the total station host machine body 6 faces the target coordinate, judging whether manual calibration is received or not, and if so, performing manual calibration; and the number of the first and second groups,
and judging whether the manual calibration is finished or not, if so, summarizing the current returned rotation information, the original rotation amount and the manual calibration instruction to obtain a new control record so as to perform the next switching analysis processing.
The manual calibration comprises the following steps: judging whether an instruction for manual calibration is received or not, and if so, performing manual calibration; the manual calibration includes processing the manual calibration command according to a preset rotation algorithm and outputting the manual calibration command to the driving control module 24.
When the total station main machine is used, the sensing module 3 senses the reflector plates 12 (target point units 11) within 20m nearby, the user interface displays all corresponding nearby identification information, after the identification information of one reflector plate 12 is selected, the total station main machine body 6 can be automatically adjusted to align to the selected reflector plate 12, and after the total station main machine body is aligned, manual calibration is carried out, so that centering accuracy is guaranteed.
For further workers, the method also comprises the following steps: acquiring monitoring information of a total station main body 6; for example: and the transmission module 5 is electrically connected to a processing unit of the total station main body 6, and the processing unit is arranged to transmit the monitoring information to the cloud platform through the transmission module 5.
And subsequently, manually uploading the BIM model of the monitoring item part made by units such as a design institute to a cloud platform, adjusting the BIM model by the cloud platform according to the monitoring information, and comparing the new model with the old model. Because the staff can directly obtain the monitoring information through the computer or the mobile phone and can check the BIM model comparison result, the displacement monitoring work is relatively more convenient.
The embodiment of the application also discloses a steel structure net rack dynamic displacement monitoring devices. The dynamic displacement monitoring device for the steel structure net rack comprises a memory and a processor, wherein the memory is stored with a computer program which can be loaded by the processor and can execute the method.
The embodiment of the application also discloses a storage medium which stores a computer program capable of being loaded by a processor and executing the method.
The foregoing is a preferred embodiment of the present application and is not intended to limit the scope of the application in any way, and any features disclosed in this specification (including the abstract and drawings) may be replaced by alternative features serving equivalent or similar purposes, unless expressly stated otherwise. That is, unless expressly stated otherwise, each feature is only an example of a generic series of equivalent or similar features.
Claims (10)
1. A method of a steel structure net rack dynamic displacement monitoring system is characterized by comprising the following steps:
acquiring identification information of a target point unit (11) of each test point;
acquiring coordinates of each test point; the coordinate origin of a coordinate system to which the coordinates of the test points belong is the position of the total station main body (6);
associating the identification information and the coordinates of the target point unit (11) of the same test point;
judging whether observation bit switching information is received or not, if so, performing switching analysis processing, and outputting control information to a drive control module (24) according to an analysis processing result; wherein, the observation bit switching information comprises the identification information of a certain target point unit (11) which is selected and confirmed;
the handover analysis process includes:
acquiring a control record of a drive control module (24), and acquiring reply rotation information required for the total station main body (6) to reply to a preset initial state according to the control record;
acquiring target coordinates, wherein the target coordinates comprise coordinates associated with the selected and confirmed identification information;
processing the target coordinates and the initial coordinates of the total station main machine body (6) according to a preset rotation amount algorithm to obtain an original rotation amount;
and obtaining a control parameter according to the reply rotation information, the original rotation amount or the combination of the reply rotation information and the original rotation amount, and outputting the control parameter to the drive control module (24).
2. The method of claim 1, further comprising:
judging whether an instruction for manual calibration is received or not, and if so, performing manual calibration;
judging whether the manual calibration is finished or not, if so, summarizing the returned rotation information, the original rotation amount and the manual calibration instruction to obtain a new control record;
and the manual calibration comprises processing a manual calibration instruction according to a preset rotation amount algorithm and outputting the manual calibration instruction to the driving control module (24).
3. The method of claim 1, further comprising:
acquiring a BIM (building information modeling) model of a target to which displacement monitoring belongs;
acquiring monitoring information of a total station main body (6);
and updating the BIM according to the monitoring information, and comparing with the BIM before updating to obtain a comparison result.
4. A dynamic displacement monitoring system for a steel structure net rack for performing the method of any one of claims 1-3, comprising a total station main body (6), and further comprising:
the target unit (11) is arranged at a test point for displacement monitoring and is used for storing the identification information of the target;
the universal base (2) comprises an underframe (21), a movable loading platform (22), a driving mechanism (23) and a driving control module (24), wherein the total station main body (6) is installed on the movable loading platform (22), the movable loading platform (22) is rotatably connected to the underframe (21), the driving mechanism (23) is used for driving the movable loading platform (22) to move, and the driving control module (24) is electrically connected to the driving mechanism (23);
the sensing module (3) is arranged on the total station main machine body (6) or the universal base (2) and is used for acquiring identification information of each target point;
the image acquisition module (4) is installed on the total station main body (6) and is used for acquiring an image from an eyepiece of the total station main body (6);
and the transmission module (5) is electrically connected with the driving control module (24), the sensing module (3) and the image acquisition module (4) and is used for carrying out data interaction with a preset cloud platform or a user terminal.
5. The dynamic displacement monitoring system for the steel structure net rack according to claim 4, characterized in that: the device also comprises a reflector plate (12) marked with a target image, and the target unit (11) is arranged on the reflector plate (12).
6. The dynamic displacement monitoring system for the steel structure net rack according to claim 4, characterized in that: the outer wall of the target point unit (11) is marked with a target map.
7. The dynamic displacement monitoring system for the steel structure net rack according to claim 4, characterized in that: the chassis (21) comprises a base (211), a horizontal groove (2111) is formed in the base (211), the driving mechanism (23) comprises a horizontal wheel (231) and a first power assembly, the horizontal wheel (231) is rotatably connected to the horizontal groove (2111) and fixed with the movable loading platform (22), and the first power assembly is used for driving the horizontal wheel (231) to rotate and electrically connected to the driving control module (24).
8. The dynamic displacement monitoring system for the steel structure net rack according to claim 7, characterized in that: the movable loading platform (22) comprises a horizontal movable platform (221) and a pitching movable platform (222), the horizontal movable platform (221) is fixed on a horizontal wheel (231), the pitching movable platform (222) is rotatably connected to the horizontal movable platform (221), and the rotating plane of the pitching movable platform (222) is staggered with the rotating plane of the horizontal movable platform (221); the driving mechanism (23) further comprises a second power assembly for driving the pitching movable table (222) to rotate, and the second power assembly is electrically connected to the driving control module (24); and the total station main machine body (6) is fixed on the pitching movable table (222).
9. The utility model provides a steel construction rack dynamic displacement monitoring devices which characterized in that: comprising a memory and a processor, said memory having stored thereon a computer program which can be loaded by the processor and which performs the method according to any of claims 1-3.
10. A storage medium, characterized by: a computer program which can be loaded by a processor and which executes the method according to any of claims 1-3.
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