CN116295294A - Control network rapid retest device and method based on intelligent total station - Google Patents
Control network rapid retest device and method based on intelligent total station Download PDFInfo
- Publication number
- CN116295294A CN116295294A CN202310128707.XA CN202310128707A CN116295294A CN 116295294 A CN116295294 A CN 116295294A CN 202310128707 A CN202310128707 A CN 202310128707A CN 116295294 A CN116295294 A CN 116295294A
- Authority
- CN
- China
- Prior art keywords
- prism
- control network
- target
- total station
- observation
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 39
- 238000013102 re-test Methods 0.000 title claims abstract description 38
- 238000005259 measurement Methods 0.000 claims abstract description 12
- 238000004891 communication Methods 0.000 claims description 8
- 230000003287 optical effect Effects 0.000 claims description 8
- 230000000007 visual effect Effects 0.000 claims 2
- QVFWZNCVPCJQOP-UHFFFAOYSA-N chloralodol Chemical compound CC(O)(C)CC(C)OC(O)C(Cl)(Cl)Cl QVFWZNCVPCJQOP-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006698 induction Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C1/00—Measuring angles
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C3/00—Measuring distances in line of sight; Optical rangefinders
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01W—METEOROLOGY
- G01W1/00—Meteorology
- G01W1/02—Instruments for indicating weather conditions by measuring two or more variables, e.g. humidity, pressure, temperature, cloud cover or wind speed
-
- G—PHYSICS
- G02—OPTICS
- G02B—OPTICAL ELEMENTS, SYSTEMS OR APPARATUS
- G02B7/00—Mountings, adjusting means, or light-tight connections, for optical elements
- G02B7/18—Mountings, adjusting means, or light-tight connections, for optical elements for prisms; for mirrors
- G02B7/1805—Mountings, adjusting means, or light-tight connections, for optical elements for prisms; for mirrors for prisms
Landscapes
- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Environmental & Geological Engineering (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- Atmospheric Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Ecology (AREA)
- Environmental Sciences (AREA)
- Optics & Photonics (AREA)
- Arrangements For Transmission Of Measured Signals (AREA)
Abstract
The invention discloses a control network rapid retest device and method based on an intelligent total station. The invention adopts the intelligent total station to carry out control network retest, when the total station is erected at a certain control network point to execute the observation task, the target prism is required to be installed at other control network points within the observation range and towards the instrument. When the intelligent total station rotates among different control network points, the orientation of each corresponding target prism needs to be adjusted, the wireless control end at the control network point of the intelligent total station is erected, the horizontal and vertical rotation of each prism is automatically controlled to be oriented to the instrument according to the read initial azimuth information of each prism device by combining the current coordinate information of each control network point, so that the intelligent total station can conveniently complete the observation task, and meanwhile, the meteorological information can be read for correcting the distance observation value. The invention saves the manpower and material resources for controlling the network retest, and has important significance for improving the efficiency and the automation degree of engineering measurement.
Description
Technical Field
The invention belongs to the field of engineering measurement, and mainly relates to a control network rapid retest device and method based on an intelligent total station.
Background
The engineering control network is a special measurement control network which is laid for engineering construction and can meet engineering requirements of various engineering constructions, construction lofting, safety monitoring and the like. After the control network measurement task is completed, in order to ensure the control network precision, periodic retesting is required to be carried out on the control network points in the project. The purpose of the control network retest is to obtain new coordinates and elevations. The current mainstream control network retest method in industry adopts an intelligent total station to conduct control network retest, when the intelligent total station rotates among different control network points, the orientation of each corresponding target prism needs to be manually adjusted, but the distance between each control network point is usually far, and the operation is time-consuming and labor-consuming. If a multifunctional prism can be modified and installed at each control site, observers can automatically control the horizontal and vertical rotation of each prism to face the instrument by using a remote control device. Meanwhile, the device can read meteorological information for correcting the distance observation value, and is convenient for the intelligent total station to complete the observation task, so that the rapid retest of the control network is realized. The invention has important significance for improving the efficiency of engineering measurement.
Disclosure of Invention
Aiming at the problems existing in the prior art, the invention provides a control network rapid retest device and method based on an intelligent total station. When the total station rotates among different control stations, the wireless control end at the control station of the intelligent total station is utilized to read the initial azimuth information of the corresponding target prism device according to the current coordinate information of each control station, and the steering engine of the multifunctional prism is controlled to rotate horizontally and vertically to enable the steering engine to face the intelligent total station, so that the rapid automatic retest of the control network is realized, and the manpower and material resources for retesting are saved.
The technical problems of the invention are mainly solved by the following technical proposal: according to a first aspect of the present invention, the present invention provides a control network rapid retesting device based on an intelligent total station, including a multifunctional prism, the multifunctional prism includes:
the device comprises a prism support, wherein a vertical steering engine, a horizontal steering engine, an electronic compass and a weather sensing unit are arranged on the prism support; wherein,,
the vertical steering engine is arranged on one side of the prism support, an output rotating shaft of the vertical steering engine is connected with a horizontal central shaft of the prism support, torque in the vertical direction is provided, and rotation of the prism in the vertical direction is controlled;
the horizontal steering engine is fixed on the prism base, and an output rotating shaft of the horizontal steering engine is connected with a vertical central shaft of the prism support to provide torque in the horizontal direction and control the rotation of the prism in the horizontal direction;
the electronic compass is horizontally arranged on the prism support and keeps consistent with the horizontal direction of the prism support;
the weather sensing unit is arranged on the other side of the prism support, far away from the vertical steering engine, and is used for reading weather information around the prism.
Preferably, the weather sensing unit, the vertical steering engine, the horizontal steering engine and the electronic compass are all connected with the wireless terminal through communication data lines, and the wireless terminal is connected with the wireless terminal and is responsible for receiving commands from the wireless control end and feeding back data to the wireless control end.
Preferably, the meteorological sensing unit, the vertical steering engine, the horizontal steering engine, the electronic compass and the wireless terminal are all connected with a power supply unit, and the power supply unit can be charged repeatedly.
Preferably, the bottom of horizontal steering engine is provided with the base, the base includes optics centralizer and foot spiral, optics centralizer is installed on the foot spiral be provided with the pipe level bubble on the base near optics centralizer the top on the foot spiral is provided with circle level bubble.
According to a second aspect of the present invention, the present invention provides a control network rapid retest method based on an intelligent total station, which is applied to the above-mentioned multifunctional prism, and the retest method includes the following steps:
for a control network with N control network points, installing a multifunctional prism on each control network point, and recording the corresponding relation between each control network point and the multifunctional prism;
a control network is selected as a measuring station, the control network in the observation range of the measuring station is called a target point, a multifunctional prism at the measuring station is taken down, an intelligent total station is erected, a wireless control end at the measuring station calculates the spatial relationship between the vertical angle and the horizontal angle between each target point and the measuring station according to the forward-looking coordinates of each target point, and the multifunctional prism of the target point in the observation range is fully oriented to the intelligent total station according to the spatial relationship;
after capturing any target in the observation range, the intelligent total station expands retest on other target points according to the forward-looking coordinates of the target points in the observation range and the spatial relationship and combining an automatic target recognition function;
when the repeated measurement task is completed, all the multifunctional prisms are recovered; and when the retest task is not completed, restoring the station, and rotating to the next station for unfolding and observing.
Preferably, the calculating, by the wireless control end at the measuring station, a spatial relationship between a vertical angle and a horizontal angle between each target point and the measuring station according to the forward-period coordinates of each target point, and directing all the multifunctional prisms of the target points in the observation range to the intelligent total station according to the spatial relationship includes:
calculating to obtain a horizontal angle value of the horizontal steering engine of the multifunctional prism at the target point and a vertical angle value of the vertical steering engine of the multifunctional prism at the target point;
according to the calculated horizontal angle value and vertical angle value, the wireless control end sends a command to control the horizontal steering engine and the vertical steering engine of the corresponding multifunctional prism to rotate, so that the target prism faces to the station to be measured, and then the intelligent total station starts to execute the observation task of the station to be measured;
wherein, calculate the horizontal angle value and substitute the formula:
θ i expressed as a horizontal angle value, beta i Represented as the coordinate azimuth between the measuring station and the target point i,
the electronic compass value is expressed as the acquired multi-functional prism at the target point i;
calculating a vertical angle value and substituting the vertical angle value into a formula:
y i the current Y-axis coordinate expressed as the target point i; y is S The past Y-axis coordinates expressed as the survey site; x is x i The current X-axis coordinate expressed as the target point i; x is x S Expressed as the past X-axis coordinates of the survey site.
Preferably, the coordinate system of the control network is a gaussian projection rectangular coordinate system or an independent coordinate system.
Preferably, after capturing any target in the observation range by the intelligent total station, expanding retest on other target points according to the forward-phase coordinates of the target points in the observation range and the spatial relationship and combining an automatic target recognition function includes: if the field of view is good within the field of view or at each control point line of sight,
determining the approximate direction of at least one target point of the station, aiming the intelligent total station at the target point for one-time observation, determining the number of the aimed control network point according to the observed distance information and the forward coordinate data, calculating the horizontal included angle relation between the aimed control network point and the rest target points, and further expanding automatic observation.
Preferably, after any one target in the observation range is captured by the intelligent total station, according to the forward-phase coordinates of the target points in the observation range and the spatial relationship, and in combination with an automatic target recognition function, expanding retesting on other target points further includes: if each control net point in the observation range is beyond the range of the sight distance, the measurer can not determine the approximate direction of any target point of the observation site,
and calculating the vertical angle between the measuring station and the nearest target point according to the forward coordinate data, rotating the sighting part of the intelligent total station to the vertical angle and fixing, rotating the sighting part along the horizontal plane for one circle according to the searching function to search the target prism, and unfolding for automatic observation after the target prism is found.
Preferably, the method further comprises, after finding the target prism, that is, after expanding the automatic observation:
when the automatic observation is performed, the wireless control end sends a command to acquire temperature, humidity and air pressure information acquired by the weather sensing units at each target point, and corrects each distance observation value by combining the weather information acquired by the wireless control end, after the observation task of the observation station is completed, the wireless control end sends a command to enable the vertical steering engine direction of the multifunctional prism at each target point to be zeroed, the multifunctional prism is restored to the control network point, and the next control network point is unfolded for observation until the observation of all the control network points is completed.
The invention has the advantages that:
aiming at the problem that the operation is time-consuming and labor-consuming caused by the fact that the distance between each control network point is far when the control network is restored, the multifunctional prism is arranged at each control network point, the wireless control end at the measuring station and the wireless terminal at the target point can be utilized to automatically control the target prism to face the intelligent total station, the technical problem of management of the phenomenon of labor-consuming and the like caused by the fact that more operators are needed to exist simultaneously when the control network is restored in the past is effectively solved, the efficiency of the control network is improved, and the manpower and material resources consumed by the control network restoration are saved. In addition, the control network points in the industry are generally arranged in mountain areas at present, and the method only needs to carry equipment three times through the control network points by a single person under ideal conditions by means of simple mountain road intercommunication, steep mountain roads and inconvenient traffic, so that series of uncertain factors such as personnel safety, instrument loss and the like, which are caused by the fact that instruments need to be carried to walk the mountain roads during the conventional control network retest, are effectively reduced. This is of great importance for improving the efficiency and degree of automation of engineering measurements.
Drawings
Fig. 1 is a schematic diagram of a multifunctional prism structure for rapid retesting of a control network based on an intelligent total station according to an embodiment of the present invention;
FIG. 2 is a flow chart of a method for rapid retesting of a control network based on an intelligent total station according to an embodiment of the present invention;
FIG. 3 is a schematic diagram of a control network rapid retest based on an intelligent total station according to an embodiment of the present invention;
fig. 4 is a schematic diagram of a specific network point arrangement of a plane control network in a dam area of a hydropower station according to an embodiment of the invention.
In the figure, a 1-vertical steering engine; 2-a horizontal steering engine; 3-an electronic compass; 4-a weather sensing unit; 5-a prism support; 6-fastening a joint; 7-an optical centralizer; 8-tube leveling of bubbles; 9-foot spiral; 10-round level bubbles; 11-a wireless terminal; 12-a power supply unit; 13-communication data line.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
It can be appreciated that based on the defects in the background technology, the invention discloses a control network rapid retesting device based on an intelligent total station, which comprises a multifunctional prism, wherein the multifunctional prism used in the embodiment is constructed by two digital steering engines, a sensing electronic compass 3, a meteorological sensing unit 4, a LoRa wireless communication module and a mobile storage battery. Specifically, as shown in fig. 1, the multifunctional prism includes: the device comprises a prism bracket 5, a vertical steering engine 1, a horizontal steering engine 2, an electronic compass 3 and an air image sensing unit 4; a step of
The prism support 5 is provided with a vertical steering engine 1, a horizontal steering engine 2, an electronic compass 3 and an air image sensing unit 4;
the vertical steering engine 1 is arranged on one side of the prism support 5, an output rotating shaft of the vertical steering engine 1 is connected with a horizontal central shaft of the prism support 5, torque in the vertical direction is provided, and rotation of the prism in the vertical direction is controlled;
the horizontal steering engine 2 is fixed on the prism base, and an output rotating shaft of the horizontal steering engine 2 is connected with a vertical central shaft of the prism support 5 to provide torque in the horizontal direction and control the rotation of the prism in the horizontal direction;
an electronic compass 3, wherein the electronic compass 3 is horizontally arranged on the prism support 5 and keeps consistent with the horizontal direction of the prism support 5;
and the weather sensing unit 4 is arranged on the other side of the prism support 5, which is far away from the vertical steering engine 1, and is used for reading weather information around the prism.
In this embodiment, in actual use, the vertical direction is set to be the zeroing direction of the vertical steering engine 1, and the weather sensing unit 4 can read the temperature, humidity and air pressure weather information around the prism. The meteorological sensing unit 4, the vertical steering engine 1, the horizontal steering engine 2 and the electronic compass 3 are all connected with the wireless terminal 11 through the communication data line 13, and the wireless terminal 11 is set to be a Lora wireless communication module and is responsible for receiving commands from the wireless control end and feeding back data to the wireless control end. When the wireless control system is used, the wireless control end is arranged at the station measuring point and is connected with the computer. The weather sensing unit 4, the vertical steering engine 1, the horizontal steering engine 2, the electronic compass 3 and the wireless terminal 11 are all connected with the power supply unit 12, the weather sensing unit 4, the vertical steering engine 1, the horizontal steering engine 2, the electronic compass 3, the wireless terminal 11 and the power supply unit 12 all have waterproof functions, the power supply unit 12 can be charged repeatedly, and all observation tasks of a control network can be guaranteed to be completed after the weather sensing unit is full of the weather sensing unit, the vertical steering engine 1, the horizontal steering engine 2, the electronic compass 3 and the wireless terminal 11.
The bottom end of the horizontal steering engine 2 is provided with a base, the base comprises an optical centralizer 7 and a foot screw 9, the optical centralizer 7 is arranged on the foot screw 9, and a tube level bubble 8 is arranged on the base at a position close to the optical centralizer 7 and used for keeping the optical centralizer 7 on a horizontal plane. In order to maintain the horizontal reference of the foot screw 9, a circular level bubble 10 is provided at the top end of the foot screw 9. In order to adjust the mounting position of the horizontal steering engine 2, a fastening joint 6 is further mounted on the side edge of the horizontal steering engine 2.
The invention also provides a control network rapid retest method based on the intelligent total station, which is applied to the control network rapid retest device based on the intelligent total station, and comprises the steps of erecting and rotating the intelligent total station and automatically executing an observation task; fig. 2 is a flowchart of a method for quickly retesting a control network based on an intelligent total station according to an embodiment of the present invention, specifically referring to fig. 2, the retesting method includes the following steps:
for a control network with N control network points, installing a multifunctional prism on each control network point, and recording the corresponding relation between each control network point and the multifunctional prism;
a control network is selected as a measuring station, the control network in the observation range of the measuring station is called a target point, a multifunctional prism at the measuring station is taken down, an intelligent total station is erected, a wireless control end at the measuring station calculates the spatial relationship between the vertical angle and the horizontal angle between each target point and the measuring station according to the forward-looking coordinates of each target point, and the multifunctional prism of the target point in the observation range is fully oriented to the intelligent total station according to the spatial relationship;
after capturing any target in the observation range, the intelligent total station expands retest on other target points according to the forward-looking coordinates of the target points in the observation range and the spatial relationship and combining an automatic target recognition function;
when the repeated measurement task is completed, all the multifunctional prisms are recovered; and when the retest task is not completed, restoring the station, and rotating to the next station for unfolding and observing.
The invention aims at the problem that when the control network is reset, the operation is time-consuming and labor-consuming due to the fact that the distance between each control network point is far, the multifunctional prism is arranged at each control network point, the wireless control end at the measuring station and the wireless terminal at the target point can be utilized to automatically control the target prism to face the intelligent total station, the technical problem of management of the shack phenomenon caused by the fact that more operators are needed to exist at the same time when the control network is reset in the past is solved, the efficiency of the control network is improved, and the manpower and material resources consumed by the control network is saved. The method provided by the embodiment of the invention can complete the retest task only by carrying the equipment by a single person for three times through the control network under ideal conditions, and effectively reduces the series of uncertain factors such as personnel safety, instrument loss and the like which exist when the control network retests and needs to carry the instrument to walk mountain roads.
In this embodiment, the embodiment of the present invention will be described in further detail with reference to the accompanying drawings. The control network rapid retest method based on the intelligent total station provided by the embodiment of the invention specifically comprises the following steps:
(1) Control network measurement preparation: for a control network with N control net points, installing N multifunctional prisms on the forced observation piers of each control net point and leveling, and recording the corresponding relation between each multifunctional prism and the control net point so as to accurately control the rotation of the multifunctional prism during observation. Each multifunctional prism is in a low-power-consumption dormant state after being installed;
(2) And (3) adjusting the orientation of the prism: the retest is carried out on a control network with N control network points, the intelligent total station is required to be erected on each control network point one by one, and a plurality of control network points with multifunctional prisms installed in the observation range are used as targets for observation. The control network point where the intelligent total station is erected is called a measuring station, and a plurality of control network points in the observation range are called target points. Fig. 3 is a schematic diagram of a control network based on an intelligent total station according to an embodiment of the present invention, specifically as shown in fig. 3,
taking one station of the N control network points as an example, dividing all the control network points into A, B, C, D, E, F, G; erecting a multifunctional prism on each control net point, and setting the forward-period coordinate as (x) s ,y S ,z S ) Which is provided withAnd (3) taking down the multifunctional prism installed at the control site A and erecting an intelligent total station, namely a station measuring point. And a wireless control end is arranged at the station measuring point and is connected with a computer. The wireless control terminal generally comprises a Lora wireless communication module and a weather sensing unit 4, wherein the Lora wireless communication module is responsible for sending commands to and receiving data from the wireless terminals 11 of the multifunctional prisms. The observation range of the measuring station is provided with M target points, and the wireless control end at the measuring station is used for sending a command to acquire the electronic compass values of the multifunctional prism on the M target points according to the corresponding relation between the multifunctional prism and each control network pointAnd obtaining the horizontal orientation information of each prism. Let the forward coordinates of the target point i (i=1, 2, … M) be (x) i ,y i ,z i ) From this, the quadrant angle R between the measuring station and the target point i can be calculated i :
Wherein y is i The current Y-axis coordinate expressed as the target point i; y is S The past Y-axis coordinates expressed as the survey site; x is x i The current X-axis coordinate expressed as the target point i; x is x S Expressed as the past X-axis coordinates of the survey site.
Its coordinate azimuth angle beta i The method comprises the following steps:
wherein R is i Represented as the quadrant angle between the survey site and the target point i;
then the horizontal angle value theta of the horizontal steering engine 2 of the multifunctional prism at the target point i, which needs to be rotated, can be calculated i The method comprises the following steps:
wherein beta is i Expressed as the coordinate azimuth between the survey site and the target point i; />The electronic compass value is expressed as the acquired multi-functional prism at the target point i; the instrument height at the measuring station is h s The height of the multifunctional prism at the target point i is t, and when the multifunctional prism is generally constructed, the height of the multifunctional prism is ensured to be consistent, and then the height difference h between the measuring station and the target point i is measured i The method comprises the following steps:
h i =(z i +t)-(z s +h s )
Z i the current Z-axis coordinate expressed as a target point i; z S The past Z-axis coordinate is expressed as a measuring station;
then the vertical angle value alpha of the vertical steering engine 1 of the multifunctional prism at the target point i, which needs to be rotated, can be calculated i The method comprises the following steps:
y i the current Y-axis coordinate expressed as the target point i; y is S The past Y-axis coordinates expressed as the survey site;
x i the current X-axis coordinate expressed as the target point i; x is x S The past X-axis coordinates expressed as the survey site;
from the calculated theta i And alpha i The wireless control end sends a command to control the horizontal steering engine and the vertical steering engine of the corresponding multifunctional prism to rotate, so that the target prism faces to the station to be measured, and then the intelligent total station starts to execute the observation task of the station to be measured.
(3) Retesting of control network: after the target prisms are controlled to face the measuring station, the spatial relationship such as the vertical angle, the horizontal angle and the like between the target points and the measuring station can be calculated according to the forward-phase coordinates of the control network points. The intelligent total station can be used for unfolding and observing each target point according to the spatial relationship and combining an automatic target recognition function, and the precondition is that the intelligent total station can aim at any target point. At this time, the following two processes can be performed according to the actual situation: (1) under the condition that the field of view of a measured area is good or the distances between all control points are relatively close, a measurer can determine the approximate direction of at least one target point of the measuring station, then the measurer aims the intelligent total station at the measuring station at the target point for one-time observation, the serial numbers of the aimed control points can be determined by combining forward coordinate data according to the observed distance information, the horizontal included angle relation between the intelligent total station and other target points can be calculated, and then automatic observation is expanded. (2) If the distance between each control network point in the measuring area is far, the measurer cannot determine the approximate direction of any target point of the measuring station, at the moment, the vertical angle between the measuring station and the nearest target point can be calculated by utilizing the forward coordinate data, then the sighting part of the intelligent total station is rotated to the vertical angle and fixed, the searching function is utilized to rotate along the horizontal plane for searching the target prism for one circle, and the automatic observation can be similarly carried out by (1) unfolding after the target prism is found. When in automatic observation, the wireless control end sends a command to acquire temperature, humidity and air pressure information acquired by the weather sensing unit at each target point, and the temperature, the humidity and the air pressure information are combined with the weather information acquired by the wireless control end to correct each distance observation value. After the observation task of the measuring station is completed, the wireless control end sends a command to enable the vertical steering engine direction of the multifunctional prism at each target to return to zero, and meanwhile, each multifunctional prism enters a low-power-consumption dormant state. And taking down the intelligent total station at the station to restore the multifunctional prism taken down before to the control network point. And carrying the intelligent total station and the wireless control terminal to go to the next control site for unfolding observation until the observation of all the control sites is completed, and recovering the multifunctional prism.
In this embodiment, the coordinate system of the control network should be generally a gaussian projection rectangular coordinate system, and the difference between the north direction of the coordinate and the north direction of the magnetic field provided by the electronic compass is negligible when the prism horizontal orientation is adjusted. If the control network adopts an independent coordinate system, the horizontal orientation of the prism can be correctly adjusted by considering the included angle between the north direction and the magnetic north direction of the independent coordinate system.
The method and the device of the invention are used: taking a hydropower station as an example, the specific network point arrangement is shown in fig. 4, the network points are divided into TS01, TS02, TS03, TS04, TS05, TS06 and TS07, and multifunctional prisms are respectively erected on each network point, and the plane control network of the dam area of the hydropower station is known to be designed into national first-class plane network observation (corner comprehensive network), and the total number of the plane network points is 7, and the number of the plane network points is 15. All plane net points are arranged on the bank slopes at two sides of the dam area, and concrete observation standard piers of the forced centering device are adopted. The road to each site is provided with a simple mountain road, the mountain road is steep, and the traffic is very inconvenient.
The coordinate system of the control network is known as a Gaussian projection rectangular coordinate system, and the difference between the north direction of the coordinate and the magnetic north direction provided by the electronic compass can be ignored when the horizontal orientation of the prism is adjusted; the past coordinate information of the control network exists, and the coordinate information of each control network point is shown in the following table:
TABLE 1 past coordinates of each net point of dam area control network of certain hydropower station
Sequence number | Control network point | X(m) | Y(m) | Elevation (m) |
1 | TS01 | 3515.27 | 5056.37 | 339.4688 |
2 | TS02 | 3051.73 | 4479.05 | 327.8501 |
3 | TS03 | 3693.36 | 4466.21 | 327.5775 |
4 | TS04 | 3415.29 | 3900.48 | 346.3231 |
5 | TS05 | 3810.18 | 4045.28 | 385.7531 |
6 | TS06 | 3515.59 | 3657.63 | 373.5567 |
7 | TS07 | 3950.32 | 3814.12 | 357.6212 |
Firstly, a measurer A carries 7 multifunctional prisms and sequentially goes to each control network point for installation, and the method comprises the following steps: centering and leveling the prism; adjusting the vertical steering engine direction of the multifunctional prism to return to zero; recording the corresponding relation between the multifunctional prism and the control net point; and connecting each device with the power supply unit and enabling the multifunctional prism to enter a low-power-consumption dormant state.
Taking the control website TS01 as an example, and taking the control website TS01 as a measuring site, and taking control websites TS02, TS04 and TS03 in the observation range as target points; the surveyor A establishes an intelligent total station at a measuring station TS01 to start to execute an observation task, and the method comprises the following specific steps:
(1) The operation computer of the measurer A utilizes the wireless control end to send commands to respectively obtain the electronic compass values of the multifunctional prisms at the target points TS02, TS04 and TS03The results were read as follows:
table 2, electronic compass values for each target point in observation range of measuring station TS01
Calculating by using the forward coordinates to obtain a horizontal angle value theta required to be rotated by a horizontal steering engine of the multifunctional prism at the target point i i The calculation process is as follows:
table 3, horizontal angle value θ of horizontal steering engine required to rotate at each target point in observation range of station TS01 i
The instrument height at the measuring station of the measuring staff A is h TS01 If the prism height of the multifunctional prism is t=0.3m, the vertical angle value α of the vertical steering engine of the multifunctional prism at the target point i to be rotated can be calculated i The calculation process is as follows:
table 4 vertical angle value alpha of vertical steering engine to be rotated at each target point in observation range of measuring station TS01 i
(2) And the surveyor A sends the calculation result to the wireless terminal at each corresponding target prism by using the wireless control terminal at the measuring station, and controls the steering engine to rotate so that the target prism faces the intelligent total station.
(3) The observation test has good field of view, and the measurer A can determine the approximate direction of a certain target point, so that the measurer A aims the intelligent total station at the target point for one observation to obtain the observed distance information s= 616.4432m, and the measurer A determines the target point as a control network point TS03 in combination with the forward-phase coordinate information; and then the computer can calculate the spatial relationship such as the vertical angle, the horizontal angle and the like between the other target points and the measuring station. According to the calculated spatial relationship, the intelligent total station can be combined with an automatic target recognition function to develop automatic observation for each target point. During automatic observation, the wireless control end can read weather information corresponding to the multifunctional prism for correcting the distance observation value.
(4) After the observation task at the measuring station TS01 is completed, the measurer A sends a command by utilizing the wireless control end to enable the vertical steering engine directions of the multifunctional prisms at the target points TS02, TS04 and TS03 to be zeroed, and meanwhile, each multifunctional prism enters a low-power-consumption dormant state. Taking down an intelligent total station at a measuring station TS01 by a measurer A, and restoring the previously taken down multifunctional prism to a control station TS 01; carrying the intelligent total station and the wireless control terminal to go to the next control network point for unfolding observation.
(5) And the measurer A sequentially goes to each control site until the observation of all the control sites is completed, and the multifunctional prism is recovered.
In summary, compared with the previous control network retest method, the control network rapid retest method based on the intelligent total station in this embodiment effectively reduces operators and avoids various risks such as personnel safety, low efficiency, instrument loss and the like caused by excessive operators; various expenses for the current observation task are saved; meanwhile, compared with the conventional control network retest, the experimental scheme of the embodiment saves a great amount of time, effectively shortens the construction period, and is beneficial to timely developing work of subsequent engineering. The multifunctional prism in this embodiment has the functions of wirelessly receiving and transmitting information, automatically controlling the rotation of the steering engine, reading surrounding induction information, automatically processing data and the like, and has important significance for improving the automation level in the field.
The specific embodiments described herein are offered by way of example only to illustrate the spirit of the invention. Those skilled in the art may make modifications or additions to the described embodiments or substitutions thereof without departing from the spirit of the invention or its scope as defined in the accompanying claims.
Claims (10)
1. The utility model provides a quick retest device of control network based on intelligent total powerstation, includes multi-functional prism, its characterized in that, multi-functional prism includes:
the device comprises a prism support, wherein a vertical steering engine, a horizontal steering engine, an electronic compass and a weather sensing unit are arranged on the prism support; wherein,,
the vertical steering engine is arranged on one side of the prism support, an output rotating shaft of the vertical steering engine is connected with a horizontal central shaft of the prism support, torque in the vertical direction is provided, and rotation of the prism in the vertical direction is controlled;
the horizontal steering engine is fixed on the prism base, and an output rotating shaft of the horizontal steering engine is connected with a vertical central shaft of the prism support to provide torque in the horizontal direction and control the rotation of the prism in the horizontal direction;
the electronic compass is horizontally arranged on the prism support and keeps consistent with the horizontal direction of the prism support;
the weather sensing unit is arranged on the other side of the prism support, far away from the vertical steering engine, and is used for reading weather information around the prism.
2. The control network rapid retest device based on the intelligent total station according to claim 1, wherein the meteorological sensing unit, the vertical steering engine, the horizontal steering engine and the electronic compass are all connected with a wireless terminal through communication data lines, and the wireless terminal is connected with the wireless terminal and is responsible for receiving commands from a wireless control end and feeding back data to the wireless control end.
3. The control network rapid retest device based on the intelligent total station according to claim 2, wherein the meteorological sensing unit, the vertical steering engine, the horizontal steering engine, the electronic compass and the wireless terminal are all connected with a power supply unit, and the power supply unit can be charged repeatedly.
4. The control network rapid retest device based on intelligent total powerstation according to claim 1, wherein a base is arranged at the bottom end of the horizontal steering engine, the base comprises an optical centralizer and a foot screw, the optical centralizer is arranged on the foot screw, a tube level bubble is arranged on the base at a position close to the optical centralizer, and a round level bubble is arranged at the top end of the foot screw.
5. A control network rapid retest method based on an intelligent total station, which is applied to the multifunctional prism according to any one of claims 1-4, and is characterized in that the retest method comprises the following steps:
for a control network with N control network points, installing a multifunctional prism on each control network point, and recording the corresponding relation between each control network point and the multifunctional prism;
a control network is selected as a measuring station, the control network in the observation range of the measuring station is called a target point, a multifunctional prism at the measuring station is taken down, an intelligent total station is erected, a wireless control end at the measuring station calculates the spatial relationship between the vertical angle and the horizontal angle between each target point and the measuring station according to the forward-looking coordinates of each target point, and the multifunctional prism of the target point in the observation range is fully oriented to the intelligent total station according to the spatial relationship;
after capturing any target in the observation range, the intelligent total station expands retest on other target points according to the forward-looking coordinates of the target points in the observation range and the spatial relationship and combining an automatic target recognition function;
when the repeated measurement task is completed, all the multifunctional prisms are recovered; and when the retest task is not completed, restoring the station, and rotating to the next station for unfolding and observing.
6. The method for rapidly retesting control network based on intelligent total station according to claim 5, wherein the wireless control terminal at the station calculates the spatial relationship between the vertical angle and the horizontal angle between each target point and the station according to the forward-phase coordinates of each target point, and the method for fully orienting the multifunctional prism of the target point in the observation range to the intelligent total station according to the spatial relationship comprises:
calculating to obtain a horizontal angle value of the horizontal steering engine of the multifunctional prism at the target point and a vertical angle value of the vertical steering engine of the multifunctional prism at the target point;
according to the calculated horizontal angle value and the vertical angle value, the wireless control end sends a command to control the horizontal steering engine and the vertical steering engine of the corresponding multifunctional prism to rotate, so that the target prism faces to the measuring station, and then the intelligent total station starts to execute the observation task of the measuring station.
7. The method for rapidly retesting the control network based on the intelligent total station according to claim 5, wherein the coordinate system of the control network is a Gaussian projection rectangular coordinate system or an independent coordinate system.
8. The method for quickly retesting a control network based on an intelligent total station according to claim 5, wherein after any target in an observation range is captured by the intelligent total station, the method for retesting other target points according to the forward-looking coordinates of the target point in the observation range and the spatial relationship and combining an automatic target recognition function comprises the following steps: if the visual field is good in the observation range or is in the visual distance range of each control network point, determining the approximate direction of at least one target point of the measuring station, aiming the intelligent total station at the measuring station at the target point for one-time observation, determining the serial number of the aimed control network point according to the observed distance information and the forward coordinate data, calculating the horizontal included angle relation with other target points, and further expanding automatic observation.
9. The method for quickly retesting a control network based on an intelligent total station according to claim 8, wherein after any target in an observation range is captured by the intelligent total station, the method for retesting other target points according to the forward-looking coordinates of the target point in the observation range and the spatial relationship and combining an automatic target recognition function further comprises: if each control network point in the observation range exceeds the range of the sight, a measurer cannot determine the approximate direction of any target point of the measurement station, calculates the vertical angle between the measurement station and the nearest target point according to the forward coordinate data, rotates the aiming part of the intelligent total station to the vertical angle and fixes the aiming part, and searches the target prism by rotating the aiming part for one circle along the horizontal plane according to the searching function, and expands automatic observation after the target prism is found.
10. The method for rapid retesting of a control network based on an intelligent total station according to claim 9, wherein the method further comprises, after finding the target prism and expanding the automatic observation:
when the automatic observation is performed, the wireless control end sends a command to acquire temperature, humidity and air pressure information acquired by the weather sensing units at each target point, and corrects each distance observation value by combining the weather information acquired by the wireless control end, after the observation task of the observation site is completed, the wireless control end sends a command to enable the vertical steering engine direction of the multifunctional prism at each target point to be zeroed, the multifunctional prism is restored to the control site, and the next control site is unfolded for observation until the observation of all the control sites is completed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202310128707.XA CN116295294A (en) | 2023-02-14 | 2023-02-14 | Control network rapid retest device and method based on intelligent total station |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202310128707.XA CN116295294A (en) | 2023-02-14 | 2023-02-14 | Control network rapid retest device and method based on intelligent total station |
Publications (1)
Publication Number | Publication Date |
---|---|
CN116295294A true CN116295294A (en) | 2023-06-23 |
Family
ID=86827914
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202310128707.XA Pending CN116295294A (en) | 2023-02-14 | 2023-02-14 | Control network rapid retest device and method based on intelligent total station |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN116295294A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN116858197A (en) * | 2023-07-10 | 2023-10-10 | 北京龙软科技股份有限公司 | Limited space measurement robot device and application method |
-
2023
- 2023-02-14 CN CN202310128707.XA patent/CN116295294A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN116858197A (en) * | 2023-07-10 | 2023-10-10 | 北京龙软科技股份有限公司 | Limited space measurement robot device and application method |
CN116858197B (en) * | 2023-07-10 | 2024-02-06 | 北京龙软科技股份有限公司 | Limited space measurement robot device and application method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US11519724B2 (en) | Method for monitoring ground settlement based on computer vision | |
CN205691120U (en) | A kind of topography mapping device of UAV flight's total powerstation | |
CN106526636B (en) | High-precision deformation monitoring device and method based on Beidou positioning | |
CN104964673B (en) | It is a kind of can positioning and orientation close range photogrammetric system and measuring method | |
CN109033592B (en) | BIM lofting method for special-shaped veneer | |
CN110940354B (en) | Calibration method for strapdown inertial navigation installation attitude of photoelectric tracking system | |
CN108871266A (en) | Automatic settlement monitoring method based on intermediate method triangle elevation method | |
CN102620710B (en) | Method and system for measuring and calculating data | |
CN108572379B (en) | Communication base station site selection exploration method based on unmanned aerial vehicle | |
CN100504296C (en) | Total station instrument combined orientation method based on optical fiber gyro | |
CN102721371A (en) | Device and method for calculating sag of power transmission line | |
CN116295294A (en) | Control network rapid retest device and method based on intelligent total station | |
CN103759727A (en) | Navigation and positioning method based on sky polarized light distribution mode | |
CN104807440A (en) | Full automatic high-frequency ground settlement monitoring method for airport | |
CN114046770A (en) | Marine settlement observation and measurement method | |
CN112964237B (en) | Measurement control system, method and device for construction engineering and computer equipment | |
WO2014036776A1 (en) | Combined gps measuring device | |
CN204649186U (en) | communication base station antenna attitude tester | |
CN111413664B (en) | Orientation precision test method of ultrashort wave orientation instrument in-situ test system | |
CN113984018A (en) | Site digital standard investigation method based on mobile phone positioning | |
CN110345906A (en) | The real-time level measurement method and measuring device of tunnel arch top settlement | |
CN111945564B (en) | Construction method and construction system for jacking frame bridge | |
CN202757622U (en) | Data calculation system | |
CN105737754A (en) | Method of measuring swinging deformation of high-rise building | |
CN206369811U (en) | A kind of high-precision deformation monitoring device positioned based on the Big Dipper |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |