CN105547265B - It is a kind of to realize supermatic engineering survey method - Google Patents

It is a kind of to realize supermatic engineering survey method Download PDF

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Publication number
CN105547265B
CN105547265B CN201511031608.1A CN201511031608A CN105547265B CN 105547265 B CN105547265 B CN 105547265B CN 201511031608 A CN201511031608 A CN 201511031608A CN 105547265 B CN105547265 B CN 105547265B
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measurement
engineering
processing terminal
file
supermatic
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Expired - Fee Related
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CN201511031608.1A
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CN105547265A (en
Inventor
黄永地
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Sichuan Ruoyu Technology Co Ltd
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Sichuan Ruoyu Technology Co Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C15/00Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F17/00Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/40Data acquisition and logging
    • GPHYSICS
    • G08SIGNALLING
    • G08CTRANSMISSION SYSTEMS FOR MEASURED VALUES, CONTROL OR SIMILAR SIGNALS
    • G08C17/00Arrangements for transmitting signals characterised by the use of a wireless electrical link
    • G08C17/02Arrangements for transmitting signals characterised by the use of a wireless electrical link using a radio link

Abstract

The present invention relates to engineering measuring technology fields, disclose a kind of engineering survey method for realizing highly difficult automation.The engineering survey method, by combining computer technology, mechanics of communication and engineering automatic measurement technology, can be carried out automatically during engineering survey DATA REASONING, data processing, data analysis and at seal record etc. behaviors, to can realize integrate rapid survey, inerrancy measurement, without threshold measurement, intuitive measurement and with no paper measurement the advantages that increasingly automated measurement, it allows measurement work to become easily simple and efficiently and accurately, is easy to be extended and applied.

Description

It is a kind of to realize supermatic engineering survey method
Technical field
The present invention relates to engineering measuring technology fields, and in particular, to a kind of to realize supermatic engineering survey side Method.
Background technique
In current engineering survey industry, generallys use total station+program calculator and measure setting-out work, i.e., first Angle measurement and ranging are carried out to target measuring point using total station, then raw measurement data is calculated by program calculator again Processing obtains the measurement result for being directed to the target measuring point.There are great limitations in actual measurement work for this measurement method Property, it is mainly manifested in following several respects: (1) simple surveying setting-out work can only be carried out, it will be because calculating for complicated engineering Complexity is without easy to operate;(2) raw measurement data can only be inputted using manual input method, and data inputting is extremely slow, seriously Influence surveying and locating efficiency;(3) Measurement results can only be showed by data mode, and survey crew is needed to have stronger sky Between visionary, by artificially judging the accuracy of Measurement results, easily because of Measurement results mistake caused by artificial error in judgement; (4) measurement data and calculating achievement can not be automatically recorded, survey crew scene is needed to carry out manual clerking, easily causes record wrong Accidentally, larger to later period data and achievement writing difficulty;(5) require survey crew that must have higher measurement level and programming energy Power is unfavorable for the development of measurement cause.
Summary of the invention
For the limitation of aforementioned current engineering survey method, the present invention provides one kind, and supermatic work can be achieved Journey measurement method can during engineering survey by combining computer technology, mechanics of communication and engineering automatic measurement technology It is automatic to carry out DATA REASONING, data processing, data analysis and at behaviors such as seal records, so that collection rapid survey, error-free can be realized It accidentally measures, measured without threshold, intuitively measurement and with no paper the advantages that measuring in integrated increasingly automated measurement, allow and measure work Become easily simple and efficiently and accurately, is easy to be extended and applied.
The technical solution adopted by the present invention provides a kind of supermatic engineering survey method of realization, including as follows Step: S101. processing terminal sends measurement instruction to measuring instrument;S102. measuring instrument receives the measurement instruction, and according to described Measurement instruction measures target measuring point, obtains and sends raw measurement data to processing terminal;S103. processing terminal receives The raw measurement data, and calculated by three-dimensional coordinate, obtain the three-dimensional coordinate of target measuring point;S104. processing terminal is to institute It states three-dimensional coordinate and carries out the analysis of azimuth angle of normal comparison method, determine absolute fix of the target measuring point in purpose project, and according to The absolute fix and engineering design element factor calculation obtain design position of the target measuring point in purpose project;S105. processing is whole End judges whether the raw measurement data is qualified according to the absolute fix and the design position, if it is determined that the original survey Data qualifier is measured, then engineering pattern file and measurement recording text file are generated according to the absolute fix;S106. processing terminal It shows the engineering pattern file, and saves the engineering pattern file and the measurement recording text file.The step S101 to S106 provides a kind of combination computer technology, the engineering survey method of mechanics of communication and engineering automatic measurement technology, Can be carried out automatically during engineering survey DATA REASONING, data processing, data analysis and at seal record etc. behaviors, so as to Realize integrate rapid survey, inerrancy measurement, without threshold measurement, intuitive measurement and with no paper measurement the advantages that height certainly Dynamicization measurement allows measurement work to become easily simple and efficiently and accurately, is easy to be extended and applied.
Specifically, further including following steps in the step S105: S201. is not if it is determined that the raw measurement data conforms to Lattice then calculate the adjusted value for adjusting the measuring instrument according to the absolute fix and the design position, then return and hold Row step S101.
Specifically, the processing terminal is communicated with the measuring instrument by wireless communication mode.Further specifically, The wireless communication mode is appointing in blue tooth wireless communication mode, WiFi wireless communication mode and ZigBee wireless communication mode It anticipates one kind.
Specifically, the engineering design element includes any one in horizontal curve, vertical curve, super-elevation and broadening and arch curve Or their any combination.
Specifically, the engineering image file be comprising any one in cross-sectional view, elevation and the plane location drawing or The JPG file or cad file of their any combination.
Specifically, the measurement recording text file is to include time of measuring, the raw measurement data, the actual measurement position Set the TXT file or Excel file with the design position.
Specifically, the absolute fix or the design position include pile No., direction, width, lateral coordinates and vertical seat Mark.
To sum up, supermatic engineering survey method is realized using provided by the present invention, have the following beneficial effects: (1) it by combining computer technology, mechanics of communication and engineering automatic measurement technology, can be carried out automatically during engineering survey DATA REASONING, data processing, data are analyzed and at behaviors such as seal records, collect rapid survey, inerrancy measurement, nothing to can realize The advantages that threshold measurement, intuitive measurement and with no paper measurement, in the increasingly automated measurement of one, allows measurement work to become light Simple and efficiently and accurately, is easy to be extended and applied;(2) workload of engineering survey can be greatly reduced, shorten time of measuring, And then save the duration of a project;(3) it can effectively reduce manpower demand, achieve the purpose that save labour;(4) it can be achieved high-precision Engineering survey effectively avoids the problem that engineering is done over again;(5) taking for processing terminal and bottom end measuring instrument can be facilitated by wireless communication With use, and the effect of make it have high-end measuring instrument, so as to greatly save the purchase cost of equipment.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with It obtains other drawings based on these drawings.
Fig. 1 is the supermatic engineering survey method flow diagram of realization provided by the invention.
Fig. 2 is the supermatic engineering survey system of realization provided by the invention.
Specific embodiment
Hereinafter reference will be made to the drawings, describes the supermatic work of realization provided by the invention in detail by way of example Journey measurement method.It should be noted that the descriptions of the manners of these embodiments are used to facilitate the understanding of the present invention, but not Constitute limitation of the invention.
Various technologies described herein can be used for but be not limited to engineering measuring technology field, can be also used for other classes Like field.
The terms "and/or", only a kind of incidence relation for describing affiliated partner, indicates that there may be three kinds of passes System, for example, A and/or B, can indicate: individualism A, individualism B exist simultaneously tri- kinds of situations of A and B, the terms "/and " it is to describe another affiliated partner relationship, indicate may exist two kinds of relationships, for example, A/ and B, can indicate: individually depositing In A, two kinds of situations of individualism A and B, in addition, character "/" herein, typicallying represent forward-backward correlation object is a kind of "or" pass System.
Embodiment one
Fig. 1 shows the first supermatic engineering survey method flow diagram of realization provided by the invention, Fig. 2 shows It is provided by the invention to realize supermatic engineering survey system.It is described to realize supermatic engineering survey method, Include the following steps.
S101. processing terminal sends measurement instruction to measuring instrument.
In step s101, the processing terminal is to execute application processing function and provide the electronics of human-computer interaction interface Equipment, while it can also establish with the measuring instrument and communicate to connect, specifically, the processing terminal can be, but not limited to as pen Remember the electronic equipments such as this computer, tablet computer and smart phone.The measuring instrument is according to the measurement instruction to target measuring point The measuring device of data acquisition is measured, while can also establish and communicate to connect with the processing terminal, specifically, the survey Amount instrument can be, but not limited to as measuring devices such as total stations.The measurement instruction is automatically generated by the processing terminal or is being grasped Generation under the manually controlling of work person, for instructing the measuring instrument to carry out DATA REASONING.In addition, the measurement instruction can also wrap Containing the adjusted value for instructing the measuring instrument adjust automatically alignment orientation.
Specifically, the processing terminal is communicated with the measuring instrument by wireless communication mode.Thus the processing Terminal can transmit wirelessly the raw measurement data of the feedback of measuring instrument described in the measurement instruction or wireless receiving, thus convenient Realize the measuring system for building wirelessization.As shown in Fig. 2, further specifically, the wireless communication mode can be, but not limited to For any one in blue tooth wireless communication mode, WiFi wireless communication mode and ZigBee wireless communication mode.As optimization , use Bluetooth wireless communication mode in the present embodiment, transmission have the advantages that small power consumption, stablize it is high, and to other letters The interference in road is also small.
S102. measuring instrument receives the measurement instruction, and is measured according to the measurement instruction to target measuring point, obtains And raw measurement data is sent to processing terminal.
In step s 102, the target measuring point can be when being not limited to be arranged in purpose project (such as road engineering, water Canal engineering and science of bridge building etc.) in design position prism holder.The measuring instrument is after the prism on alignment prism holder, Ji Kegen Target measuring point is measured according to the measurement instruction, such as measures the distance between the measuring instrument and prism and (obtains at this time Ranging data) and/or the measurement measuring instrument and prism angular referenced (obtaining angle measurement data at this time), obtain and surveyed for target The raw measurement data of point, such as ranging data and angle measurement data.Finally, the measuring instrument passes through wired or wireless communication modes The raw measurement data is fed back to the processing terminal, so that the measuring terminals carry out data processing.The measuring instrument pair The mode of quasi- prism, which can be, to be manually aligned, and is also possible to be aligned automatically according to the adjusted value (at this point, the survey Amount instruction is needed comprising the adjusted value).
S103. processing terminal receives the raw measurement data, and is calculated by three-dimensional coordinate, obtains the three of target measuring point Tie up coordinate.
In step s 103, the processing terminal, can be according to described original after receiving the raw measurement data Measurement data carries out the translation operation of three-dimensional coordinate, and then obtains the three-dimensional coordinate in three-dimensional system of coordinate of target measuring point.Institute State three-dimensional coordinate translation operation method can be, but not limited to using based on Taylor series expansion linear model conversion method or Three-dimensional coordinate conversion method based on Roderick matrix, as an optimization, the conversion of the three-dimensional coordinate is transported in the present embodiment Calculation method uses the three-dimensional coordinate conversion method based on Roderick matrix, without carrying out calculating and the iteration meter of trigonometric function It calculates, quickly obtains the three-dimensional coordinate of high-precision target measuring point.
S104. processing terminal carries out the analysis of azimuth angle of normal comparison method to the three-dimensional coordinate, determines target measuring point in mesh The absolute fix in engineering is marked, and target measuring point is obtained in purpose project according to the absolute fix and engineering design element factor calculation In design position.
In step S104, specifically, the absolute fix and the design position can be, but not limited to comprising pile No., side To, location parameters such as width, lateral coordinates and vertical coordinate.The engineering design element can be, but not limited to comprising horizontal curve, Any combination of any one or they in the design elements such as vertical curve, super-elevation and broadening and arch curve.Operator can root According to actual purpose project, corresponding engineering design element progress technology configuration is selected, on processing terminal accurately to calculate Obtain design position of the target measuring point in purpose project.Such as it when calculating the design position of target measuring point, can handle The design elements such as horizontal curve, vertical curve and arch curve are selected in terminal, and by the operation of processing terminal, are obtained target measuring point and existed The location parameters such as the pile No., direction, width, lateral coordinates and the vertical coordinate that are designed in science of bridge building.
S105. processing terminal judges whether the raw measurement data closes according to the absolute fix and the design position Lattice then generate engineering pattern file and measurement record text according to the absolute fix if it is determined that the raw measurement data is qualified This document.
In step s105, the processing terminal judge the raw measurement data whether He Ge method can with but it is unlimited In as follows: calculating the deviation of multiple location parameters in the absolute fix and the design position, such as orientation angle first Deviation, the deviation of width, the deviation of the deviation of lateral coordinates and vertical coordinate;Then these location parameters are calculated Average deviation percent value.If it is determined that the average deviation percent value is less than maximum tolerance deviation percent value, then determine The raw measurement data is qualified, otherwise determines that the raw measurement data is unqualified.The maximum tolerance deviation percent value It can be default value, or the numerical value manually set.
Specifically, the engineering image file can be, but not limited to as comprising cross-sectional view, elevation and the plane location drawing The JPG file or cad file of any one in equal figures or their any combination.The measurement recording text file can with but Be not limited to comprising time of measuring, the raw measurement data, the absolute fix and the design position TXT file or Excel file.Thus during engineering survey, the recordable initial data and achievement measured every time of the processing terminal, from And evade the generation of hand-kept mistake, while electronical record document (i.e. engineering pattern file and measurement recording text text can be made Part) it is saved for a long time, it is convenient to inquire, transfer and survey data arranges in the future, realize with no paper measurement.
Specifically, further including following steps in the step S105: S201. is not if it is determined that the raw measurement data conforms to Lattice then calculate the adjusted value for adjusting the measuring instrument according to the absolute fix and the design position, then return and hold Row step S101.After generating the adjusted value, by adjusted value load in measurement instruction to be sent, then again to institute It states measuring instrument and sends the measurement instruction, so as to guide the measuring instrument adjust automatically alignment orientation.Step is executed by circulation S101 to S105 can be iterated the engineering survey of formula automatically, finally obtain qualified measurement result.
S106. processing terminal shows the engineering pattern file, and saves the engineering pattern file and measurement note Record text file.
Abovementioned steps S101 to S106 provides a kind of combination computer technology, mechanics of communication and engineering automatic measurement technology Engineering survey method, can be carried out automatically during engineering survey DATA REASONING, data processing, data analysis and at seal The behaviors such as record, to can realize collection rapid survey, inerrancy measurement, be measured without threshold, intuitively measurement and with no paper measurement etc. are excellent Point allows measurement work to become easily simple and efficiently and accurately, is easy to be extended and applied in the increasingly automated measurement of one.
The method of the assessment text difficulty provided in this embodiment has the following technical effect that (1) passes through to combine and calculates Machine technology, mechanics of communication and engineering automatic measurement technology can carry out DATA REASONING, at data automatically during engineering survey It manages, data are analyzed and at behaviors such as seal records, are collected rapid survey, inerrancy measurement to can realize, measured without threshold, intuitively survey The advantages that amount and with no paper measurement, in the increasingly automated measurement of one, allows measurement work to become easily simple and efficiently quasi- Really, it is easy to be extended and applied;(2) workload of engineering survey can be greatly reduced, shorten time of measuring, and then save engineering work Phase;(3) it can effectively reduce manpower demand, achieve the purpose that save labour;(4) high-precision engineering survey can be achieved, effectively Avoid the problem that engineering is done over again;(5) collocation of processing terminal and bottom end measuring instrument can be facilitated to use by wireless communication, and make it There is the effect of high-end measuring instrument, so as to greatly save the purchase cost of equipment.
As described above, the present invention can be realized preferably.For a person skilled in the art, religion according to the present invention It leads, designs various forms of engineering survey methods for realizing highly difficult automation and do not need creative labor.It is not taking off These embodiments are changed in the case where from the principle and spirit of the invention, are modified, are replaced, are integrated and modification still falls within this In the protection scope of invention.

Claims (7)

1. a kind of realize supermatic engineering survey method, which comprises the steps of:
S101. processing terminal sends measurement instruction to measuring instrument;
S102. measuring instrument receives the measurement instruction, and is measured according to the measurement instruction to target measuring point, obtain and to Processing terminal sends raw measurement data, wherein described if the measurement instruction includes the adjusted value for adjusting the measuring instrument Measuring instrument is automatically aligned to the prism positioned at target measuring point before measuring to target measuring point, according to the adjusted value;
S103. processing terminal receives the raw measurement data, and is calculated by three-dimensional coordinate, obtains the three-dimensional of target measuring point and sits Mark;
S104. processing terminal carries out the analysis of azimuth angle of normal comparison method to the three-dimensional coordinate, determines target measuring point in target work Absolute fix in journey, and target measuring point is obtained in purpose project according to the absolute fix and engineering design element factor calculation Design position;
S105. processing terminal judges whether the raw measurement data is qualified according to the absolute fix and the design position, If it is determined that the raw measurement data is qualified, then engineering pattern file and measurement recording text text are generated according to the absolute fix Then part executes step S106, otherwise calculated according to the absolute fix and the design position for adjusting the measuring instrument Adjusted value, then return to step S101;
In the step S105, the processing terminal judges the original survey according to the absolute fix and the design position Measuring data, whether He Ge method includes the following steps: to calculate multiple positions in the absolute fix and the design position first Then the deviation of parameter calculates the average deviation percent value of these location parameters, finally if it is determined that the average deviation hundred Divide ratio to be less than maximum tolerance deviation percent value, then determines that the raw measurement data is qualified, otherwise determine the original survey Measure defect of data;
S106. processing terminal shows the engineering pattern file, and saves the engineering pattern file and measurement record text This document.
2. a kind of supermatic engineering survey method of realization as described in claim 1, which is characterized in that the processing is eventually End is communicated with the measuring instrument by wireless communication mode.
3. a kind of supermatic engineering survey method of realization as claimed in claim 2, which is characterized in that the channel radio News mode is any one in blue tooth wireless communication mode, WiFi wireless communication mode and ZigBee wireless communication mode.
4. a kind of supermatic engineering survey method of realization as described in claim 1, which is characterized in that the engineering is set Count any combination that element includes any one or they in horizontal curve, vertical curve, super-elevation and broadening and arch curve.
5. a kind of supermatic engineering survey method of realization as described in claim 1, which is characterized in that the engineering drawing As file be the JPG file comprising any one in cross-sectional view, elevation and the plane location drawing or their any combination or Cad file.
6. a kind of supermatic engineering survey method of realization as described in claim 1, which is characterized in that the measurement note Record text file is the TXT file comprising time of measuring, the raw measurement data, the absolute fix and the design position Or Excel file.
7. a kind of supermatic engineering survey method of realization as described in claim 1, which is characterized in that the actual measurement position It sets or the design position includes pile No., direction, width, lateral coordinates and vertical coordinate.
CN201511031608.1A 2015-12-31 2015-12-31 It is a kind of to realize supermatic engineering survey method Expired - Fee Related CN105547265B (en)

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