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47results about How to "Reduce field workload" patented technology

Three-dimensional optimizing route selection method based on airborne laser radar

The invention discloses a three-dimensional optimizing route selection method based on an airborne laser radar. The method comprises the following steps of: carrying out flight design according to a feasible route of a line, and acquiring flight field data by the laser radar according to design parameters; carrying out united computation on laser ranging data and POS system positioning data to obtain laser point cloud data through pre-processing the data; post-processing the data to obtain a point cloud classification map, a digital elevation model (DEM), a digital surface model (DSM), a contour line and a digital orthoimage map (DOM); importing into a three-dimensional optimizing route selection system, selecting a line route, checking peripheral landform of a line corridor, and carrying out optimization design on the line; combining with a three-dimensional image and a plane section, carrying out operations of pre-arranging poles and arranging poles in a route selection software, and outputting an image route diagram; and drawing the plane section of the route, and carrying out alignment survey. The method utilizes the section view and the orthoimage in the three-dimensional optimizing route selection system to realize the operations of pre-arranging the poles and arranging the poles, so as to generate a plane section diagram needed by power industry department, and the operation efficiency of route selection is improved.
Owner:MIANYANG SKYEYE LASER TECH

Existing railway line retesting method based on on-board laser radar technology

The invention discloses an existing railway line retesting method based on the on-board laser radar technology. Firstly, control marks are arranged along a railway to be tested at preset intervals; secondly, position coordinates of the center point of each control mark on a railway engineering coordinate system are measured; thirdly, laser point cloud data and image data of rails, railway equipment and facilitates (such as annunciators, turnouts and contact net rods), terrain around the railway and the control marks along the railway are obtained, and colors of the image data are assigned to corresponding laser point cloud data; fourthly, the obtained colorized laser point cloud data are subjected to precision refining treatment with the position coordinates of the control marks as reference points, so that errors in the colorized laser point cloud data are eliminated; fifthly, rail surface linear laser point data are extracted from the colorized laser point cloud data subjected to the precision refining treatment; and sixthly, the line type of the existing railway is restored through the rail surface linear laser point data. Information of the existing line is accurately obtained under the condition that operation of the railway is not influenced.
Owner:CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP

Method for forecasting rock blasting damage depth of nuclear power projects

The invention relates to a method for forecasting rock blasting damage depth of nuclear power projects. The method comprises the following steps of performing the blasting vibration testing to determine a site vibration attenuation rule; performing the sound wave testing to primarily determine the rock damage depth; performing the finite element numerical simulation, and calculating the rock particle vibration speed and rock blasting damage depth; respectively establishing the change rules of the particle peak vibration speed (1m away from a blasting source R) along with the rock blasting damage depth under the step blasting and pre-fracturing blasting types; substituting the explosive charging quantity Q0 of an actual section into the site blasting vibration attenuation rule and the change rules of the particle peak vibration speed along with the rock blasting damage depth, so as to forecast the blasting damage depth caused by the explosive charging quantity. The method has the characteristics that one part of site sound wave testing can be replaced with the numerical simulation, the site testing frequency is reduced, the field workload is reduced, and the construction efficiency is improved; the site blasting group hole effect is comprehensively considered, the forecasting is accurate, and the operation is convenient and rapid.
Owner:INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI

Continuous acquisition method for three-dimensional information of indoor environment

The invention relates to a continuous acquisition method for the three-dimensional information of an indoor environment. The method comprises the following operation steps: acquiring point cloud data by using an indoor mobile measuring system; selecting point clouds of line scanning of adjacent time quanta, carrying out feature searching and rough matching and calculating a relative geometrical relationship; constructing the relative positional relationship of all the line scanning point clouds in the whole acquisition time quantum; calculating the precise relative positional relationship of three-dimensional laser point clouds according to time and the roughly matched relative positional relationship; correcting the roughly matched relationship in the whole time quantum according to the precise positional relationship; comparing whether the relative relationship value of rough matching and precise matching is less than a threshold and checking whether all the data has been rectified; and repeating precise matching and correction if not, or otherwise, finishing acquisition of the three-dimensional information of space. The method has the advantages of a high degree of automation, rapidness and high efficiency.
Owner:WUHAN HI TARGET DIGITAL CLOUD TECH CO LTD

Method for confirming building floor area ratio based on digital image technology

The invention relates to a method for confirming building floor area ratio based on a digital image technology, which takes a personal digital assistant (PDA) and a digital camera as main means and takes GPS and a total station as auxiliary means to realize full digitalization collection and record of field work information. In a field work measurement, the PDA receives the positioning result of the GPS or the total station in real time through bluetooth communication and generates a field work investigation layer by combining with an existing base map in the PDA; the digital camera is utilized to shoot a building so as to obtain abundant building information; and an indoor data processing system can calculate the three-dimensional coordinate of a building corner point of a single image or a three-dimensional image, calculate a total building area, count the total area of a region and calculate the floor area ratio.
Owner:SOUTHEAST UNIV

Equipment and method for measuring earthwork through unmanned aerial vehicle

The invention relates to a method for measuring earth and rock by an unmanned aerial vehicle, comprising the following steps: S1 flight task planning and equipment selection; S2 performing flight task to obtain data; S3 establishing a three-dimensional model according to image data and geographic coordinate information; S4 combining engineering drawings and generating The three-dimensional model to calculate the earthwork volume of the survey area; S5 repeats the measurement at a certain time interval to calculate the engineering volume. The present invention can reduce the field workload and shorten the measurement period through the flight control system, satellite positioning system, flight data storage system and airborne camera set on the drone; avoid human intervention in the measurement process and affect the final measurement result, and The comparison and measurement of multiple sets of 3D models obtained by repeated measurement at a certain time interval can calculate the engineering quantity of earth and stone, which is beneficial to control the progress of the project.
Owner:张爱军

Method for obtaining digital photo orientation elements based on digital map

The invention provides a method for obtaining digital photo orientation elements based on a digital map. The method comprises the following steps: step 1, a digital photo and a digital map corresponding to the digital photo are shot, wherein the digital photo comprises at least five ground object points, and the digital map comprises homologous points corresponding to the ground object points; the ground object points and the homologous points are totally called as control points; the digital photo is provided with a phone two-dimensional coordinate system, and the digital map is provided with a digital map coordinate system; step 2, coordinates of the control points in the digital map coordinate system and the phone two-dimensional coordinate system and coordinates of a photo principal point in the phone two-dimensional coordinate system are obtained, wherein the photo principal point is a perpendicular foot point of a shooting lens center on the photo; and step 3, a photogrammetric coordinate system D-XDYDZD is established. The invention utilizes the prior digital map as a condition to calculate the orientation elements of a common digital image, thereby providing a simple, convenient and rapid low-cost path for obtaining three-dimensional space information and having small field operation workloads and low expense.
Owner:SOUTHEAST UNIV

GNSS high precision assisted unmanned plane aerotriangulation method

InactiveCN105823469AImproving the Efficiency of Low Altitude PhotogrammetryReduce field workloadPhotogrammetry/videogrammetryAviation4d imaging
The invention discloses a GNSS high-precision assisted unmanned aerial vehicle three-dimensional measurement method, which uses an airborne GNSS receiver, a GNSS base station receiver, and a camera for synchronous observation, including: the airborne GNSS receiver accurately records the exposure time of the camera, and uses a carrier After the phase difference is decomposed and calculated, the centimeter-level position information of the antenna is obtained, and then the outer bearing line element at the exposure time of the camera is obtained by interpolation, which is used as the starting data. Combined with a small number of ground control points, the aerial triangulation software is used for automatic processing, and each image is obtained. The outer orientation elements of the film, and then produce the required 4D image. The present invention adopts the method of differential positioning, and uses the GNSS differential position information corrected by the eccentricity to replace the position information of the exposure point, so as to obtain the line elements in the outer orientation elements required in aerial photogrammetry, which greatly improves the accuracy of the UAV. The efficiency of low-altitude photogrammetry reduces field workload.
Owner:李德仁

Metro shield tunnel forming tunnel portal measurement method

The present invention discloses a metro shield tunnel forming tunnel portal measurement method, which comprises: 1, field data acquisition: 101, selecting measurement points, wherein M measurement points are selected on the inner edge of the tunnel portal to be measured according to requirements, and 102, measuring the measurement point position, wherein three-dimensional coordinates of each measurement point are measured, and measurement results are recorded; and 2, indoor data processing: 201, calculating the distance between each measurement point and the center line of the design path, and comparing the difference value, 202, calculating the end wall offset and the flatness, and 203, comparing the fitting tunnel portal center and the designed tunnel portal center, wherein the process comprises projecting, projection point grouping, circle fitting, fitting tunnel portal center point acquiring, tunnel portal center fitting precision calculating, and tunnel portal center offset acquiring. The metro shield tunnel forming tunnel portal measurement method has characteristics of simple step, reasonable design, easy achieving and good use result, and problems of high labor intensity, probable forming tunnel portal plane deviation calculating, and poor use effect of the existing tunnel forming tunnel portal measurement method can be solved with the metro shield tunnel forming tunnel portal measurement method of the present invention.
Owner:URBAN RAIL TRANSIT ENG CO LTD OF CHINA RAILWAY FIRST GRP CO LTD +1

A biomass model research and construction method based on a hyperspectral remote sensing and photogrammetry technology

The invention discloses a biomass model research and construction method based on a hyperspectral remote sensing and photogrammetry technology. By using hyperspectral remote sensing technology, UAV photogrammetry technology and ground photogrammetry technology to extract vegetation characteristic parameters, and combining with the measured data of ground sample plot, the inversion models between vegetation characteristic parameters and biomass are established respectively, and the precision of the model is analyzed. The correlation coefficient R2, the standard error SEE, the total relative error TRE, the mean system error MSE and the mean prediction error MPE are used to evaluate the biomass model, and then the optimal biomass inversion model is determined. The method of the invention hasgood inversion effect, and provides a new technical method and means for quickly, accurately and comprehensively measuring and calculating the land vegetation biomass of a large area.
Owner:新疆林业科学院现代林业研究所

Accurate estimation method for measuring forest sub compartment accumulation and biomass by utilizing angle gauge

The invention discloses an accurate estimation method for measuring forest sub compartment accumulation and biomass by utilizing an angle gauge. The accurate estimation method disclosed by the invention comprises the following steps of: estimating other angle gauge point count values by utilizing 2-5 actual measurement angle gauge point count values according to the area of a forest sub compartment, and then estimating forest sub compartment accumulation and biomass according to the actual measured angle gauge count values and the estimated angle gauge point count values. By adopting the accurate estimation method disclosed by the invention, field workload of forest investigation is greatly reduced, and measurement error caused by selection difference of positions of angle gauge points is also greatly reduced.
Owner:BEIJING FORESTRY UNIVERSITY

Dual-use target image control point for UAV photogrammetry and radar scanning

The invention discloses a dual-use target image control point for UAV photogrammetry and radar scanning. The target image control point comprises a center block, wing plates and an image control cloth. The wing plates are detachably connected with the center block, and the image control cloth is fixedly connected under the wing plates. The four wing plates form a vertical cross. Two wing plates onthe same straight line are provided with reflective strips in the same color different from that of reflective strips on the other two wing plates on the other straight line. The image control clothon two sides of the wing plates is set in different colors, so that the dual-use target image control point can be used for photography shooting and the radar scanning, and the workload of control point arrangement and the processing amount of measurement data are reduced.
Owner:NORTHEAST FORESTRY UNIVERSITY

Scheme for arranging ground photography base station net

The invention discloses a scheme for arranging ground photography base station net. The scheme includes determining photography accuracy m by measuring the topographic map scale, calculating photography depth of field Ymax by photography accuracy, arranging reciprocating photography base station point in the area to be measured, and performing full covering photography in the area to be measured having radius of kYmax.
Owner:BEIJING FORESTRY UNIVERSITY

Method for actually measuring and evaluating large region ground surface coverage precision by using high-precision instrument

InactiveCN104807492AAccuracy fully reflectsAccuracy reflectsMeasurement devicesEvaluation resultSimulation
The invention discloses a method for actually measuring and evaluating large region ground surface coverage precision by using a high-precision instrument. The method comprises the following steps: assigning workload for ground surface coverage data to be evaluated, image data corresponding to ground surface coverage, space range data capable of effectively and hierarchically classifying the region and sampled sample comprehensive data of an adopted precision evaluation sampling scheme according to the number of pattern spots and an operation range, and meanwhile hierarchically dividing the integral evaluation region into each independent unit; performing field actual measurement and precision evaluation by using the high-precision instrument and then summarizing precision evaluation result of each unit to finally form an integral precision evaluation result. By considering the characteristics of qualitative and quantitative precision evaluation, the precision of a region ground surface coverage product is more completely reflected and evaluated; the workload can be hierarchically and clearly cut to facilitate management, so the field work is relieved, and the development of the actual measurement precision evaluation work in a larger range is facilitated.
Owner:JILIN UNIV

Rapid land acquisition and demolition method based on ortho-image data

The invention provides a rapid land acquisition and demolition method based on ortho-image data. The technology that high-resolution and high-precision ortho-image data is produced based on the aerialsurvey technology of the unmanned aerial vehicle is researched. The land expropriation and demolition application method is simple in obtaining mode, short in production period, high in expressivity,safe and efficient, the geometrical position relation of a project station, a mixing station and a reinforcing steel bar processing factory in the actual geographical environment is truly and visually displayed, and the method has very high guiding significance for compiling and reporting of a temporary construction scheme. The land acquisition and removal period of the temporary construction project is shortened, the workload of technicians is reduced, and the construction efficiency of the temporary construction project is improved.
Owner:CHINA RAILWAY ERJU 1ST ENG

A method for calculating the distance between curved tracks with closed positive vector difference

ActiveCN109344521ASolve the problem that the accumulation is not easy to closeImprove roundnessDesign optimisation/simulationSpecial data processing applicationsTime complexityIterative method
The invention discloses a method for calculating the distance between curved tracks with the positive vector difference closed, which comprises the following steps: 1. Collecting the positive vector of curved tracks on the spot, calculating the positive vector of the plan according to the line design data, and then calculating the positive vector difference of each pile point; 2. Step 2, taking the calculated positive vector difference sequence as an input and adopting a catch-up method to calculate the dial distance. Compared with the rope positioning method, the invention has the advantagesof controlled head and tail distance of the curve, good roundness after operation, solving the problem that the sum of positive vector differences and the accumulation of positive vector differences are difficult to close, and the time complexity, the space complexity and the robustness are better. Compared with the coordinate method, the invention calculates the dialing distance according to thepositive vector difference, avoids the joint measurement with the CP iii network, has small field work load and low equipment requirement; Compared with the iterative method, the invention is a directmethod, which can obtain an accurate solution through a finite-step four-principle operation. The invention is suitable for the maintenance of curved tracks of various railways to ensure the safety and comfort of train operation.
Owner:JIANGXI UNIV OF TECH

A method for measuring and evaluating the accuracy of large-area land surface coverage using high-precision instruments

InactiveCN104807492BAccuracy fully reflectsAccuracy reflectsMeasurement devicesQuantitative accuracySynthetic data
The invention discloses a method for actually measuring and evaluating large region ground surface coverage precision by using a high-precision instrument. The method comprises the following steps: assigning workload for ground surface coverage data to be evaluated, image data corresponding to ground surface coverage, space range data capable of effectively and hierarchically classifying the region and sampled sample comprehensive data of an adopted precision evaluation sampling scheme according to the number of pattern spots and an operation range, and meanwhile hierarchically dividing the integral evaluation region into each independent unit; performing field actual measurement and precision evaluation by using the high-precision instrument and then summarizing precision evaluation result of each unit to finally form an integral precision evaluation result. By considering the characteristics of qualitative and quantitative precision evaluation, the precision of a region ground surface coverage product is more completely reflected and evaluated; the workload can be hierarchically and clearly cut to facilitate management, so the field work is relieved, and the development of the actual measurement precision evaluation work in a larger range is facilitated.
Owner:JILIN UNIV

Ortho-rectification method for additional constraint condition of ultra-wide linear array image

ActiveCN113902626AImprove orthorectification resultsHigh solution accuracyImage enhancementImage analysisEngineeringLinear array
Aiming at the defects that ultra-wide linear array image inter-row exterior orientation elements have strong correlation and linear array sensor edge distortion is large, the invention provides an ultra-wide linear array image rigorous ortho-rectification method with additional constraint conditions (angle consistency constraint and coplanar constraint), which comprises the following steps: (1) collecting ground control points; (2) constructing a rigorous model with additional constraint conditions; and (3) carrying out rigorous ortho-rectification processing on the ultra-wide linear array image. According to the method, the exterior orientation elements are decoupled through the constraint conditions, the solving precision of the exterior orientation elements of the ultra-wide linear array image is improved, the ortho-rectification result of the ultra-wide linear array image is improved, a new solution is provided for ortho-rectification of the ultra-wide linear array image, and the application range of the ultra-wide linear array image is expanded. Moreover, the model is less affected by the number of control points and the precision of an initial value, can achieve higher resolving precision while selecting relatively few control points, reduces the field workload, and saves manpower and material resources.
Owner:GUILIN UNIVERSITY OF TECHNOLOGY

Unmanned aerial vehicle forest cruise photography technical method

The invention discloses an unmanned aerial vehicle forest cruise photography technical method. According to the technology, the arranging mode of a forest cruise unmanned aerial vehicle photographingdevice and the optimal photographing time difference are designed by using the unmanned aerial vehicle photogrammetry with cooperation of the digital camera and the smart phone, and the unmanned aerial vehicle cruise photogrammetry scheme is formulated. Besides, a mathematical model is established through splicing of aerial photos to determine the cruise area and acquire the forest fire factors and determine the forest fire area so that unmanned aerial vehicle forest cruise automatic photogrammetry can be realized.
Owner:北京地林远景信息技术有限公司

A network layout method for ground photography base stations

The invention discloses a scheme for arranging ground photography base station net. The scheme includes determining photography accuracy m by measuring the topographic map scale, calculating photography depth of field Ymax by photography accuracy, arranging reciprocating photography base station point in the area to be measured, and performing full covering photography in the area to be measured having radius of kYmax.
Owner:BEIJING FORESTRY UNIVERSITY

An early identification method of loess landslide based on land subsidence information

The present invention relates to the technical field of loess landslide identification, and discloses an early identification method for loess landslides based on land subsidence information, comprising the following steps: S1, combining subsidence information and groundwater information to obtain the downstream of the subsidence center groundwater flow field and the boundary of the tableland Area, this area is A; S2, generate a slope map according to the DEM of the research area; the slope requirement of a single landslide is 30°-50°, and the area that meets these conditions in area A is B; S3, obtain the remote sensing image of the research area , to identify the seepage point of the loess tableland and groundwater; the area with groundwater seepage in area B is called C, so that area C is the landslide area that is finally identified. This method is suitable for InSAR identification of landslides and optical remote sensing images The three methods of identifying landslides using DEM and DEM learn from each other, revealing their internal relations and improving the accuracy of loess landslide identification.
Owner:CHANGAN UNIV

High-precision measurement method for initial state of shield

The invention discloses a high-precision measurement method for the initial state of a shield, and aims to solve the technical problems that a measurement method in the prior art is not easy to operate, low in safety coefficient, large in field workload, low in measurement precision, small in application range and greatly influenced by the machining or assembling precision of the shield. The method is characterized by establishing a shield measurement control network by using a free station setting method; acquiring three-dimensional coordinates of all points uniformly distributed on the front, middle and rear cross sections of the shield by using a high-precision measurement robot and a matched prism-free device; and calculating three circle centers by using the collected section points,wherein two of the circle centers are used for calculating the shield attitude, and the third circle center is used for checking, so that the data reliability is ensured. The measurement method can quickly measure the initial attitude before shield launching and calculate the zero parameter of a guide system, and has the advantages of easiness in operation, high safety coefficient, small field workload, high measurement precision, reliable result, wide application range and small influence by the machining or assembling precision of the shield itself.
Owner:CHINA RAILWAY TUNNEL GROUP CO LTD +1

A layered control method for nuclear power engineering foundation blasting excavation

The invention relates to a blasting excavation layered control method for a nuclear power engineering foundation. The blasting excavation layered control method comprises the following steps of: determining an excavation layer number and excavation depth according to foundation negative excavation depth H; determining the site attenuation rule by carrying out blasting vibration test; preliminarily determining rock mass damage depth by carrying out acoustic wave test; calculating rock mass point vibration speed and rock blasting damage depth by carrying out finite element numerical simulation; separately establishing the changing rule of mass-point peak vibration speed along with the rock blasting damage depth at positions with difference distances from a blasting source under a step blasting way and a pre-cracking blasting way; determining layered blasting excavation control standards of three distances under different blasting ways according to blasting excavation allowable damage depth of each layer; and guiding blasting design by combining the site attenuation rule to invert maximum-section dose. The blasting excavation layered control method effectively solves the problem that a three-layer excavation way of an existing method is difficult in effectively controlling damage depth and the defects that existing control standards are single, are inconvenient to use, are not suitable for the pre-cracking blasting way, and the like, so that construction progress is quickened, and relatively good economic benefits are generated.
Owner:INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI

Urban topographic surveying and mapping method based on Internet of Things

According to the urban topographic surveying and mapping method based on the Internet of Things, reference points convenient for stepping are selected to divide an urban area plan into a plurality of small areas by means of actual topographic factors such as roads, small roads for walking in mountain forests and the like, then topographic surveying and mapping are carried out on the small areas from division to total on the basis of the Internet of Things technology, image processing is convenient, and the urban topographic surveying and mapping efficiency is improved. The equipment cost is low, field surveying and mapping work is simple, short-distance and small-range flight surveying and mapping are carried out based on unmanned aerial vehicle operation, professional aviation equipment such as airplanes does not need to be used, surveying and mapping cost and operation convenience are greatly reduced, surveying and mapping routes and surveying and mapping data volumes of surveying and mapping pictures of all small areas can be adjusted in real time according to the actual terrain complexity, and the surveying and mapping efficiency is improved. And the accuracy of final drawing is improved.
Owner:山东省国土测绘院

Method for making terrain sections by fusing UAV images and laser point clouds

ActiveCN114283070BAvoid disadvantagesGuarantee the quality of measurement resultsImage enhancementImage analysisTerrainPoint cloud
The invention discloses a method for making terrain sections by fusing UAV images and laser point clouds, including obtaining UAV images and laser point cloud data; Section lines with feature attribute labels; extracting skeleton features and detail points; merging section lines, skeleton features and detail points with feature attribute labels to generate refined and thinned topographic section results and other steps. Combined use of laser point cloud and UAV images for ground line production effectively avoids the drawbacks of a single data source. It is not only suitable for the production of high-precision section lines in complex areas, but also can obtain the attribute point information of roads, houses and other ground objects, thus meeting various needs of engineering survey and topographic surveying and mapping.
Owner:CHINA RAILWAY DESIGN GRP CO LTD

An infection method for pathogenicity identification of sugarcane leaf fungal disease strains

InactiveCN104313111BReduce workloadMeeting infection identification needsMicrobiological testing/measurementDiseaseLong segment
The invention relates to the technical field of sugarcane disease inspection, and provides an infecting method for authenticating the pathogenicity of sugarcane leaf fungal disease strains. The method comprises the steps of preparation of strains, collection and pretreatment of leaves, preparation of infected leaves, infection, culture and pathogenicity evaluation of strains. The method is characterized in that the preparation step of the infected leaves comprises the substeps: shearing the leaves into long segments of 4-8cm, wrapping two ends of the leaves with tissues, putting the leaves into a sterilized culture dish, and dripping sterilized clean water onto the tissues at the two ends of the leaves; and the infection step comprises the substeps: pricking two sides of the midribs of the leaves in the culture dish by using a pricking device, clipping hyphae to the pricked positions of the leaves by using sterilized tweezers to serve as a test culture dish. The method has the following predominant substantial characteristics and significant progresses: (1) a few sugarcane leaves and hyphae need to be infected; (2) the temperature and humidity of the infected sugarcane leaves can be controlled, so as to meet the requirements of pathogenic bacteria attack for high temperature and high humidity; and (3) the infected strains with pathogenicity are attacked significantly and have high sensitivity.
Owner:GUANGZHOU SUGARCANE IND RES INST

Measuring method for geometrical features of tunnel appendages

The invention provides a method for measuring geometric characteristics of tunnel appendages. The method includes the following steps: S1, obtaining laser point cloud data by using a mobile laser scanning device; S2, generating a tunnel plane image according to the laser point cloud data and establishing coordinate formulas corresponding to points on the tunnel plane image; S3, measuring a plane coordinate of the target point on the tunnel plane image; S4, obtaining row and column number information of the target point according to the coordinate formula; S5, obtaining a three-dimensional coordinate of the target point according to the laser point cloud data of the target point; and S6, repeating the step S3-S5 to obtain three-dimensional coordinates of multiple required target points andcalculating the distance between any two of the target points according to the three-dimensional coordinates. The method for measuring the geometric characteristics of the tunnel appendages of the invention can quickly measure the position, size, distance and other characteristics of the tunnel appendages, and has the advantages of high measurement efficiency and labor cost saving.
Owner:SHANGHAI GEOTECHN INVESTIGATIONS & DESIGN INST

Measuring method for forming portal of subway shield tunnel

The present invention discloses a metro shield tunnel forming tunnel portal measurement method, which comprises: 1, field data acquisition: 101, selecting measurement points, wherein M measurement points are selected on the inner edge of the tunnel portal to be measured according to requirements, and 102, measuring the measurement point position, wherein three-dimensional coordinates of each measurement point are measured, and measurement results are recorded; and 2, indoor data processing: 201, calculating the distance between each measurement point and the center line of the design path, and comparing the difference value, 202, calculating the end wall offset and the flatness, and 203, comparing the fitting tunnel portal center and the designed tunnel portal center, wherein the process comprises projecting, projection point grouping, circle fitting, fitting tunnel portal center point acquiring, tunnel portal center fitting precision calculating, and tunnel portal center offset acquiring. The metro shield tunnel forming tunnel portal measurement method has characteristics of simple step, reasonable design, easy achieving and good use result, and problems of high labor intensity, probable forming tunnel portal plane deviation calculating, and poor use effect of the existing tunnel forming tunnel portal measurement method can be solved with the metro shield tunnel forming tunnel portal measurement method of the present invention.
Owner:URBAN RAIL TRANSIT ENG CO LTD OF CHINA RAILWAY FIRST GRP CO LTD +1

Method for measuring geometric characteristics of tunnel appendages

The invention provides a method for measuring geometric characteristics of tunnel appendages. The method includes the following steps: S1, obtaining laser point cloud data by using a mobile laser scanning device; S2, generating a tunnel plane image according to the laser point cloud data and establishing coordinate formulas corresponding to points on the tunnel plane image; S3, measuring a plane coordinate of the target point on the tunnel plane image; S4, obtaining row and column number information of the target point according to the coordinate formula; S5, obtaining a three-dimensional coordinate of the target point according to the laser point cloud data of the target point; and S6, repeating the step S3-S5 to obtain three-dimensional coordinates of multiple required target points andcalculating the distance between any two of the target points according to the three-dimensional coordinates. The method for measuring the geometric characteristics of the tunnel appendages of the invention can quickly measure the position, size, distance and other characteristics of the tunnel appendages, and has the advantages of high measurement efficiency and labor cost saving.
Owner:SHANGHAI GEOTECHN INVESTIGATIONS & DESIGN INST
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