CN104697492A - Laser mapping method based on municipal engineering mapping - Google Patents
Laser mapping method based on municipal engineering mapping Download PDFInfo
- Publication number
- CN104697492A CN104697492A CN201510161250.8A CN201510161250A CN104697492A CN 104697492 A CN104697492 A CN 104697492A CN 201510161250 A CN201510161250 A CN 201510161250A CN 104697492 A CN104697492 A CN 104697492A
- Authority
- CN
- China
- Prior art keywords
- mapping
- laser
- point
- range finder
- laser range
- 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
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
- G01C11/00—Photogrammetry or videogrammetry, e.g. stereogrammetry; Photographic surveying
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Multimedia (AREA)
- Image Processing (AREA)
Abstract
The invention belongs to the field of mapping and discloses a laser mapping method based on municipal engineering mapping. The method comprises the steps that a. a plurality of discrete rectifying points are arranged at a mapping zone, and rectifying point coordinates are obtained; b. a laser range finder and a mapping processor are placed on a mapping ground, the laser range finder and the mapping processor work at a drawing state, signals formed at the laser range finder are transmitted to the mapping processor, and picture drawing is carried out; c. a lateral building(structure) of the drawn picture and a surface configuration changing foundation point image are taken; and d. a single picture image is taken from the step c, rectifying point coordinate reference is combined, analysis is carried out, and the coordinate points of the building(structure) and a surface configuration changing foundation point are obtained. The method is high in accurate, low in later-period cost, easy to operate and high in efficiency.
Description
Technical field
The invention belongs to survey field, be specifically related to a kind of laser mapping method based on municipal works mapping.
Background technology
Mapping is based on computer technology, photoelectric technology, network communications technology, space science, information science, with GPS (GPS), remote sensing (RS), Geographic Information System (GIS) for technological core, existing for ground unique point and boundary line are obtained figure and the positional information of reflection ground present situation by measurement means, for the planning and design of engineering construction and administration.
Existing mapping method is for using the large area mapping of big payload helicopter high-altitude, it needs a large amount of photo large area forward image to superpose, Survey and map software is used to carry out a large amount of later stage correction, in order to obtain each buildings or structures and surface configuration change foundation point coordinate point in mapping region, also need to carry out a large amount of on-the-spot tune to paint, this kind of method precision is low, costly, and complicated operation.
Summary of the invention
The object of this invention is to provide a kind of laser mapping method based on municipal works mapping, the method precision is high, and later stage expense is low, simple to operate, and efficiency is high.
Based on a laser mapping method for municipal works mapping, comprise the following steps
A. multiple discrete check point is set in mapping region, and obtains check point coordinate;
B. placing laser range finder and mapping processor on mapping ground, is that initial point carries out laser mapping with check point; Laser range finder and mapping processor are operated in mapping state, and the signal that surrounding enviroment are formed is sent to mapping processor place by laser range finder, carries out picture drafting;
C. the side direction buildings or structures and surface configuration change foundation point image of drawing picture are got;
D. obtain picture images in individual step c, in conjunction with check point coordinate reference, resolve, obtain buildings or structures and surface configuration change foundation point coordinate point;
E. will survey and draw multiple continuum images in region and repeat steps d method, and obtain each buildings or structures and surface configuration change foundation point coordinate point in mapping region, acquisition coordinate points will be spliced.
The working method of described laser range finder and mapping processor be the laser beam that sends of laser range finder after rotating mirror with the rotating mirror anglec of rotation to mapping ground polishing, the laser polishing point on mapping ground produces scattering or reflected light, with same angle to laser range finder backspace, received by laser range finder, the distance signal of process that laser range finder receives, the rotation angle chrominance signal of rotating mirror send the process of mapping processor.
Described check point is the obvious sign with GPS arranged on the ground.
It is the observation landform looks of reference point that described mapping processor the most directly provides with check point when drawing ground elevation distribution.
Compared with prior art, the present invention has following beneficial effect:
Because the present invention adopts laser to draw the method for side direction buildings or structures and surface configuration change foundation point image, get aerial photograph side direction buildings or structures and surface configuration from traditional to change forward image mapping method completely different, again by obtaining drafting image in individual step c, in conjunction with check point coordinate reference, resolve, obtain buildings or structures and surface configuration change foundation point coordinate point, multiple continuum image repeated resolution in region will be surveyed and drawn, and obtain each buildings or structures and surface configuration change foundation point coordinate point in mapping region, acquisition coordinate points is spliced.Thus each buildings or structures obtained in whole mapping region and surface configuration change foundation point coordinate point, later stage carries out the correction of a large amount of photo large area superposition without the need to a large amount of software, adjust without the need to scene and paint, and disposablely obtain each buildings or structures and surface configuration change foundation point coordinate point by single photo, again by the splicing of coordinate points, mapping precision is high, and later stage expense is low, simple to operate, efficiency is high.
Embodiment
Below in conjunction with embodiment, the present invention is described further:
Embodiment 1
Based on a laser mapping method for municipal works mapping, comprise the following steps:
A. multiple discrete check point is set in mapping region, and obtains check point coordinate;
B. placing laser range finder and mapping processor on mapping ground, is that initial point carries out laser mapping with check point; Laser range finder and mapping processor are operated in mapping state, and the signal that surrounding enviroment are formed is sent to mapping processor place by laser range finder, carries out picture drafting;
C. the side direction buildings or structures and surface configuration change foundation point image of drawing picture are got;
D. obtain Photograph image in individual step c, in conjunction with check point coordinate reference, resolve, obtain buildings or structures and surface configuration change foundation point coordinate point;
E. will survey and draw multiple continuum images in region and repeat steps d method, and obtain each buildings or structures and surface configuration change foundation point coordinate point in mapping region, acquisition coordinate points will be spliced.
The working method of described laser range finder and mapping processor be the laser beam that sends of laser range finder after rotating mirror with the rotating mirror anglec of rotation to mapping ground polishing, the laser polishing point on mapping ground produces scattering or reflected light, with same angle to laser range finder backspace, received by laser range finder, the distance signal of process that laser range finder receives, the rotation angle chrominance signal of rotating mirror send the process of mapping processor.
Described check point is the obvious sign with GPS arranged on the ground.
It is the observation landform looks of reference point that described mapping processor the most directly provides with check point when drawing ground elevation distribution.
Because the present invention adopts laser to draw the method for side direction buildings or structures and surface configuration change foundation point image, get aerial photograph side direction buildings or structures and surface configuration from traditional to change forward image mapping method completely different, again by obtaining drafting image in individual step c, in conjunction with check point coordinate reference, resolve, obtain buildings or structures and surface configuration change foundation point coordinate point, multiple continuum image repeated resolution in region will be surveyed and drawn, and obtain each buildings or structures and surface configuration change foundation point coordinate point in mapping region, acquisition coordinate points is spliced.Thus each buildings or structures obtained in whole mapping region and surface configuration change foundation point coordinate point, later stage carries out the correction of a large amount of photo large area superposition without the need to a large amount of software, adjust without the need to scene and paint, and disposablely obtain each buildings or structures and surface configuration change foundation point coordinate point by single photo, again by the splicing of coordinate points, mapping precision is high, and later stage expense is low, simple to operate, efficiency is high.
The foregoing is only some embodiments of the present invention, do not limit the present invention, the technical scheme that the mode that all employings are equal to replacement or equivalent transformation obtains, all drop in protection scope of the present invention.
Claims (4)
1., based on a laser mapping method for municipal works mapping, comprise the following steps
A. multiple discrete check point is set in mapping region, and obtains check point coordinate;
B. placing laser range finder and mapping processor on mapping ground, is that initial point carries out laser mapping with check point; Laser range finder and mapping processor are operated in mapping state, and the signal that surrounding enviroment are formed is sent to mapping processor place by laser range finder, carries out picture drafting;
C. the side direction buildings or structures and surface configuration change foundation point image of drawing picture are got;
D. obtain Photograph image in individual step c, in conjunction with check point coordinate reference, resolve, obtain buildings or structures and surface configuration change foundation point coordinate point;
E. will survey and draw multiple continuum images in region and repeat steps d method, and obtain each buildings or structures and surface configuration change foundation point coordinate point in mapping region, acquisition coordinate points will be spliced.
2. a kind of laser mapping method based on municipal works mapping according to claim 1, it is characterized in that, the working method of described laser range finder and mapping processor be the laser beam that sends of laser range finder after rotating mirror with the rotating mirror anglec of rotation to mapping ground polishing, the laser polishing point on mapping ground produces scattering or reflected light, with same angle to laser range finder backspace, received by laser range finder, the distance signal of process that laser range finder receives, the rotation angle chrominance signal of rotating mirror send the process of mapping processor.
3. a kind of laser mapping method based on municipal works mapping according to claim 1, it is characterized in that, described check point is the obvious sign with GPS arranged on the ground.
4. a kind of laser mapping method based on municipal works mapping according to claim 1, is characterized in that, the most directly providing with check point when ground elevation distribution drawn by described mapping processor is the observation landform looks of reference point.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510161250.8A CN104697492A (en) | 2015-04-07 | 2015-04-07 | Laser mapping method based on municipal engineering mapping |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510161250.8A CN104697492A (en) | 2015-04-07 | 2015-04-07 | Laser mapping method based on municipal engineering mapping |
Publications (1)
Publication Number | Publication Date |
---|---|
CN104697492A true CN104697492A (en) | 2015-06-10 |
Family
ID=53344863
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510161250.8A Pending CN104697492A (en) | 2015-04-07 | 2015-04-07 | Laser mapping method based on municipal engineering mapping |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104697492A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106500674A (en) * | 2016-10-19 | 2017-03-15 | 河南城建学院 | A kind of mapping method based on municipal works |
CN108613657A (en) * | 2018-05-07 | 2018-10-02 | 浙江省隧道工程公司 | A kind of plotting board and a kind of mapping method based on municipal works |
CN109959369A (en) * | 2019-05-05 | 2019-07-02 | 武汉珞珈新空科技有限公司 | A kind of efficient laser mapping method based on municipal works |
CN117172423A (en) * | 2023-10-26 | 2023-12-05 | 北京中联世建建设规划设计有限公司 | Municipal engineering mapping method based on satellite remote sensing technology |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101995578A (en) * | 2010-11-18 | 2011-03-30 | 西安信唯信息科技有限公司 | Laser range finder-based ground surveying and mapping method |
CN202599414U (en) * | 2012-05-25 | 2012-12-12 | 赵蔓 | GPS (Global Position System) plotting device using information technology |
US20140195945A1 (en) * | 2012-08-31 | 2014-07-10 | Shenzhen Everbest Machinery Industry Co.,Ltd | Method and apparatus for remote control distance-measuring to generate an engineering blueprint |
CN103969657A (en) * | 2014-05-21 | 2014-08-06 | 北京数字绿土科技有限公司 | Cadastral surveying method based on foundation laser radar |
CN104215228A (en) * | 2013-05-29 | 2014-12-17 | 神翼航空器科技(天津)有限公司 | Low-altitude medium-small area surveying and mapping method |
-
2015
- 2015-04-07 CN CN201510161250.8A patent/CN104697492A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101995578A (en) * | 2010-11-18 | 2011-03-30 | 西安信唯信息科技有限公司 | Laser range finder-based ground surveying and mapping method |
CN202599414U (en) * | 2012-05-25 | 2012-12-12 | 赵蔓 | GPS (Global Position System) plotting device using information technology |
US20140195945A1 (en) * | 2012-08-31 | 2014-07-10 | Shenzhen Everbest Machinery Industry Co.,Ltd | Method and apparatus for remote control distance-measuring to generate an engineering blueprint |
CN104215228A (en) * | 2013-05-29 | 2014-12-17 | 神翼航空器科技(天津)有限公司 | Low-altitude medium-small area surveying and mapping method |
CN103969657A (en) * | 2014-05-21 | 2014-08-06 | 北京数字绿土科技有限公司 | Cadastral surveying method based on foundation laser radar |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106500674A (en) * | 2016-10-19 | 2017-03-15 | 河南城建学院 | A kind of mapping method based on municipal works |
CN108613657A (en) * | 2018-05-07 | 2018-10-02 | 浙江省隧道工程公司 | A kind of plotting board and a kind of mapping method based on municipal works |
CN109959369A (en) * | 2019-05-05 | 2019-07-02 | 武汉珞珈新空科技有限公司 | A kind of efficient laser mapping method based on municipal works |
CN117172423A (en) * | 2023-10-26 | 2023-12-05 | 北京中联世建建设规划设计有限公司 | Municipal engineering mapping method based on satellite remote sensing technology |
CN117172423B (en) * | 2023-10-26 | 2024-01-23 | 北京中联世建建设规划设计有限公司 | Municipal engineering mapping method based on satellite remote sensing technology |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR102015388B1 (en) | 3D point cloud DB construction and virtual reality space map providing system and method of providing orthophotosimposing point cloud DB using UAV, ground-based LiDAR scanner | |
Stöcker et al. | Quality assessment of combined IMU/GNSS data for direct georeferencing in the context of UAV-based mapping | |
CN111006646B (en) | Method for monitoring construction progress based on unmanned aerial vehicle oblique photography measurement technology | |
US10883826B2 (en) | Three-dimensional topographic mapping system and mapping method | |
CN111322994A (en) | Large-scale cadastral survey method for intensive house area based on unmanned aerial vehicle oblique photography | |
EP3618417B1 (en) | Information processing device, information processing method, information processing program, image processing device, and image processing system | |
CN103196426A (en) | Building surveying method utilizing total station and three-dimensional laser scanner | |
CN106875467A (en) | D Urban model Rapid Updating | |
CN104697492A (en) | Laser mapping method based on municipal engineering mapping | |
CN103969657A (en) | Cadastral surveying method based on foundation laser radar | |
Lv et al. | Research on the technology of LIDAR data processing | |
JP2010128622A (en) | Stereo matching processing apparatus, stereo matching processing method and program | |
CN106839984A (en) | The method that antenna radiation characteristics are tested is realized using industrial photogrammetry method | |
CN105371827A (en) | Full-functional GNSS stereo camera surveying instrument | |
CN113238576A (en) | Positioning method for unmanned aerial vehicle and related device | |
CN107255446B (en) | Dwarfing close-planting fruit tree canopy three-dimensional map construction system and method | |
CN116129064A (en) | Electronic map generation method, device, equipment and storage medium | |
CN116883604A (en) | Three-dimensional modeling technical method based on space, air and ground images | |
Roca et al. | Novel aerial 3D mapping system based on UAV platforms and 2D laser scanners | |
He et al. | Construction of 3D Model of Tunnel Based on 3D Laser and Tilt Photography. | |
CN111121727A (en) | Image control point target system and method for unmanned aerial vehicle measurement and airborne laser radar | |
Křemen et al. | 2D and 3D documentation of St. Nicolas Baroque Church for the general reconstruction using laser scanning and photogrammetry technologies combination | |
Feng et al. | Discussion on the application of UAV oblique photography in the registration of rural housing and real estate integration | |
Guntel et al. | Accuracy analysis of control point distribution for different terrain types on photogrammetric block | |
CN109470220A (en) | A kind of urban ground construction work high efficiency mapping method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150610 |
|
RJ01 | Rejection of invention patent application after publication |