CN109191383A - A kind of measurement method that construction coordinate is converted to geodetic coordinates - Google Patents
A kind of measurement method that construction coordinate is converted to geodetic coordinates Download PDFInfo
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- CN109191383A CN109191383A CN201810993984.6A CN201810993984A CN109191383A CN 109191383 A CN109191383 A CN 109191383A CN 201810993984 A CN201810993984 A CN 201810993984A CN 109191383 A CN109191383 A CN 109191383A
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- 238000010276 construction Methods 0.000 title claims abstract description 50
- 238000000691 measurement method Methods 0.000 title claims abstract description 11
- 238000006243 chemical reaction Methods 0.000 claims abstract description 13
- 238000005259 measurement Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 5
- 230000008676 import Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000007796 conventional method Methods 0.000 description 2
- 230000000454 anti-cipatory effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T3/00—Geometric image transformations in the plane of the image
- G06T3/60—Rotation of whole images or parts thereof
- G06T3/604—Rotation of whole images or parts thereof using coordinate rotation digital computer [CORDIC] devices
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- Engineering & Computer Science (AREA)
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Abstract
The present invention relates to the measurement methods that a kind of construction coordinate is converted to geodetic coordinates, construction coordinate system is converted into rectangular coordinate system in space by reconnaissance, importing, with COORD software, earth coordinates are also converted into rectangular coordinate system in space simultaneously, the two is established in the connection of rectangular coordinate system in space by seven parameter conversion methods in a space rectangular coordinate system, it can establish construction coordinate and the path that geodetic coordinates is arbitrarily converted, realize conversion of the construction coordinate to geodetic coordinates.
Description
Technical field
The present invention relates to the measurement methods that a kind of construction coordinate is converted to geodetic coordinates, belong to engineering construction field.
Background technique
Construction coordinate system and earth coordinates are two independent coordinate systems, existing with the continuous development of construction technology
It is increasingly dependent on satellite map technology in construction technology, we are just it is to be understood that structures are in satellite map before construction
Planning is carried out for subsequent construction in position, and we are in practice of construction, and any point of structures is indicated with construction coordinate
, therefore, contacted to establish with satellite map, it is necessary to convert construction coordinate to used in satellite map and greatly sit
Mark, conventional method is converted by CAD software and other complicated formula, computationally intensive, is easy error.
Summary of the invention
The technical problem to be solved in the present invention is to provide the measurement methods that a kind of construction coordinate is converted to geodetic coordinates, utilize
Construction coordinate system is converted to rectangular coordinate system in space by COORD software, while earth coordinates are also converted into space right-angle and are sat
Mark system establishes the two in the connection of rectangular coordinate system in space, Ke Yijian by seven parameter conversion methods in a space rectangular coordinate system
The path that vertical construction coordinate and geodetic coordinates are arbitrarily converted, realizes conversion of the construction coordinate to geodetic coordinates.
In order to solve the above problem, the specific technical solution of the present invention is as follows: what a kind of construction coordinate was converted to geodetic coordinates
Measurement method, steps are as follows: 1) point close to line midline is chosen in Measurement results table；2) applying a little will be chosen in step 1)
Work area mark and geodetic coordinates are directed respectively into different TXT documents；3) it opens COORD software and central meridian position is set；4)
With COORD software by step 3) construction coordinate and geodetic coordinates be converted into the space right-angle under respective coordinate system respectively
Coordinate；5) rectangular coordinate system in space is imported in TXT document and is saved；6) COSA software selection coordinate conversion operation TXT text is opened
Shelves establish the calculated relationship of construction coordinate and geodetic coordinates；7) construction coordinate of any position is imported into the TXT of opening relationships
COSA software is run in document obtains geodetic coordinates of changing the time in batches.
Construction coordinate is imported in TXT in the step 2) with point number, X, Y, Z-shaped formula；Geodetic coordinates with point number, latitude,
The form of longitude and elevation imports another TXT document.
The setting steps of central meridian position described in the step 3): setting is 1. clicked；2. map projection；3. from
Define Gaussian plane；4. central meridian, central meridian angle is corresponding with construction coordinate in step 2.
Rectangular coordinate system in space imports TXT text by the form of point number, XYZ, latitude, longitude and elevation in the step 5)
It is saved in shelves.
Bring of the present invention have the beneficial effect that using such method can batch realization construction coordinate to geodetic coordinates
Conversion, is simple and efficient, and avoids conventional method and calculates the probability for mistake occur, greatly reduces engineering risk.Have accurately
Coordinate information can accurately and efficiently navigate to the areal model of various structures or threedimensional model in satellite map,
The advanced positioning for realizing structural solid, specifies the relative positional relationship of complex linear engineering, and size casual labourer journey is carried out in map
It is quick planning, earth clearance planning, to engineering weight difficult point position carry out anticipatory analysis, greatly improve work efficiency, save
Duration creates economic benefit for enterprise.
Specific embodiment
A kind of measurement method that construction coordinate is converted to geodetic coordinates, steps are as follows: 1) choosing and connect in Measurement results table
The point of nearly line midline；2) construction coordinate a little and geodetic coordinates will be chosen to be directed respectively into different TXT documents in step 1)；
3) it opens COORD software and central meridian position is set；4) it is sat with COORD software by the construction coordinate in step 3) and greatly
Mark is converted into the rectangular space coordinate under respective coordinate system respectively；5) rectangular coordinate system in space is imported in TXT document and is saved；
6) calculated relationship that COSA software selection coordinate conversion operation TXT document establishes construction coordinate and geodetic coordinates is opened；7) will appoint
The construction coordinate of one position imported into operation COSA software in the TXT document of opening relationships and obtains geodetic coordinates of changing the time in batches.
Construction coordinate is imported in TXT in the step 2) with point number, X, Y, Z-shaped formula；Geodetic coordinates with point number, latitude,
The form of longitude and elevation imports another TXT document.
The setting steps of central meridian position described in the step 3): setting is 1. clicked；2. map projection；3. from
Define Gaussian plane；4. central meridian, central meridian angle is corresponding with construction coordinate in step 2.
Rectangular coordinate system in space imports TXT text by the form of point number, XYZ, latitude, longitude and elevation in the step 5)
It is saved in shelves.
Embodiment:
1. opening brocade holds fixed survey control point outcome table, the point close to line midline is chosen；
2. construction coordinate is imported into TXT document with the format of (point number, X, Y, Z)；
3. will choose simultaneously the form of geodetic coordinates chemical conversion degree a little and with the format importing of (point number, latitude, longitude, height) separately
In one TXT document；
4. opening COORD software, the customized Gaussian plane-central meridian of setting-map projection-is clicked, by central meridian
It is arranged to consistent with construction coordinate, the fixed north is positive coordinate, and then selection determines；,
5. modification geodetic coordinates txt document suffix is aaa, in COORD software, under WGS84 coordinate system, source coordinate class will be selected
Type selects geodetic coordinates, and selection target coordinate type selects rectangular space coordinate, is turned geodetic coordinates by file conversion regime
It is changed to rectangular space coordinate, generates the document that suffix is aaa1；
6. modification construction coordinate txt document suffix is bbb, in COORD software, under BJ54 coordinate system, source coordinate class will be selected
Type selects plane coordinates, and selection target coordinate type selects rectangular space coordinate, is turned geodetic coordinates by file conversion regime
It is changed to rectangular space coordinate, generate the document that suffix is bbb1；
7. newly-built txt document, the coordinate after conversion is copied in new document and is separated with space, and suffix is changed to XYZXYZ,
Notice being plane coordinates that geodetic coordinates is rear preceding；
8. opening COSA software selects coordinate conversion-XYZ-XYZ, generates and calculate document；
9. passing through step 1-8, the connection of the construction coordinate under the geodetic coordinates and BJ54 coordinate system under WGS84 coordinate system is established
System, select the construction coordinate of any point on bridge for
X:4584007.0046
Y:423866.3144
Z:389.9866
In COORD software, single-point conversion is selected to be transformed into the rectangular space coordinate under BJ54 coordinate system, output coordinate
For
X:-2375040.836386
Y:4162801.218146
Z:4195076.822652
10. the coordinate of output is copied in XYZXYZ document, and arbitrarily name GP101；
11. selecting coordinate conversion-XYZ-XYZ in COSA software, calculating document is regenerated, is generated in WGS84 coordinate system
Rectangular space coordinate
X:-2375048.6981
Y:4162688.4869
Z:4195041.8897；
12. selecting single-point translative mode in COORD software, selects under WGS84 coordinate system, rectangular space coordinate is converted
For geodetic coordinates:
Output coordinate
Latitude: 41.387109828N
Longitude: 119.707197599E
Highly: 405.531692
13. or more just complete the overall process that construction coordinate is converted to geodetic coordinates.
Above-described is only the preferred embodiment of the present invention.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the principle of the present invention, several variations and modifications can also be made, also should be regarded as belonging to guarantor of the invention
Protect range.
Claims (4)
1. the measurement method that a kind of construction coordinate is converted to geodetic coordinates, it is characterised in that following steps: 1) in Measurement results table
The middle point chosen close to line midline；2) that construction coordinate a little and geodetic coordinates will be chosen to be directed respectively into step 1) is different
In TXT document；3) it opens COORD software and central meridian position is set；4) construction in step 3) is sat with COORD software
Mark and geodetic coordinates are converted into the rectangular space coordinate under respective coordinate system respectively；5) rectangular coordinate system in space is imported into TXT
It is saved in document；6) calculating that COSA software selection coordinate conversion operation TXT document establishes construction coordinate and geodetic coordinates is opened
Relationship；7) construction coordinate of any position is imported into operation COSA software in the TXT document of opening relationships to obtain changing the time in batches
Geodetic coordinates.
2. the measurement method that construction coordinate as described in claim 1 is converted to geodetic coordinates, it is characterised in that: the step
2) construction coordinate is imported in TXT in point number, X, Y, Z-shaped formula；Geodetic coordinates is led in the form of point number, latitude, longitude and elevation
Enter another TXT document.
3. the measurement method that construction coordinate as described in claim 1 is converted to geodetic coordinates, it is characterised in that: the step
3) setting steps of the central meridian position described in: setting is 1. clicked；2. map projection；3. customized Gaussian plane；In 4.
Meridian is entreated, central meridian angle is corresponding with construction coordinate in step 2.
4. the measurement method that construction coordinate as described in claim 1 is converted to geodetic coordinates, it is characterised in that: the step
5) rectangular coordinate system in space is imported in TXT document by the form of point number, XYZ, latitude, longitude and elevation and is saved in.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201810993984.6A CN109191383A (en) | 2018-08-29 | 2018-08-29 | A kind of measurement method that construction coordinate is converted to geodetic coordinates |
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| CN201810993984.6A CN109191383A (en) | 2018-08-29 | 2018-08-29 | A kind of measurement method that construction coordinate is converted to geodetic coordinates |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111414701A (en) * | 2020-03-26 | 2020-07-14 | 广西防城港核电有限公司 | Method for extracting CAD file elements and converting relative coordinates |
| CN113900131A (en) * | 2021-09-27 | 2022-01-07 | 江苏小疆环保工程有限公司 | Measuring instrument with coordinate conversion system |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202390762U (en) * | 2011-12-15 | 2012-08-22 | 中铁九局集团有限公司 | Multipurpose box girder lifting hole pitch conversion device |
| CN104406565A (en) * | 2014-11-13 | 2015-03-11 | 甘肃酒钢集团宏兴钢铁股份有限公司 | Method for converting and monitoring structure deformation by utilizing coordinate system |
| CN105160197A (en) * | 2015-09-23 | 2015-12-16 | 湖北省基础地理信息中心 | Comprehensive geographical spatial data coordinate conversion method and system |
| CN105300374A (en) * | 2015-09-16 | 2016-02-03 | 广州市城市规划勘测设计研究院 | Three-dimensional coordinate conversion method and system |
-
2018
- 2018-08-29 CN CN201810993984.6A patent/CN109191383A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202390762U (en) * | 2011-12-15 | 2012-08-22 | 中铁九局集团有限公司 | Multipurpose box girder lifting hole pitch conversion device |
| CN104406565A (en) * | 2014-11-13 | 2015-03-11 | 甘肃酒钢集团宏兴钢铁股份有限公司 | Method for converting and monitoring structure deformation by utilizing coordinate system |
| CN105300374A (en) * | 2015-09-16 | 2016-02-03 | 广州市城市规划勘测设计研究院 | Three-dimensional coordinate conversion method and system |
| CN105160197A (en) * | 2015-09-23 | 2015-12-16 | 湖北省基础地理信息中心 | Comprehensive geographical spatial data coordinate conversion method and system |
Non-Patent Citations (6)
| Title |
|---|
| 于亚杰等: "利用Trimble Geomatics Office实现坐标转换方法的探讨", 《矿山测量》 * |
| 刘枭华等: "不同格式数据的坐标系统转换方法研究", 《矿山测量》 * |
| 张捍卫等: "天文经纬度和天文方位角测定的基本原理", 《测绘科学》 * |
| 曾富全等: "坐标系转换及相关问题的探讨", 《云南地质》 * |
| 胡耀文等: "基于手机平台的GPS软件在野外寻点中的应用", 《北京测绘》 * |
| 郭际明等: "精密工程测量数据处理综合系统讲座 第三讲:COSA-GPS及在大规模高精度GPS控制网数据处理中的应用", 《测绘信息与工程》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111414701A (en) * | 2020-03-26 | 2020-07-14 | 广西防城港核电有限公司 | Method for extracting CAD file elements and converting relative coordinates |
| CN113900131A (en) * | 2021-09-27 | 2022-01-07 | 江苏小疆环保工程有限公司 | Measuring instrument with coordinate conversion system |
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Application publication date: 20190111 |