CN106546229A - A kind of surveying and locating method for being easy to floor manager - Google Patents
A kind of surveying and locating method for being easy to floor manager Download PDFInfo
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- CN106546229A CN106546229A CN201610958731.6A CN201610958731A CN106546229A CN 106546229 A CN106546229 A CN 106546229A CN 201610958731 A CN201610958731 A CN 201610958731A CN 106546229 A CN106546229 A CN 106546229A
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- point
- coordinate system
- measuring point
- coordinate
- shu
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- 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
Abstract
A kind of surveying and locating method for being easy to floor manager, including construction coordinate system, survey station point, layout point and measuring point are provided with construction coordinate system, with measuring point as zero, the line of survey station point and measuring point sets up temporary coordinate system for X ' axles, coordinate translation value between temporary coordinate system and construction coordinate system is coordinate figure of the measuring point in construction coordinate system, and temporary coordinate system is azimuth of the line of survey station point and measuring point in construction coordinate system relative to the anglec of rotation of construction coordinate system.Measuring point is measured after the coordinate figure in construction coordinate system, using plane coordinate transformation formula and portable and programmable computer（Machine）Coordinate figure of the layout point in temporal coordinate system, as measuring point and the plane error value of layout point are conversed in real time, and measuring point personnel can be commanded accordingly to move.Using said method, the real-time accurate commander to measuring point can be realized, mitigate survey crew field assay and judge pressure, improve field lofting efficiency.
Description
Technical field
The present invention relates to engineering survey field, particularly a kind of surveying and locating method for being easy to floor manager.
Background technology
In-site measurement setting-out generally adopts pole coordinates lofting method, after typically having set survey station, first calculates layout point relative
In the azimuth of survey station point and distance, the eyepiece direction of measuring instrument is set by the azimuth for calculating, commander survey station personnel are at this
Individual side moves up, and measures which apart from till the error with computed range meets requirement.This Method And Principle is clear, calculates
Simply, but measuring point personnel are often difficult to move in assigned direction during actual field setting-out, there is commander difficult, measuring point personnel movement
Frequently, the problems such as wasting time and energy, measures benefit relatively low particularly in complicated wild environment.
The content of the invention
The technical problem to be solved is to provide a kind of surveying and locating method for being easy to floor manager, can realize
Real-time accurate commander to measuring point, mitigates survey crew field assay and judges pressure, improve setting-out work efficiency.
To solve above-mentioned technical problem, the technical solution adopted in the present invention is：A kind of measurement for being easy to floor manager is put
Quadrat method, arranges survey station point, layout point and measuring point in the construction coordinate system, with measuring point as zero, survey station point and measuring point
Line is that X ' axles set up temporary coordinate system, and by measuring coordinate of the measuring point in construction coordinate system, conversion layout point is sat temporarily
Coordinate figure in mark system, so that it is determined that error of coordinate value between measuring point and layout point.
In preferred scheme, the coordinate translation value between described temporary coordinate system and construction coordinate system is measuring point in construction
Coordinate figure in coordinate system, temporary coordinate system are survey station point and the line of measuring point relative to the anglec of rotation of construction coordinate system（I.e.
X ' axles）Azimuth in construction coordinate system.
In preferred scheme, comprise the following steps：
1）, coordinate figure of the measuring point in construction coordinate system is measured, temporary coordinate system parameter is determined, using coordinate system transformation formula meter
Calculate coordinate figure of the layout point in temporary coordinate system（x’,y’）, error amount of the coordinate figure as between measuring point and layout point；
2）As coordinate figure x ' ＞ 0 of the layout point in temporary coordinate system, commander's measuring point personnel advance, i.e., from survey station point to measuring point
Move the distance of Shu x ' Shu in direction；
As coordinate figure x ' ＜ 0 of the layout point in temporary coordinate system, commander measuring point personnel return, from measuring point to survey station point direction
The distance of mobile Shu x ' Shu；
When coordinate figure x '=0 of the layout point in temporary coordinate system or when Shu x ' Shu are less than setting-out allowable error, measuring point without the need for
Move on x ' direction of principal axis；
3）As coordinate figure y ' ＞ 0 of the layout point in temporary coordinate system, commander's measuring point personnel to the right, i.e., in survey station point face
Front-right towards measuring point moves the distance of Shu y ' Shu；
As coordinate figure y ' ＜ 0 of the layout point in temporary coordinate system, commander's measuring point personnel to the left, i.e., to facing in survey station point
The front-left of measuring point moves the distance of Shu y ' Shu；
When coordinate figure y '=0 of the layout point in temporary coordinate system or Shu y ' Shu are less than setting-out allowable error, measuring point is without the need in y '
Move on direction of principal axis；
4）Complete step 2）-3）Displacement action after, again measure coordinate of the measuring point in construction coordinate system.
In preferred scheme, described step 4）In, if the error between measured measuring point coordinate and setting-out point coordinates is not
Meet and require, then repeat step 1）-3）, till the coordinate figure error between measuring point and layout point meets requirement.
In preferred scheme, described step 1）, using coordinate system conversion formula calculation procedure prepared in advance, scene is with just
The formula programmable calculator of taking carries out coordinate figure of the layout point in temporary coordinate system（x’,y’）Quick calculating.
A kind of surveying and locating method for being easy to floor manager provided by the present invention, by adopting said method, overcomes
During existing setting-out, commander is difficult, and measuring point personnel movement is frequent, the shortcomings of setting-out is wasted time and energy, realizes the reality to measuring point
When accurately command, mitigate survey crew field assay and judge pressure, raising setting-out work efficiency.
Description of the drawings
The invention will be further described with reference to the accompanying drawings and examples：
Fig. 1 is the schematic diagram of patent of the present invention；
In figure：Construction coordinate system 1, temporary coordinate system 2, survey station point 3, layout point 4, measuring point 5, azimuth 6.
Specific embodiment
Embodiment 1：
A kind of surveying and locating method for being easy to floor manager, including construction coordinate system 1, are provided with survey station in construction coordinate system 1
Point 3, layout point 4 and measuring point 5, with measuring point 5 as zero, the line of measuring point 5 and survey station point 3 sets up temporary coordinate system for X ' axles
2, by the coordinate figure for measuring measuring point 5, determine the parameter of temporary coordinate system 2, then using coordinate transform formula scales layout point 4
Error of coordinate value between the 4 of the coordinate figure in temporary coordinate system, as measuring point 5 and layout point.
In preferred scheme, the coordinate translation value between described temporary coordinate system 2 and construction coordinate system 1 exists for measuring point 5
Coordinate figure in construction coordinate system 1, temporary coordinate system 2 are survey station point 3 and measuring point 5 relative to the anglec of rotation of construction coordinate system 1
Line（That is X ' axles）Azimuth 6 in construction coordinate system 1.
Embodiment 2：
Such as in figure, on the basis of embodiment 1, comprise the following steps：
1）Using coordinate system conversion formula, coordinate figure of the layout point 4 in temporary coordinate system 2 is calculated（x’,y’）, the coordinate figure
Error amount as between measuring point 5 and layout point 4；
2）As coordinate figure x ' ＞ 0 of the layout point 4 in temporary coordinate system 2, commander's measuring point personnel advance, i.e., from survey station point 3 to
Move the distance of Shu x ' Shu in 5 direction of measuring point；
As coordinate figure x ' ＜ 0 of the layout point 4 in temporary coordinate system 2, commander measuring point personnel return, i.e., from measuring point 5 to survey station
Move the distance of Shu x ' Shu in 3 directions of point；
When coordinate figure x '=0 of the layout point 4 in temporary coordinate system 2 or when Shu x ' Shu are less than setting-out allowable error, measuring point personnel
Without the need for moving on x ' direction of principal axis；
3）As coordinate figure y ' ＞ 0 of the layout point 4 in temporary coordinate system 2, commander's measuring point personnel to the right, i.e., to 3 face of survey station point
The distance of Shu y ' Shu is moved towards front-right during measuring point 5；
As coordinate figure y ' ＜ 0 of the layout point 4 in temporary coordinate system 2, commander's measuring point personnel to the left, i.e., are faced to survey station point 3
Front-left during measuring point 5 moves the distance of Shu y ' Shu；
When coordinate figure y '=0 of the layout point 4 in temporary coordinate system 2 or Shu y ' Shu are less than setting-out allowable error, measuring point personnel without
Need to move in y ' direction of principal axis；
4）Complete step 2）-3）Displacement action after, again measure coordinate of the measuring point 5 in construction coordinate system 1.
In preferred scheme, described step 4）In, 5 coordinate of measured measuring point is with layout point 4 in construction coordinate system 1
If the error between coordinate is unsatisfactory for requiring, repeatedly abovementioned steps, until the coordinate figure error between measuring point 5 and layout point 4
Meet till requiring.
In preferred scheme, described step 1）, using coordinate system conversion formula calculation procedure prepared in advance, scene is with just
Take formula programmable calculator（Machine）Carry out coordinate figure of the layout point 4 in temporary coordinate system 2（x’,y’）Quick calculating.Calculate
When, survey station point 3 is input into, layout point 4 and measuring point 5 are after the coordinate in construction coordinate system 1, you can quickly show that layout point 4 exists
Coordinate figure in temporary coordinate system 2（x’,y’）, the wherein coordinate of survey station point 3, layout point 4 due to for definite value, in follow-up calculating
During, only can need to be calculated by being input into 5 coordinate of measuring point.
The above embodiments are only the preferred technical solution of the present invention, and are not construed as the restriction of the present invention, this
Technical characteristic described in bright, on the premise of not conflicting, can be combined with each other use, and protection scope of the present invention should be with right
Require the equivalents of technical characteristic in the technical scheme recorded, including the technical scheme of claim record to protect model
Enclose.Equivalent i.e. within this range is improved, such as with survey station point 3 to layout point 4 as X ' axle, with to layout point 4 as coordinate original
Point sets up the scheme of temporal coordinate system also within protection scope of the present invention.
Claims (5)
1. a kind of surveying and locating method for being easy to floor manager, including construction coordinate system（1）, it is characterized in that：In construction coordinate system
（1）Survey station point is provided with inside（3）, layout point（4）And measuring point（5）, with measuring point（5）For zero, survey station point（3）With measuring point
（5）Line set up temporary coordinate system for X ' axles（2）, by measuring measuring point（5）In construction coordinate system（1）In coordinate figure, can
Determine temporary coordinate system（2）Parameter, and then utilize coordinate transform formula calculating loft point（4）In temporary coordinate system（2）Seat
Scale value, as measuring point（5）With layout point（4）Between Horizontal position errors value.
2. a kind of surveying and locating method for being easy to floor manager according to claim 1, it is characterised in that：Described is interim
Coordinate system（2）With construction coordinate system（1）Between shift value be measuring point（5）In construction coordinate system（1）In coordinate figure, it is interim to sit
Mark system（2）Relative to construction coordinate system（1）The anglec of rotation be survey station point（3）With measuring point（5）Line（That is X ' axles）In construction
Coordinate system（1）In azimuth（6）.
3. a kind of surveying and locating method for being easy to floor manager according to claim 1, it is characterised in that including following step
Suddenly：
1）The coordinate figure of measuring point 5 is measured, then the coordinate figure using coordinate transform formula scales layout point 4 in temporary coordinate system
（x’,y’）, as measuring point（5）With layout point it（4）Between plane coordinates error amount；
2）Work as layout point（4）In temporary coordinate system（2）In coordinate figure x ' ＞ 0 when, command measuring point personnel advance Shu x ' Shu away from
From that is, by survey station point（3）To measuring point（5）Move the distance of Shu x ' Shu in direction；
Work as layout point（4）In temporary coordinate system（2）In coordinate figure x ' ＜ 0 when, command measuring point personnel to return the distance of Shu x ' Shu,
I.e. by measuring point（5）To survey station point（3）Move the distance of Shu x ' Shu in direction；
Work as layout point（4）In temporary coordinate system（2）In coordinate figure x '=0 when, or Shu x ' Shu be less than setting-out admissible error value when, survey
Point is without the need for moving in x ' direction of principal axis；
3）Work as layout point（4）In temporary coordinate system（2）In coordinate figure y ' ＞ 0 when, commander measuring point personnel move right Shu y ' Shu
Distance, i.e., to survey station point（3）Face measuring point（5）When front-right move Shu y ' Shu distance；
Work as layout point（4）In temporary coordinate system（2）In coordinate figure y ' ＜ 0 when, commander measuring point personnel be moved to the left Shu y ' Shu's
Distance, i.e., to survey station point（3）Face measuring point（5）When front-left move Shu y ' Shu distance；
Work as layout point（4）In temporary coordinate system（2）In coordinate figure y '=0 or less than setting-out admissible error value when, measuring point without the need for
Y ' direction of principal axis is moved；
4）Complete step 2）-3）Displacement action after, measure measuring point again（5）In construction coordinate system（1）In coordinate.
4. a kind of surveying and locating method for being easy to floor manager according to claim 3, it is characterised in that：Described step
4）In, measured measuring point（5）If being unsatisfactory for requiring with error of the layout point between the coordinate in construction coordinate system, repeatedly walk
Rapid 1）-3）, until measuring point（5）With layout point（4）Between coordinate figure error meet require till.
5. a kind of surveying and locating method for being easy to floor manager according to claim 3, it is characterised in that：Described step
1）, using coordinate system conversion formula calculation procedure prepared in advance, put with portable and programmable computer in real time at the scene
Sampling point（4）In temporary coordinate system（2）In coordinate figure（x’,y’）Quick calculating.
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| CN201610958731.6A CN106546229B (en) | 2016-10-27 | 2016-10-27 | A kind of surveying and locating method convenient for floor manager |
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| CN201610958731.6A CN106546229B (en) | 2016-10-27 | 2016-10-27 | A kind of surveying and locating method convenient for floor manager |
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| CN106546229A true CN106546229A (en) | 2017-03-29 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108345010A (en) * | 2018-02-12 | 2018-07-31 | 中设设计集团股份有限公司 | The surveying and locating system and setting out method applied based on Big Dipper satellite signal and Android |
| CN108981676A (en) * | 2017-05-31 | 2018-12-11 | 莱卡地球系统公开股份有限公司 | Geodesic survey |
| CN113420349A (en) * | 2021-06-22 | 2021-09-21 | 泰州市抗震办公室（泰州市建设工程施工图设计审查中心） | CAD construction drawing comparison method and system based on domestic operating system |
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| JPH08285602A (en) * | 1995-04-19 | 1996-11-01 | Takao Yamaguchi | Device for measuring inclined surface bearing |
| CN101825452A (en) * | 2010-04-20 | 2010-09-08 | 中国第一冶金建设有限责任公司 | Method for performing inter-conversion between survey coordinates and construction coordinates |
| CN102587425A (en) * | 2012-03-29 | 2012-07-18 | 温州建设集团有限公司 | Measurement positioning and construction method for foundation piles |
| CN103615020A (en) * | 2013-11-28 | 2014-03-05 | 中冶天工集团有限公司 | Construction coordinate system base axis determining method based on architecture coordinate system |
| CN105783826A (en) * | 2016-05-16 | 2016-07-20 | 三峡电力职业学院 | Setting out method for fast determining position of setting out point of large three-dimensional physical model |
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| JPH08285602A (en) * | 1995-04-19 | 1996-11-01 | Takao Yamaguchi | Device for measuring inclined surface bearing |
| CN101825452A (en) * | 2010-04-20 | 2010-09-08 | 中国第一冶金建设有限责任公司 | Method for performing inter-conversion between survey coordinates and construction coordinates |
| CN102587425A (en) * | 2012-03-29 | 2012-07-18 | 温州建设集团有限公司 | Measurement positioning and construction method for foundation piles |
| CN103615020A (en) * | 2013-11-28 | 2014-03-05 | 中冶天工集团有限公司 | Construction coordinate system base axis determining method based on architecture coordinate system |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108981676A (en) * | 2017-05-31 | 2018-12-11 | 莱卡地球系统公开股份有限公司 | Geodesic survey |
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| CN108345010A (en) * | 2018-02-12 | 2018-07-31 | 中设设计集团股份有限公司 | The surveying and locating system and setting out method applied based on Big Dipper satellite signal and Android |
| CN113420349A (en) * | 2021-06-22 | 2021-09-21 | 泰州市抗震办公室（泰州市建设工程施工图设计审查中心） | CAD construction drawing comparison method and system based on domestic operating system |
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| Publication number | Publication date |
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| CN106546229B (en) | 2018-11-09 |
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