CN104792320A - Small region space measurement positioning method - Google Patents
Small region space measurement positioning method Download PDFInfo
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- CN104792320A CN104792320A CN201510158178.3A CN201510158178A CN104792320A CN 104792320 A CN104792320 A CN 104792320A CN 201510158178 A CN201510158178 A CN 201510158178A CN 104792320 A CN104792320 A CN 104792320A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C21/00—Navigation; Navigational instruments not provided for in groups G01C1/00 - G01C19/00
- G01C21/005—Navigation; Navigational instruments not provided for in groups G01C1/00 - G01C19/00 with correlation of navigation data from several sources, e.g. map or contour matching
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C1/00—Measuring angles
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
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- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Automation & Control Theory (AREA)
- Length Measuring Devices With Unspecified Measuring Means (AREA)
Abstract
The invention discloses a small region space measurement positioning method. The method comprises steps as follows: firstly, multiple high-rise landmark buildings around a measurement region and a ground control point selected in advance are taken as target objects, measurement positioning is performed on the multiple target objects with the forward intersection principle or by other measurement means, and all coordinate values are measured to be used as measurement bases; a point is selected at will from the measurement region for erection of an instrument and is used as a measurement station point, and a theodolite or a total station is erected at the instrument erection point; degrees of plane included angles formed by the measurement station point and the multiple target objects as well as the horizontal distance between the measurement station point and the ground control point are directly measured with the resection principle; according to the measured degrees of the plane included angles, the measured horizontal distance and the measured coordinate values, coordinate values of the instrument erection point are calculated with the resection principle; the measurement station elevation is calculated with the trigonometric elevation principle according to the elevation difference between the ground control point and the instrument erection point; measurement and setting-out are performed by the aid of three-dimensional coordinates of the instrument erection point.
Description
Technical field
The present invention relates to measurement and positioning technical field, specifically, relate to a kind of zonule space measurement localization method.
Background technology
Current, in control survey field, measuring method is the measuring technique such as tracerse survey location, the triangulation network, GPS location nothing more than, no matter which kind of technical method, or process is loaded down with trivial details or costly, all have shortcoming, the GPS location such as generally used now, price comparison is high, and larger by landform, effect of signals, how to balance various shortcoming by these those skilled in the art to be perplexed.
So, develop a kind of easy, flexible, accelerate the measuring method of work efficiency, just become the problem that insider needs solution badly.
Summary of the invention
For the above-mentioned technical matters in correlation technique, the present invention proposes a kind of zonule space measurement localization method, surveying work can be made to simplify, become more meticulous, thus improves measurement efficiency.
For realizing above-mentioned technical purpose, technical scheme of the present invention is achieved in that
A kind of zonule space measurement localization method, comprises the following steps:
Step one: the ground control point built with the some high level labels surveyed around district and choose in advance, for destination object, utilizes forward intersection principle to carry out measurement and positioning to this some destination object, records whole coordinate figure as beasurement base;
Step 2: choose arbitrarily some erection instrument and, as survey station point, and transit or total powerstation are set up on this instrument stand sets up an office in measured zone;
Step 3: utilize resection principle directly to measure the plane included angle number of degrees between survey station point and some destination objects and the horizontal range between described survey station point and described ground control point;
Step 4: the coordinate figure measured in the plane included angle number of degrees measured according to step 3 and horizontal range and step one, the coordinate figure utilizing resection principle to calculate instrument stand to set up an office;
Step 5: utilize triangulated height principle to calculate the height of site according to the cathetometer between described ground control point and instrument stand set up an office;
Step 6: by measuring the three-dimensional coordinate that the instrument stand of gained sets up an office, the optional position of some destination objects described in direct backsight carries out measuring and work is established in survey.
Further, what described instrument stand set up an office be chosen for described instrument stand sets up an office and surface level between described some destination objects and vertical plane form position, arbitrfary point in the allowed band of angle.
Further, carry out in step 6 measuring and survey and establish the method for work to comprise to carry out measurement observation by total powerstation from tape program, survey station coordinate and rear apparent direction settle at one go, and then directly carry out measuring and work is established in survey.
Further, the measurement range radius of described measurement and positioning method is 3 to 4 kilometers.
Beneficial effect of the present invention: the present invention is fully by the metastable feature of structures tall and big around place, utilize angle and distance intersection principle in space in surveying, just Quick Measurement and the location of zonule can be realized by a surveying instrument, and when having arbitrary Visible human plan point in place, measuring speed and precision can be made to improve fast further, planimetric coordinates precision can reach submillimeter level, and elevation reaches grade.
Embodiment
Obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, the every other embodiment that those of ordinary skill in the art obtain, all belongs to the scope of protection of the invention.
A kind of zonule space measurement localization method according to the embodiment of the present invention, comprises the following steps:
Step one: the ground control point built with the some high level labels surveyed around district and choose in advance, for destination object, utilizes forward intersection principle to carry out measurement and positioning to this some destination object, records whole coordinate figure as beasurement base;
Step 2: choose arbitrarily some erection instrument and, as survey station point, and transit or total powerstation are set up on this instrument stand sets up an office in measured zone;
Step 3: utilize resection principle directly to measure the plane included angle number of degrees between survey station point and some destination objects and the horizontal range between described survey station point and described ground control point;
Step 4: the coordinate figure measured in the plane included angle number of degrees measured according to step 3 and horizontal range and step one, the coordinate figure utilizing resection principle to calculate instrument stand to set up an office;
Step 5: utilize triangulated height principle to calculate the height of site according to the cathetometer between described ground control point and instrument stand set up an office;
Step 6: by measuring the three-dimensional coordinate that the instrument stand of gained sets up an office, the optional position of some destination objects described in direct backsight carries out measuring and work is established in survey.
In one embodiment, what described instrument stand set up an office be chosen for described instrument stand sets up an office and surface level between described some destination objects and vertical plane form position, arbitrfary point in the allowed band of angle.
In one embodiment, carry out in step 6 measuring and survey and establish the method for work to comprise to carry out measurement observation by total powerstation from tape program, survey station coordinate and rear apparent direction settle at one go, and then directly carry out measuring and work is established in survey.
In one embodiment, the measurement range radius of described measurement and positioning method is 3 to 4 kilometers.
Conveniently understand technique scheme of the present invention, below by way of in concrete use-pattern, technique scheme of the present invention is described in detail.
When specifically using, according to zonule of the present invention space measurement localization method, the ground control point of building with the some high level labels surveyed around district and choose in advance is for destination object, utilize forward intersection principle or other measurement means to carry out measurement and positioning to this some destination object, record whole coordinate figure as beasurement base; In measured zone, choose arbitrarily some erection instrument, as survey station point, and is set up on this instrument stand sets up an office by transit or total powerstation; Resection principle is utilized directly to measure the plane included angle number of degrees between survey station point and some destination objects and the horizontal range between described survey station point and described ground control point; The coordinate figure measured in the plane included angle number of degrees measured according to step 3 and horizontal range and step one, the coordinate figure utilizing resection principle to calculate instrument stand to set up an office; Triangulated height principle is utilized to calculate the height of site according to the cathetometer between described ground control point and instrument stand set up an office; By measuring the three-dimensional coordinate that the instrument stand of gained sets up an office, the optional position of some destination objects described in direct backsight carries out measuring and work is established in survey.
In sum, by means of technique scheme of the present invention, the present invention is fully by the metastable feature of structures tall and big around place, utilize angle and distance intersection principle in space in surveying, just can be realized Quick Measurement and the location of zonule by a surveying instrument, and when having arbitrary Visible human plan point in place, measuring speed and precision can be made to improve fast further, planimetric coordinates precision can reach submillimeter level, and elevation reaches grade.
The foregoing is only preferred embodiment of the present invention, not in order to limit the present invention, within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (4)
1. a zonule space measurement localization method, is characterized in that, comprises the following steps:
Step one: the ground control point built with the some high level labels surveyed around district and choose in advance, for destination object, utilizes forward intersection principle to carry out measurement and positioning to this some destination object, records whole coordinate figure as beasurement base;
Step 2: choose arbitrarily some erection instrument and, as survey station point, and transit or total powerstation are set up on this instrument stand sets up an office in measured zone;
Step 3: utilize resection principle directly to measure the plane included angle number of degrees between survey station point and some destination objects and the horizontal range between described survey station point and described ground control point;
Step 4: the coordinate figure measured in the plane included angle number of degrees measured according to step 3 and horizontal range and step one, the coordinate figure utilizing resection principle to calculate instrument stand to set up an office;
Step 5: utilize triangulated height principle to calculate the height of site according to the cathetometer between described ground control point and instrument stand set up an office;
Step 6: by measuring the three-dimensional coordinate that the instrument stand of gained sets up an office, the optional position of some destination objects described in direct backsight carries out measuring and work is established in survey.
2. zonule according to claim 1 space measurement localization method, it is characterized in that, what described instrument stand set up an office be chosen for described instrument stand sets up an office and surface level between described some destination objects and vertical plane form position, arbitrfary point in the allowed band of angle.
3. zonule according to claim 1 space measurement localization method, it is characterized in that, carry out in step 6 measuring and survey and establish the method for work to comprise to carry out measurement observation by total powerstation from tape program, survey station coordinate and rear apparent direction settle at one go, and then directly carry out measuring and work is established in survey.
4. zonule according to claim 1 space measurement localization method, is characterized in that, the measurement range radius of described measurement and positioning method is 3 to 4 kilometers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510158178.3A CN104792320A (en) | 2015-04-07 | 2015-04-07 | Small region space measurement positioning method |
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| CN201510158178.3A CN104792320A (en) | 2015-04-07 | 2015-04-07 | Small region space measurement positioning method |
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| CN201510158178.3A Pending CN104792320A (en) | 2015-04-07 | 2015-04-07 | Small region space measurement positioning method |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106197335A (en) * | 2016-06-14 | 2016-12-07 | 武汉瑞得信息工程有限责任公司 | A kind of control measuring method and system |
| CN106595700A (en) * | 2015-10-15 | 2017-04-26 | 南京理工大学 | Target channel space reference calibration method based on three-point coordinate measurement |
| CN107101578A (en) * | 2017-04-26 | 2017-08-29 | 长沙迪迈数码科技股份有限公司 | A kind of underground measuring point coordinate measuring method |
| CN111504282A (en) * | 2020-04-24 | 2020-08-07 | 广西华蓝岩土工程有限公司 | Novel method and system for mobile super station instrument mode terrain surveying and mapping |
| CN113358093A (en) * | 2021-06-01 | 2021-09-07 | 淮安市淮阴区城乡测绘院 | Measuring method for topographic survey |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101614807A (en) * | 2009-06-18 | 2009-12-30 | 东南大学 | Building floor area ratio based on Digital image technology is determined method |
| CN102890281A (en) * | 2012-10-14 | 2013-01-23 | 上海城建市政工程（集团）有限公司 | High-accuracy GPS (global position system) positioning measurement method for high-rise buildings |
-
2015
- 2015-04-07 CN CN201510158178.3A patent/CN104792320A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101614807A (en) * | 2009-06-18 | 2009-12-30 | 东南大学 | Building floor area ratio based on Digital image technology is determined method |
| CN102890281A (en) * | 2012-10-14 | 2013-01-23 | 上海城建市政工程（集团）有限公司 | High-accuracy GPS (global position system) positioning measurement method for high-rise buildings |
Non-Patent Citations (3)
| Title |
|---|
| 刘红英，王淑清，李晓萍: "《自由设站的应用体会》", 《山西建筑》 * |
| 程效军,缪盾: "《全站仪自由设站法精度探讨》", 《铁路勘察》 * |
| 金芳芳: "《高层建筑GPS-RTK高精度定位测量研究》", 《盐城工学院学报（自然科学版）》 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106595700A (en) * | 2015-10-15 | 2017-04-26 | 南京理工大学 | Target channel space reference calibration method based on three-point coordinate measurement |
| CN106197335A (en) * | 2016-06-14 | 2016-12-07 | 武汉瑞得信息工程有限责任公司 | A kind of control measuring method and system |
| CN107101578A (en) * | 2017-04-26 | 2017-08-29 | 长沙迪迈数码科技股份有限公司 | A kind of underground measuring point coordinate measuring method |
| CN107101578B (en) * | 2017-04-26 | 2019-07-02 | 长沙迪迈数码科技股份有限公司 | A kind of underground measuring point coordinate measurement method |
| CN111504282A (en) * | 2020-04-24 | 2020-08-07 | 广西华蓝岩土工程有限公司 | Novel method and system for mobile super station instrument mode terrain surveying and mapping |
| CN113358093A (en) * | 2021-06-01 | 2021-09-07 | 淮安市淮阴区城乡测绘院 | Measuring method for topographic survey |
| CN113358093B (en) * | 2021-06-01 | 2022-08-23 | 淮安市淮阴区城乡测绘院 | Measuring method for topographic survey |
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Application publication date: 20150722 |