CN110412631A - A kind of linear engineering GPS speedy lofting construction method - Google Patents
A kind of linear engineering GPS speedy lofting construction method Download PDFInfo
- Publication number
- CN110412631A CN110412631A CN201910744213.8A CN201910744213A CN110412631A CN 110412631 A CN110412631 A CN 110412631A CN 201910744213 A CN201910744213 A CN 201910744213A CN 110412631 A CN110412631 A CN 110412631A
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- data
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- base station
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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
- G01C15/02—Means for marking measuring points
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/38—Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system
- G01S19/39—Determining a navigation solution using signals transmitted by a satellite radio beacon positioning system the satellite radio beacon positioning system transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/42—Determining position
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- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Computer Networks & Wireless Communication (AREA)
- Position Fixing By Use Of Radio Waves (AREA)
Abstract
The invention patent belongs to hydraulic engineering technical field, it is related to a kind of linear engineering GPS speedy lofting construction method, it sets up base station and smoothly acquires current position coordinates: base station being erected at open space in project management department, checks the position at neighbouring control point, corrected to neighbouring control point point；Connection movement station carries out a correction: such as setting-out bridge pile foundation position, inputting pile foundation coordinate, can choose a setting-out or selection line setting-out；To work zone setting-out, acquisition data: exporting data using USB data line connection computer, the data for acquiring current region guarantee the correctness of data, when connecting computer transmission, carry out data exchange, then duplication is imported on computer；At scheming and handled: the dat file data of acquisition, load carry out needed for data processing, the present invention 1) quick accurately construction lofting；2) efficiency for improving setting-out, meets the construction speed at scene；3) it reduces the usage amount of personnel, reduce the amount of labour of survey crew；4) construction cost is saved.
Description
Technical field
The invention patent belongs to hydraulic engineering technical field, is related to a kind of linear engineering GPS speedy lofting construction method.
Background technique
The efficiency of the use work of total station construction lofting is relatively low in linear engineering, because of total station erection, backsight, sets station
Time it is longer, can work normally and depend on whether instrument reaches sighting condition, the use of total station by geographical environment influenced compared with
Greatly.Must have visible light, and light cannot be too weak, although because total station can with automatic measurement coordinate, elevation and distance,
Angle.But it is also to have to human eye actively to sight target, too weak without light or light, human eye is difficult to find
Observed object.Cubic metre of earth and stone receipts amount task is extremely low with working efficiency if the receipts amount of total station mostly than heavier, increases personnel
Usage amount and the amount of labour.When each region construction task is more, it cannot effectively cooperate the construction speed for guaranteeing scene, it is whole
Working efficiency it is low.
Based on above-mentioned prior art, the applicant has made lasting and beneficial exploration and design repeatedly, and carries out
The test of non-finite number of time has finally found the method for solving above-mentioned technical problem and forms technology described below
Scheme.
Summary of the invention
To solve problem of the prior art, the present invention provides a kind of linear engineering GPS speedy lofting construction methods.
In order to achieve the above object, the invention adopts the following technical scheme: a kind of linear engineering GPS speedy lofting construction party
Method includes the following steps:
(1) it sets up base station and smoothly acquires current position coordinates: base station being erected at open space in project management department, check control nearby
The position of point is corrected to neighbouring control point point；
(2) connection movement station carries out correction: such as setting-out bridge pile foundation position, input pile foundation coordinate, can choose a setting-out or
Selection line setting-out；
(3) to work zone setting-out, acquisition data: exporting data using USB data line connection computer, acquire current region
Data guarantee data correctness, when connect computer transmission, carry out data exchange, then replicate imported on computer；
(5) at scheming and handled: the dat file data of acquisition, load carry out needed for data processing.
Beneficial effects of the present invention:
1) quick accurately construction lofting；
2) efficiency for improving setting-out, meets the construction speed at scene；
3) it reduces the usage amount of personnel, reduce the amount of labour of survey crew；
4) construction cost is saved.
Detailed description of the invention
Fig. 1 is construction technology process schematic diagram of the present invention.
Specific embodiment
The present invention is described in further details below by embodiment, embodiment is only used to illustrate the present invention, and unlimited
The scope of the present invention processed.
A kind of linear engineering GPS speedy lofting construction method as shown in Figure 1, includes the following steps:
(1) it sets up base station and smoothly acquires current position coordinates: base station being erected at open space in project management department, check control nearby
The position of point uses " Austria's dimension map " to check control point position nearby, corrects to neighbouring control point point；
(2) connection movement station carries out correction: such as setting-out bridge pile foundation position, input pile foundation coordinate, can choose a setting-out or
Selection line setting-out, point setting-out speed is relatively fast, and line setting-out is known that the distances of two pile foundations again at a distance from drawing pair
Than whether unanimously then playing the role of an inspection.
(3) to work zone setting-out, acquisition data: exporting data using USB data line connection computer, at the construction field (site)
To guarantee the correctness of data, In in " initial data " inner newly-built file, the data for acquiring current region when receipts amount
When connecting computer transmission, need to click that " data exchange " in handbook can just look in the root in handbook arrives.Then
Duplication is imported on computer.
(5) at scheming and handled: the dat file data of acquisition loads and carries out required data on cass diagram forming platform
Processing.
Implementation process is as follows: 1) channel excavation unwrapping wire, the engineering position setting-out of annex mouth door, bridge along the line,
Cubic metre of earth and stone receipts amount；
2) the axis coordinate data of channel is imported into GPS handbook, and " highway layout " icon is clicked in handbook and selects flat section；
3) design lines load channel axis using coordinate method, can be obtained by required number in click " road laying out " icon
According to；
4) control point coordinates along the line are imported fast and easy lookup in test macro and carries out a correction；
It 5) can be with the data such as setting-out channel aperture lines, leg wire of slope, elevation, the pile foundation position of bridge according to the data provided in drawing
Set, the template at the axial location of mouth door and each position whether qualification up to standard can obtain；
6) different receipts amount methods can be used according to different places for the receipts amount of the earthwork, is measured or is adopted using construction coordinate calculating side
With acquisition geodetic coordinates calculating side amount.
Error at setting-out building position must not exceed ± 2cm, select control point timing former nearby before setting-out
Then.
To guarantee that instrument height is high consistent with the target in handbook in earthwork receipts amount, level(l)ing bubble is placed in the middle when acquiring data.
The above described is only a preferred embodiment of the present invention, being not that the invention has other forms of limitations, appoint
What those skilled in the art changed or be modified as possibly also with the technology contents of the disclosure above equivalent variations etc.
Imitate embodiment.But without departing from the technical solutions of the present invention, according to the technical essence of the invention to above embodiments institute
Any simple modification, equivalent variations and the remodeling made, still fall within the protection scope of technical solution of the present invention.
Claims (1)
1. a kind of linear engineering GPS speedy lofting construction method, which comprises the steps of:
(1) it sets up base station and smoothly acquires current position coordinates: base station being erected at open space in project management department, check control nearby
The position of point is corrected to neighbouring control point point；
(2) connection movement station carries out correction: such as setting-out bridge pile foundation position, input pile foundation coordinate, can choose a setting-out or
Selection line setting-out；
(3) to work zone setting-out, acquisition data: exporting data using USB data line connection computer, acquire current region
Data guarantee data correctness, when connect computer transmission, carry out data exchange, then replicate imported on computer；
(4) at scheming and handled: the dat file data of acquisition, load carry out needed for data processing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910744213.8A CN110412631A (en) | 2019-08-13 | 2019-08-13 | A kind of linear engineering GPS speedy lofting construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910744213.8A CN110412631A (en) | 2019-08-13 | 2019-08-13 | A kind of linear engineering GPS speedy lofting construction method |
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| Publication Number | Publication Date |
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| CN110412631A true CN110412631A (en) | 2019-11-05 |
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| CN201910744213.8A Pending CN110412631A (en) | 2019-08-13 | 2019-08-13 | A kind of linear engineering GPS speedy lofting construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116086416A (en) * | 2023-01-10 | 2023-05-09 | 中国电建集团西北勘测设计研究院有限公司 | Fan position microcosmic site selection method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101158993A (en) * | 2007-10-31 | 2008-04-09 | 重庆路高道路工程技术咨询有限公司 | Civil construction engineering GPS-RTK measurement integrated PDA device |
| US20170138744A1 (en) * | 2015-11-12 | 2017-05-18 | International Business Machines Corporation | Personalized optimal travel route planning |
| CN106840124A (en) * | 2017-03-30 | 2017-06-13 | 中铁四局集团建筑工程有限公司 | A kind of method for the quick surveying and locating of skyscraper |
| CN107167112A (en) * | 2017-05-24 | 2017-09-15 | 中国葛洲坝集团三峡建设工程有限公司 | A kind of device and method suitable for linear pattern canal axes positioning measurement |
| CN107462910A (en) * | 2017-08-07 | 2017-12-12 | 苍穹数码技术股份有限公司 | A kind of field data measurement and real-time processing method based on high in the clouds fusion |
| JP2018096770A (en) * | 2016-12-12 | 2018-06-21 | 株式会社竹中土木 | Method for automatic setting-out to ceiling plane and unmanned flying body for automatic setting-out |
| CN208399690U (en) * | 2018-06-01 | 2019-01-18 | 中国电建集团华东勘测设计研究院有限公司 | A kind of plant pit positioning device with automation setting-out system |
-
2019
- 2019-08-13 CN CN201910744213.8A patent/CN110412631A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101158993A (en) * | 2007-10-31 | 2008-04-09 | 重庆路高道路工程技术咨询有限公司 | Civil construction engineering GPS-RTK measurement integrated PDA device |
| US20170138744A1 (en) * | 2015-11-12 | 2017-05-18 | International Business Machines Corporation | Personalized optimal travel route planning |
| JP2018096770A (en) * | 2016-12-12 | 2018-06-21 | 株式会社竹中土木 | Method for automatic setting-out to ceiling plane and unmanned flying body for automatic setting-out |
| CN106840124A (en) * | 2017-03-30 | 2017-06-13 | 中铁四局集团建筑工程有限公司 | A kind of method for the quick surveying and locating of skyscraper |
| CN107167112A (en) * | 2017-05-24 | 2017-09-15 | 中国葛洲坝集团三峡建设工程有限公司 | A kind of device and method suitable for linear pattern canal axes positioning measurement |
| CN107462910A (en) * | 2017-08-07 | 2017-12-12 | 苍穹数码技术股份有限公司 | A kind of field data measurement and real-time processing method based on high in the clouds fusion |
| CN208399690U (en) * | 2018-06-01 | 2019-01-18 | 中国电建集团华东勘测设计研究院有限公司 | A kind of plant pit positioning device with automation setting-out system |
Non-Patent Citations (3)
| Title |
|---|
| 何倩 等: ""GPS-RTK在桥梁施工放样中的应用"", 《工程技术》 * |
| 董玉娟 等: ""GPS-RTK结合手机奥维互动地图在农田土地平整测量中的应用"", 《安徽农业科学》 * |
| 赵吉先: ""GPS RTK技术在公路测量中的应用"", 《现代空间定位技术研讨交流会论文集》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116086416A (en) * | 2023-01-10 | 2023-05-09 | 中国电建集团西北勘测设计研究院有限公司 | Fan position microcosmic site selection method |
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