CN107860374A - A kind of tunnel tunnel face excavation line intelligent positioning measuring method - Google Patents
A kind of tunnel tunnel face excavation line intelligent positioning measuring method Download PDFInfo
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- CN107860374A CN107860374A CN201711065822.8A CN201711065822A CN107860374A CN 107860374 A CN107860374 A CN 107860374A CN 201711065822 A CN201711065822 A CN 201711065822A CN 107860374 A CN107860374 A CN 107860374A
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- tunnel
- total powerstation
- excavation line
- system software
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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
The present invention relates to a kind of tunnel tunnel face excavation line intelligent positioning measuring method,Tunnel tunnel face excavation line intelligent positioning measurement is the total powerstation connected by using data communication module and the computer reciprocation completion for setting system software is surveyed equipped with tunnel cross-section,The total powerstation is by electronics angle measurement device,Electrotape,Calculating and memory module,The ATR module compositions of motor drive and automatic search prism centers,Surveyed by the tunnel cross-section developed based on C Plus Plus and set system software installation on computers,Operation tunnel cross-section, which is surveyed, sets system software input data,Generate line midline mileage and line midline plane coordinates and the corresponding relation of altitude data,Treat design point three-dimensional coordinate information on the face excavation line of setting-out into the total powerstation by data communication module transmission,Total powerstation completes the setting-out task of face,It is quick so as to realize,Accurately tunnel excavation line positioning measurement,It is simple to operate,Intelligence degree is high.
Description
Technical field
The present invention relates to constructing tunnel field, specifically a kind of tunnel tunnel face excavation line intelligent positioning measuring method.
Background technology
With the development of social economy and the raising of designs quality, in the fields such as traffic, water conservancy, national defence, tunnel
The architecture structure form in road is widely used, in tunneling, it is thus necessary to determine that tunnel tunnel face, tunnel tunnel face are
Refer to and excavate the working face that tunnel is constantly pushed ahead, be specifically to face the working face that workmen constantly moves forward,
The setting-out quality of tunnel tunnel face excavation line is directly connected to the quality and efficiency of constructing tunnel, and existing tunnel tunnel face excavates
The method of line setting-out has middle collimation method, five inch station method and first determines section method for drawing circular arc again etc., these methods by
Tunnel tunnel face or so is not orthogonal to route, is not orthogonal to the influence of horizontal plane up and down, it is impossible to precisely, quick unwrapping wire, tunnel
The method of road face excavation line setting-out show with duration, efficiency is low the drawbacks of.
Simultaneously with the appearance of high-precision intelligent total powerstation, motor driving steering technique and ATR Target Recognitions
Laid a good foundation with the software programming technique of maturation for the proposition of new method.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of tunnel tunnel face excavation line intelligent positioning measuring method, its side
Method is simple to operate, is a kind of fast and accurate intelligentized tunnel excavation line measuring method.
To realize object above, the technical solution adopted by the present invention is：A kind of tunnel tunnel face excavation line intelligent positioning is surveyed
Amount method, the tunnel tunnel face excavation line intelligent positioning measurement are the total powerstations connected by using data communication module and are equipped with
Tunnel cross-section survey set system software computer reciprocation complete, the total powerstation by electronics angle measurement device, electrotape,
Calculate and the ATR module compositions of memory module, motor drive and automatic search prism centers, measuring method include following step
Suddenly：
A. the computer is run, the tunnel cross-section survey is opened and sets system software, enter data into the tunnel cross-section
Survey is set in system software, generation line midline mileage and line midline plane coordinates and the corresponding relation of altitude data, passes through number
Treat design point three-dimensional coordinate information on the face excavation line of setting-out into the total powerstation according to communication module transmission；
B. the total powerstation is set up, establishes coordinate system, completes the information gathering to tunnel tunnel face, and by the information of collection
The computer is reached by the data communication module；
C. the tunnel cross-section survey in the computer sets system software and information handled and by data communication mould
Block feeds back to the total powerstation, and the total powerstation obtains feedback of the information and drives the motor drive to carry out auto-steering, complete
Into accurate setting-out.
Data are tunnel horizontal curve, vertical curve parameter and design section dimension information in the step a.
The tunnel cross-section, which is surveyed and sets system software, to be developed based on C Plus Plus.
The computer is equipped with the mobile terminal and COM1 of windows systems.
Surveyed by the tunnel cross-section developed based on C Plus Plus and set system software installation on computers, operation tunnel cross-section is surveyed
If system software input data, generation line midline mileage and line midline plane coordinates and the corresponding relation of altitude data, lead to
Cross data communication module transmission and treat design point three-dimensional coordinate information on the face excavation line of setting-out into the total powerstation, entirely
Stand and electronics angle measurement device, electrotape, calculating and the memory module of instrument, motor drive and search for prism centers automatically
ATR modules work in coordination complete face setting-out task, so as to realize fast and accurate tunnel excavation line positioning measurement,
Simple to operate, intelligence degree is high.
Brief description of the drawings
Fig. 1 is the tunnel tunnel face excavation line intelligent positioning measuring system structure chart of the present invention；
Fig. 2 is the total powerstation structure chart of the present invention；
Fig. 3 is the computer schematic diagram of the present invention；
Fig. 4 is the tunnel tunnel face excavation line intelligence Lofting Calculation principle flow chart of the present invention.
Embodiment
With reference to Fig. 1 to Fig. 4, the present invention is described in further detail.
A kind of tunnel tunnel face excavation line intelligent positioning measuring method, tunnel tunnel face excavation line intelligent positioning measurement is logical
Cross with data communication module 16 connect total powerstation 10 and equipped with tunnel cross-section survey set system software the reciprocation of computer 20 it is complete
Into total powerstation 10 is by electronics angle measurement device 11, electrotape 12, calculating and memory module 13, the and of motor drive 14
The ATR modules 15 of automatic search prism centers are formed, its measuring process：
1. first run computer 20, open tunnel cross-section survey sets system software, by tunnel horizontal curve, vertical curve parameter and
Design section size, cloth section information are input to the tunnel cross-section survey and set in system software, generate line midline mileage and line
The corresponding relation of road midline plane coordinate and altitude data, the face excavation line for treating setting-out is transmitted by data communication module 16
On arbitrfary point A three-dimensional coordinate informations into the total powerstation 10；
2. having set up total powerstation 10, coordinate system is established, completes the information gathering of face arbitrfary point A three-dimensional coordinates, and will
The information of collection reaches the computer 20 by the data communication module 16；
3. tunnel cross-section in computer 20 survey set system software calculate arbitrfary point A to line midline beeline so as to
The section mileage where the A of the arbitrfary point is determined, tunnel cross-section, which is surveyed, sets system software acquisition section mileage, and setting-out is treated according to setting
What point distance computation went out the section needs layout point coordinate, and feeds back to the total powerstation by the data communication module 16
10, the total powerstation 10 obtains feedback of the information and drives the motor drive 14 to carry out auto-steering, completes accurate setting-out.
Arbitrfary point A that above-mentioned total powerstation 10 is transmitted to computer 20 carries out the Computing Principle flow of setting-out as shown in figure 4, its
Main flow is：
1. the three-dimensional coordinate (X, Y, Z) of arbitrfary point A on face is measured with the total powerstation 10 with non-prism distance measurement function；
2. tunnel cross-section survey set system software according to arbitrfary point A (X, Y) calculate the point to the beeline D of line midline and
Corresponding middle stake mileage K；
3. arbitrfary point A design altitude is calculated by mileage K；
4. design section figure and the arbitrfary point A elevations and D that measure according to corresponding to mileage K, calculate arbitrfary point A and institute are right
Answer offset component dx, dy of the design point position in horizontal and vertical direction in segmental arc；
5. according to offset component dx, dy value, arbitrfary point location A is measured, and resurvey its coordinate value, checked whether and design
Coordinate is consistent.Whole calculating process using point by point close to method, untilMeet that oxygen evolution rate requirement is
Only.
The tunnel cross-section, which is surveyed and sets system software, to be developed based on C Plus Plus；The computer 20 is equipped with windows systems
Mobile terminal 21 and COM1 22.Its whole tunnel excavation line setting-out process relies on tunnel tunnel face excavation line intelligent completely
Positioning measurment system is completed, and reaches automation, intellectuality, high accuracy, efficient effect.
Embodiment described above is only that the preferred embodiment of the present invention is described, not to the model of the present invention
Enclose and be defined, on the premise of design spirit of the present invention is not departed from, technical side of the those of ordinary skill in the art to the present invention
The various modifications and improvement that case is made, it all should fall into the protection domain of claims of the present invention determination.
Claims (4)
1. a kind of tunnel tunnel face excavation line intelligent positioning measuring method, it is characterised in that tunnel tunnel face excavation line is intelligently fixed
Position measurement is by using data communication module（16）The total powerstation of connection（10）With the electricity that system software is set equipped with tunnel cross-section survey
Brain（20）Reciprocation is completed, the total powerstation（10）By electronics angle measurement device（11）, electrotape（12）, calculate and deposit
Store up module（13）, motor drive（14）With the ATR modules of automatic search prism centers（15）Form, measuring method include with
Lower step：
A. the computer is run（20）, open the tunnel cross-section survey and set system software, enter data into the tunnel cross-section
Survey is set in system software, generation line midline mileage and line midline plane coordinates and the corresponding relation of altitude data, passes through number
According to communication module（16）Transmission treats design point three-dimensional coordinate information on the face excavation line of setting-out to the total powerstation（10）
In；
B. the total powerstation is set up（10）, coordinate system is established, completes the information gathering to tunnel tunnel face, and by the information of collection
Pass through the data communication module（16）Reach the computer（20）；
C. the computer（20）In tunnel cross-section survey set system software information is handled and by the data communicate mould
Block（16）Feed back to the total powerstation（10）, the total powerstation（10）Obtain feedback of the information and drive the motor drive（14）
Auto-steering is carried out, completes accurate setting-out.
A kind of 2. tunnel tunnel face excavation line intelligent positioning measuring method as claimed in claim 1, it is characterised in that：The step
Data are tunnel horizontal curve, vertical curve parameter and design section dimension information in rapid a.
A kind of 3. tunnel tunnel face excavation line intelligent positioning measuring method as claimed in claim 1, it is characterised in that：The tunnel
Road section, which is surveyed and sets system software, to be developed based on C Plus Plus.
A kind of 4. tunnel tunnel face excavation line intelligent positioning measuring method as claimed in claim 1, it is characterised in that：The electricity
Brain（20）It is equipped with the mobile terminal of windows systems（21）And COM1（22）.
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| CN201711065822.8A CN107860374B (en) | 2017-11-02 | 2017-11-02 | A kind of tunnel tunnel face excavation line intelligent positioning measurement method |
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| CN201711065822.8A CN107860374B (en) | 2017-11-02 | 2017-11-02 | A kind of tunnel tunnel face excavation line intelligent positioning measurement method |
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| CN107860374B CN107860374B (en) | 2019-08-30 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440834A (en) * | 2018-10-11 | 2019-03-08 | 上海市岩土地质研究院有限公司 | Pit retaining monitoring system |
| CN109630154A (en) * | 2019-01-24 | 2019-04-16 | 华能西藏雅鲁藏布江水电开发投资有限公司 | A kind of development machine people and remote mobile terminal command system for tunnel piercing |
| CN109854265A (en) * | 2019-02-26 | 2019-06-07 | 重庆交通建设(集团)有限责任公司 | Three arm rock drilling jumbos stablize construction method and stablize rack |
| CN110983883A (en) * | 2019-12-23 | 2020-04-10 | 中国铁路设计集团有限公司 | Construction measurement method for ballastless track of high-speed railway |
| CN112097707A (en) * | 2020-09-01 | 2020-12-18 | 中铁上海工程局集团有限公司 | Sensing system for tunnel face excavation and front end safe distance and using method |
| CN115573738A (en) * | 2022-09-20 | 2023-01-06 | 保利长大工程有限公司 | Construction process for guiding and entering tunnel in tunnel outlet |
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| CN105974465A (en) * | 2016-06-08 | 2016-09-28 | 山东大学 | Tunnel three-dimensional seismic wave advanced detection space observation system and tunnel three-dimensional seismic wave advanced detection space observation method |
| CN107192381A (en) * | 2017-05-24 | 2017-09-22 | 中国建筑局（集团）有限公司 | A kind of surveying and locating method of any disorder space structure |
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| CN102692210A (en) * | 2012-06-06 | 2012-09-26 | 上海隧道工程股份有限公司 | Fixed-point scanning type rapid tunnel section clearance measurement and convergence measurement method |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109440834A (en) * | 2018-10-11 | 2019-03-08 | 上海市岩土地质研究院有限公司 | Pit retaining monitoring system |
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| CN109630154A (en) * | 2019-01-24 | 2019-04-16 | 华能西藏雅鲁藏布江水电开发投资有限公司 | A kind of development machine people and remote mobile terminal command system for tunnel piercing |
| CN109630154B (en) * | 2019-01-24 | 2023-08-25 | 华能西藏雅鲁藏布江水电开发投资有限公司 | Tunneling robot for tunneling and remote mobile terminal command system |
| CN109854265A (en) * | 2019-02-26 | 2019-06-07 | 重庆交通建设(集团)有限责任公司 | Three arm rock drilling jumbos stablize construction method and stablize rack |
| CN110983883A (en) * | 2019-12-23 | 2020-04-10 | 中国铁路设计集团有限公司 | Construction measurement method for ballastless track of high-speed railway |
| CN112097707A (en) * | 2020-09-01 | 2020-12-18 | 中铁上海工程局集团有限公司 | Sensing system for tunnel face excavation and front end safe distance and using method |
| CN115573738A (en) * | 2022-09-20 | 2023-01-06 | 保利长大工程有限公司 | Construction process for guiding and entering tunnel in tunnel outlet |
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| Publication number | Publication date |
|---|---|
| CN107860374B (en) | 2019-08-30 |
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