CN108844528A - A kind of tunnel survey system - Google Patents
A kind of tunnel survey system Download PDFInfo
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- CN108844528A CN108844528A CN201810525080.0A CN201810525080A CN108844528A CN 108844528 A CN108844528 A CN 108844528A CN 201810525080 A CN201810525080 A CN 201810525080A CN 108844528 A CN108844528 A CN 108844528A
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- tunnel
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- communication module
- communication
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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
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- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Arrangements For Transmission Of Measured Signals (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The present invention provides a kind of tunnel survey system, including front end unit and terminal unit, front end unit includes total station and communication module A, it is linked together between total station and communication module A by communication data line, terminal unit includes communication module B, computing module, figure conversion module and memory module；Memory module, figure conversion module and computing module successively have electric connection, are linked together between communication module B and computing module by two-way communication data line, and establishing between communication module A and communication module B has two-way communication link；Using technical solution provided by the invention, make to establish communication connection between the front end unit being applied in tunnel and the terminal unit for being used in tunnel outer, make the engineers and technicians in tunnel outer, engineering excavation situation in tunnel can be remotely controlled in real time, the construction personnel into tunnel issues correctly instruction in time, guarantees tunnelling, construction and construction quality.
Description
Technical field
The present invention relates to technical field of tunnel construction more particularly to a kind of tunnel survey systems.
Background technique
Currently, in various tunnel construction engineerings, in order to make tunnel construction situation be consistent with drawing is pre-designed,
And Tunnel Construction Schedule and situation are monitored and are measured, with the driving in tunnel, total station pair is used generally in tunnel
The tunnel excavated measures, and with going deep into for tunnelling, tunnel extended segment is also increasingly longer, is carried out using total station
After measurement, construction personnel generally requires to take measured measurement data out of tunnel outer, so that engineers and technicians transport
Calculation and analysis, engineers and technicians, can only the reproduction tunnels of the measurement data according to provided by construction personnel due to not having parent to scene
Engineering situation in road, and corresponding actual graphical is drawn out, then actual graphical is compared with design configuration, obtain operation
As a result entered in tunnel by construction personnel again after and be adjusted correspondingly, in the prior art this construction method, not only low efficiency
Under, and engineers and technicians reproduce figure and are easy to appear error, affect the result of decision, also, reproduce figure and graphing
It being required to engineers and technicians and expends a large amount of manual labor and mental labour, workload is huge, and it is cumbersome, it is inconvenient.
Summary of the invention
In order to solve the above technical problems, the present invention provides a kind of tunnel survey systems.
The present invention is achieved by the following technical programs.
The present invention provides a kind of tunnel survey system, including front end unit and terminal unit, and the front end unit includes complete
Stand instrument and communication module A, is linked together between the total station and the communication module A by communication data line, the end
End unit includes communication module B, computing module, figure conversion module and memory module；The memory module, figure conversion module
Successively there is electric connection with computing module, pass through two-way communication data line between the communication module B and the computing module
It links together, establishing between the communication module A and communication module B has two-way communication link；
Total station：For while tunnel excavation, any position to be measured in tunnel, it is practical special to measure tunnel
Reference breath；
Communication module A：It is communicated to connect for being established with communication module B, by actual characteristic information in tunnel measured by total station
Information by communication connection is sent to terminal unit the location of in tunnel with front end unit, and receives from terminal list
The operation result information of member；
Communication module B：It communicates to connect, receives practical special from the tunnel of front end unit for being established with communication module A
Reference breath and location information, are sent to computing module for actual characteristic information in tunnel therein, location information are sent to figure
Conversion module, and front end unit will be sent to from the operation result information of computing module；
Memory module：For storage tunneling design configuration；
Figure conversion module：For according to the location information from communication module B, from being stored within memory module
Corresponding characteristic parameter is extracted in Tunnel Design figure at corresponding position, and is digitized reason by this feature Parameter Switch
By characteristic information；
Computing module：For will from the tunnel actual characteristic information of communication module B with from figure conversion module
Theory characteristic information be compared, operation result information is sent to front end unit via communication module B.
The tunnel actual characteristic information includes measuring to be obtained to each point on tunnel contour line using the total station
Coordinate data of this on each Spatial Dimension, the theory characteristic information include by the figure conversion module from
The coordinate in all directions dimension indicated on figure accordingly is extracted in the Tunnel Design figure at corresponding position
Data.
The operation result information is the difference of the tunnel actual characteristic information and the theory characteristic information.
Two-way communication link between the communication module A and communication module B is Bluetooth communication connection.
The terminal unit makes for the communication module B, memory module, figure conversion module and computing module to be set to
The smart phone of one.
Smart phone can be used to replace for the communication module A.
The communication module A is integrated with total station setting.
The beneficial effects of the present invention are：Using technical solution provided by the invention, compared with prior art, make to be applied to tunnel
Communication connection is established between front end unit in road and the terminal unit for being used in tunnel outer, in tunnel excavation, place
In the engineers and technicians of tunnel outer, it is convenient to control engineering in tunnel and dig according to situation, thus applying into tunnel in time
Worker person issues correctly instruction, guarantees that tunnel digging is consistent according to form, size with the size on engineers and technicians' design configuration
It closes, improves Inspection of Tunnel Quality, compared with prior art, engineers and technicians measure work woth no need to go deep into tunnel internal
Make, alleviate the manual labor of engineers and technicians, improve measurement efficiency, advantageously reduce business administration cost, improves warp
Ji benefit.
Detailed description of the invention
Fig. 1 is connection schematic diagram of the invention.
Specific embodiment
Be described further below technical solution of the present invention, but claimed range be not limited to it is described.
The present invention provides a kind of tunnel survey system, as shown in Figure 1, including front end unit and terminal unit, the front end
Unit includes total station and communication module A, is connected to one by communication data line between the total station and the communication module A
It rises, the terminal unit includes communication module B, computing module, figure conversion module and memory module；The memory module, figure
Shape conversion module and computing module successively have electric connection, by two-way between the communication module B and the computing module
Communication data line links together, and establishing between the communication module A and communication module B has two-way communication link；Further,
Two-way communication link between the communication module A and communication module B is Bluetooth communication connection.The terminal unit makes will be described
Communication module B, memory module, figure conversion module and computing module are set to integrated smart phone.The communication module A
Smart phone can be used to replace.The communication module A is integrated with total station setting.
Total station：For while tunnel excavation, any position to be measured in tunnel, it is practical special to measure tunnel
Reference breath；
Communication module A：It is communicated to connect for being established with communication module B, by actual characteristic information in tunnel measured by total station
Information by communication connection is sent to terminal unit the location of in tunnel with front end unit, and receives from terminal list
The operation result information of member；
Communication module B：It communicates to connect, receives practical special from the tunnel of front end unit for being established with communication module A
Reference breath and location information, are sent to computing module for actual characteristic information in tunnel therein, location information are sent to figure
Conversion module, and front end unit will be sent to from the operation result information of computing module；
Memory module：For storage tunneling design configuration；
Figure conversion module：For according to the location information from communication module B, from being stored within memory module
Corresponding characteristic parameter is extracted in Tunnel Design figure at corresponding position, and is digitized reason by this feature Parameter Switch
By characteristic information；
Computing module：For will from the tunnel actual characteristic information of communication module B with from figure conversion module
Theory characteristic information be compared, operation result information is sent to front end unit via communication module B.The tunnel is practical
Characteristic information includes measuring the point obtained in each space dimension to each point on tunnel contour line using the total station
Coordinate data on degree, the theory characteristic information include by the figure conversion module from the Tunnel Design figure institute
The coordinate data in all directions dimension indicated on figure accordingly is extracted at corresponding position.The operation result information
It is the difference of the tunnel actual characteristic information and the theory characteristic information.
Using technical solution provided by the invention, compared with prior art, make the front end unit and use being applied in tunnel
Communication connection is established between the terminal unit of tunnel outer, in tunnel excavation, the engineering technology in tunnel outer
Personnel, it is convenient to it controls engineering in tunnel and digs according to situation, so that the construction personnel into tunnel issues correctly instruction in time,
Guarantee that tunnel digging is consistent according to form, size with the size on engineers and technicians' design configuration, improve Inspection of Tunnel Quality,
Compared with prior art, engineers and technicians measure work woth no need to go deep into tunnel internal, alleviate engineers and technicians'
Manual labor improves measurement efficiency, advantageously reduces business administration cost, increases economic efficiency.
Claims (7)
1. a kind of tunnel survey system, it is characterised in that：Including front end unit and terminal unit, the front end unit includes whole station
Instrument and communication module A, are linked together between the total station and the communication module A by communication data line, the terminal
Unit includes communication module B, computing module, figure conversion module and memory module；The memory module, figure conversion module and
Computing module successively has electric connection, is connected between the communication module B and the computing module by two-way communication data line
It is connected together, establishing between the communication module A and communication module B has two-way communication link；
Total station：For while tunnel excavation, any position to be measured in tunnel, tunnel actual characteristic letter is measured
Breath；
Communication module A：It is communicated to connect for being established with communication module B, by actual characteristic information in tunnel measured by total station with before
End unit information the location of in tunnel passes through communication connection and is sent to terminal unit, and receives from terminal unit
Operation result information；
Communication module B：It is communicated to connect for being established with communication module A, the tunnel actual characteristic received from front end unit is believed
Breath and location information, are sent to computing module for actual characteristic information in tunnel therein, and location information is sent to figure conversion
Module, and front end unit will be sent to from the operation result information of computing module；
Memory module：For storage tunneling design configuration；
Figure conversion module：For basis from the location information of communication module B, from the tunnel being stored within memory module
Corresponding characteristic parameter is extracted in design configuration at corresponding position, and is digitized theoretical special by this feature Parameter Switch
Reference breath；
Computing module：For will from the tunnel actual characteristic information of communication module B with from the reason of figure conversion module
It is compared by characteristic information, operation result information is sent to front end unit via communication module B.
2. a kind of tunnel survey system according to claim 1, it is characterised in that：The tunnel actual characteristic information includes
Number of coordinates of this obtained on each Spatial Dimension is measured to each point on tunnel contour line using the total station
According to, the theory characteristic information include by the figure conversion module from position corresponding in the Tunnel Design figure
Extract the coordinate data in all directions dimension indicated on figure accordingly.
3. a kind of tunnel survey system according to claim 1, it is characterised in that：The operation result information is the tunnel
The difference of road actual characteristic information and the theory characteristic information.
4. a kind of tunnel survey system according to claim 1, it is characterised in that：The communication module A and communication module B
Between two-way communication link be Bluetooth communication connection.
5. a kind of tunnel survey system according to claim 1, it is characterised in that：The terminal unit makes the communication
Module B, memory module, figure conversion module and computing module are set to integrated smart phone.
6. tunnel survey system according to claim 1, it is characterised in that：Smart phone can be used in the communication module A
Instead of.
7. a kind of tunnel survey system according to claim 1, it is characterised in that：The communication module A be with it is described complete
Instrument of standing setting is integrated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810525080.0A CN108844528B (en) | 2018-05-28 | 2018-05-28 | Tunnel measurement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810525080.0A CN108844528B (en) | 2018-05-28 | 2018-05-28 | Tunnel measurement system |
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| Publication Number | Publication Date |
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| CN108844528A true CN108844528A (en) | 2018-11-20 |
| CN108844528B CN108844528B (en) | 2020-09-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810525080.0A Active CN108844528B (en) | 2018-05-28 | 2018-05-28 | Tunnel measurement system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005344418A (en) * | 2004-06-04 | 2005-12-15 | Mac Kk | Integrated management system for tunnel construction site |
| CN203414591U (en) * | 2013-01-25 | 2014-01-29 | 南京骏博特信息科技有限公司 | High-precision digital operating system |
| CN104216293A (en) * | 2014-09-05 | 2014-12-17 | 中铁西南科学研究院有限公司 | B/S and C/S architectural pattern based information monitoring and measuring method for tunnels and underground constructions |
| CN104764434A (en) * | 2015-03-31 | 2015-07-08 | 徐州市市政设计院有限公司 | Quick solution system and method for shield attitude |
| CN106199664A (en) * | 2016-08-24 | 2016-12-07 | 广西新港湾工程有限公司 | A kind of GPS RTK and the engineering ship localization method of radio compass composition |
| CN106638183A (en) * | 2016-10-26 | 2017-05-10 | 中铁五局集团有限公司 | Urban rail transit assembly board type high precision rail base cast-in-place construction method |
| CN107402043A (en) * | 2017-07-24 | 2017-11-28 | 沈阳工业大学 | Half cover and cut method Construction of City Tunnel monitoring method and monitoring system |
-
2018
- 2018-05-28 CN CN201810525080.0A patent/CN108844528B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005344418A (en) * | 2004-06-04 | 2005-12-15 | Mac Kk | Integrated management system for tunnel construction site |
| CN203414591U (en) * | 2013-01-25 | 2014-01-29 | 南京骏博特信息科技有限公司 | High-precision digital operating system |
| CN104216293A (en) * | 2014-09-05 | 2014-12-17 | 中铁西南科学研究院有限公司 | B/S and C/S architectural pattern based information monitoring and measuring method for tunnels and underground constructions |
| CN104764434A (en) * | 2015-03-31 | 2015-07-08 | 徐州市市政设计院有限公司 | Quick solution system and method for shield attitude |
| CN106199664A (en) * | 2016-08-24 | 2016-12-07 | 广西新港湾工程有限公司 | A kind of GPS RTK and the engineering ship localization method of radio compass composition |
| CN106638183A (en) * | 2016-10-26 | 2017-05-10 | 中铁五局集团有限公司 | Urban rail transit assembly board type high precision rail base cast-in-place construction method |
| CN107402043A (en) * | 2017-07-24 | 2017-11-28 | 沈阳工业大学 | Half cover and cut method Construction of City Tunnel monitoring method and monitoring system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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| CN108844528B (en) | 2020-09-25 |
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Address after: 550003 No. 23, jujube Road, Yunyan District, Guizhou, Guiyang Applicant after: CHINA RAILWAY NO.5 ENGINEERING GROUP CO., LTD. Applicant after: The First Engineering Co.,Ltd. of China Railway Wuju Group Address before: 550003 Zao Shan Road, Nanming District, Guiyang, Guizhou Province, No. 23 Applicant before: CHINA RAILWAY NO.5 ENGINEERING GROUP CO., LTD. Applicant before: The First Engineering Co.,Ltd. of China Railway Wuju Group |
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