CN108844528B - Tunnel measurement system - Google Patents
Tunnel measurement system Download PDFInfo
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- CN108844528B CN108844528B CN201810525080.0A CN201810525080A CN108844528B CN 108844528 B CN108844528 B CN 108844528B CN 201810525080 A CN201810525080 A CN 201810525080A CN 108844528 B CN108844528 B CN 108844528B
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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 invention provides a tunnel measuring system, which comprises a front end unit and a terminal unit, wherein the front end unit comprises a total station and a communication module A, the total station and the communication module A are connected together through a communication data line, and the terminal unit comprises a communication module B, an operation module, a graph conversion module and a storage module; the storage module, the graph conversion module and the operation module are electrically connected in sequence, the communication module B and the operation module are connected together through a bidirectional communication data line, and bidirectional communication connection is established between the communication module A and the communication module B; by adopting the technical scheme provided by the invention, the communication connection is established between the front end unit applied to the inside of the tunnel and the terminal unit used for the outside of the tunnel, so that engineering technicians positioned outside the tunnel can remotely control the engineering excavation condition in the tunnel in real time, and can send correct instructions to constructors in the tunnel in time, thereby ensuring the tunnel excavation, construction and construction quality.
Description
Technical Field
The invention relates to the technical field of tunnel construction, in particular to a tunnel measuring system.
Background
At present, in various tunnel construction projects, in order to make the tunnel construction situation conform to the pre-designed drawing and monitor and measure the tunnel construction progress and situation, with the tunneling of the tunnel, the total station instrument is generally used to measure the excavated tunnel in the tunnel, with the deep excavation of the tunnel, the tunnel extension section is longer and longer, after the total station instrument is used to measure, the constructor usually needs to take the measured data out of the tunnel for the operation and analysis of the constructor, because the constructor is not in the field, the constructor can only reproduce the tunnel construction situation according to the measured data provided by the constructor and draw a corresponding actual figure, then compare the actual figure with the designed figure, and after obtaining the operation result, the constructor enters the tunnel to perform corresponding adjustment, the construction method in the prior art, the method has the advantages that the efficiency is low, errors are easy to occur in graphic reproduction of engineering technicians, decision results are influenced, the graphic reproduction and graphic drawing need the engineering technicians to consume a large amount of physical labor and mental labor, the workload is huge, the operation is complex, and the method is very inconvenient.
Disclosure of Invention
In order to solve the technical problem, the invention provides a tunnel measurement system.
The invention is realized by the following technical scheme.
The invention provides a tunnel measuring system, which comprises a front end unit and a terminal unit, wherein the front end unit comprises a total station and a communication module A, the total station and the communication module A are connected together through a communication data line, and the terminal unit comprises a communication module B, an operation module, a graph conversion module and a storage module; the storage module, the graph conversion module and the operation module are electrically connected in sequence, the communication module B and the operation module are connected together through a bidirectional communication data line, and bidirectional communication connection is established between the communication module A and the communication module B;
total station: the tunnel excavation device is used for measuring any position in the tunnel while the tunnel is excavated, and measuring the actual characteristic information of the tunnel;
a communication module A: the system comprises a communication module B, a terminal unit and a front end unit, wherein the communication module B is used for establishing communication connection with the communication module B, sending the actual characteristic information of the tunnel measured by the total station and the position information of the front end unit in the tunnel to the terminal unit through the communication connection, and receiving the operation result information from the terminal unit;
a communication module B: the system comprises a communication module A, a graphic conversion module and a front end unit, wherein the communication module A is used for establishing communication connection with the communication module A, receiving the actual characteristic information and the position information of the tunnel from the front end unit, sending the actual characteristic information of the tunnel to the operation module, sending the position information to the graphic conversion module and sending the operation result information from the operation module to the front end unit;
a storage module: the tunnel design graph is used for storing the tunnel design graph;
the image conversion module: the system comprises a storage module, a communication module B, a display module and a display module, wherein the storage module is used for storing tunnel design graphs corresponding to the tunnel design graphs, and the communication module B is used for storing the tunnel design graphs in the storage module;
an operation module: the system is used for comparing the actual characteristic information of the tunnel from the communication module B with the theoretical characteristic information from the graph conversion module and sending the operation result information to the front-end unit through the communication module B.
The tunnel actual characteristic information comprises coordinate data of each point on a tunnel contour line, which is obtained by measuring each point on the tunnel contour line by using the total station, in each space dimension, and the theoretical characteristic information comprises corresponding coordinate data, which are represented on the tunnel design graph in each direction dimension and extracted from the corresponding position in the graph by the graph conversion module.
The operation result information is the difference between the actual characteristic information and the theoretical characteristic information of the tunnel.
The two-way communication connection between the communication module A and the communication module B is Bluetooth communication connection.
The terminal unit enables the communication module B, the storage module, the graph conversion module and the operation module to be arranged in an integrated smart phone.
The communication module A can be replaced by a smart phone.
The communication module A is integrated with the total station.
The invention has the beneficial effects that: by adopting the technical scheme provided by the invention, compared with the prior art, the communication connection is established between the front end unit applied to the tunnel and the terminal unit used outside the tunnel, and when the tunnel is excavated, engineering technicians positioned outside the tunnel can conveniently control the engineering excavation condition in the tunnel, so that correct instructions can be sent to constructors in the tunnel in time, the tunnel excavation form and size are ensured to be consistent with the size on the design graph of the engineering technicians, the tunnel engineering quality is improved, compared with the prior art, the engineering technicians do not need to go deep into the tunnel for measurement, the physical labor of the engineering technicians is reduced, the measurement efficiency is improved, the enterprise management cost is reduced, and the economic benefit is improved.
Drawings
Fig. 1 is a schematic diagram of the connection of the present invention.
Detailed Description
The technical solution of the present invention is further described below, but the scope of the claimed invention is not limited to the described.
The invention provides a tunnel measuring system, as shown in fig. 1, comprising a front end unit and a terminal unit, wherein the front end unit comprises a total station and a communication module A, the total station and the communication module A are connected together through a communication data line, and the terminal unit comprises a communication module B, an operation module, a graph conversion module and a storage module; the storage module, the graph conversion module and the operation module are electrically connected in sequence, the communication module B and the operation module are connected together through a bidirectional communication data line, and bidirectional communication connection is established between the communication module A and the communication module B; further, the bidirectional communication connection between the communication module a and the communication module B is a bluetooth communication connection. The terminal unit enables the communication module B, the storage module, the graph conversion module and the operation module to be arranged in an integrated smart phone. The communication module A can be replaced by a smart phone. The communication module A is integrated with the total station.
Total station: the tunnel excavation device is used for measuring any position in the tunnel while the tunnel is excavated, and measuring the actual characteristic information of the tunnel;
a communication module A: the system comprises a communication module B, a terminal unit and a front end unit, wherein the communication module B is used for establishing communication connection with the communication module B, sending the actual characteristic information of the tunnel measured by the total station and the position information of the front end unit in the tunnel to the terminal unit through the communication connection, and receiving the operation result information from the terminal unit;
a communication module B: the system comprises a communication module A, a graphic conversion module and a front end unit, wherein the communication module A is used for establishing communication connection with the communication module A, receiving the actual characteristic information and the position information of the tunnel from the front end unit, sending the actual characteristic information of the tunnel to the operation module, sending the position information to the graphic conversion module and sending the operation result information from the operation module to the front end unit;
a storage module: the tunnel design graph is used for storing the tunnel design graph;
the image conversion module: the system comprises a storage module, a communication module B, a display module and a display module, wherein the storage module is used for storing tunnel design graphs corresponding to the tunnel design graphs, and the communication module B is used for storing the tunnel design graphs in the storage module;
an operation module: the system is used for comparing the actual characteristic information of the tunnel from the communication module B with the theoretical characteristic information from the graph conversion module and sending the operation result information to the front-end unit through the communication module B. The tunnel actual characteristic information comprises coordinate data of each point on a tunnel contour line, which is obtained by measuring each point on the tunnel contour line by using the total station, in each space dimension, and the theoretical characteristic information comprises corresponding coordinate data, which are represented on the tunnel design graph in each direction dimension and extracted from the corresponding position in the graph by the graph conversion module. The operation result information is the difference between the actual characteristic information and the theoretical characteristic information of the tunnel.
By adopting the technical scheme provided by the invention, compared with the prior art, the communication connection is established between the front end unit applied to the tunnel and the terminal unit used outside the tunnel, and when the tunnel is excavated, engineering technicians positioned outside the tunnel can conveniently control the engineering excavation condition in the tunnel, so that correct instructions can be sent to constructors in the tunnel in time, the tunnel excavation form and size are ensured to be consistent with the size on the design graph of the engineering technicians, the tunnel engineering quality is improved, compared with the prior art, the engineering technicians do not need to go deep into the tunnel for measurement, the physical labor of the engineering technicians is reduced, the measurement efficiency is improved, the enterprise management cost is reduced, and the economic benefit is improved.
Claims (6)
1. A tunnel measurement system, characterized by: the system comprises a front end unit and a terminal unit, wherein the front end unit comprises a total station and a communication module A, the total station and the communication module A are connected together through a communication data line, and the terminal unit comprises a communication module B, an operation module, a graph conversion module and a storage module; the storage module, the graph conversion module and the operation module are electrically connected in sequence, the communication module B and the operation module are connected together through a bidirectional communication data line, and bidirectional communication connection is established between the communication module A and the communication module B;
total station: the tunnel excavation device is used for measuring any position in the tunnel while the tunnel is excavated, and measuring the actual characteristic information of the tunnel;
a communication module A: the system comprises a communication module B, a terminal unit and a front end unit, wherein the communication module B is used for establishing communication connection with the communication module B, sending the actual characteristic information of the tunnel measured by the total station and the position information of the front end unit in the tunnel to the terminal unit through the communication connection, and receiving the operation result information from the terminal unit;
a communication module B: the system comprises a communication module A, a graphic conversion module and a front end unit, wherein the communication module A is used for establishing communication connection with the communication module A, receiving the actual characteristic information and the position information of the tunnel from the front end unit, sending the actual characteristic information of the tunnel to the operation module, sending the position information to the graphic conversion module and sending the operation result information from the operation module to the front end unit;
a storage module: the tunnel design graph is used for storing the tunnel design graph;
the image conversion module: the system comprises a storage module, a communication module B, a display module and a display module, wherein the storage module is used for storing tunnel design graphs corresponding to the tunnel design graphs, and the communication module B is used for storing the tunnel design graphs in the storage module;
an operation module: the system comprises a front-end unit, a communication module B, a graph conversion module, a graphic conversion module and a communication module B, wherein the front-end unit is used for sending the information of the operation result to the communication module B; the tunnel actual characteristic information comprises coordinate data of each point on a tunnel contour line, which is obtained by measuring each point on the tunnel contour line by using the total station, in each space dimension, and the theoretical characteristic information comprises corresponding coordinate data, which are represented on the tunnel design graph in each direction dimension and extracted from the corresponding position in the graph by the graph conversion module.
2. A tunnel measurement system according to claim 1, wherein: the operation result information is the difference between the actual characteristic information and the theoretical characteristic information of the tunnel.
3. A tunnel measurement system according to claim 1, wherein: the two-way communication connection between the communication module A and the communication module B is Bluetooth communication connection.
4. A tunnel measurement system according to claim 1, wherein: the terminal unit enables the communication module B, the storage module, the graph conversion module and the operation module to be arranged in an integrated smart phone.
5. The tunneling measurement system of claim 1, wherein: the communication module A can be replaced by a smart phone.
6. A tunnel measurement system according to claim 1, wherein: the communication module A is integrated with the total station.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810525080.0A CN108844528B (en) | 2018-05-28 | 2018-05-28 | Tunnel measurement system |
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| CN201810525080.0A CN108844528B (en) | 2018-05-28 | 2018-05-28 | Tunnel measurement system |
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| CN108844528A CN108844528A (en) | 2018-11-20 |
| CN108844528B true CN108844528B (en) | 2020-09-25 |
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| 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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| 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 |
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| 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 |
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2018
- 2018-05-28 CN CN201810525080.0A patent/CN108844528B/en active Active
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| 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 |
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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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