CN211500723U - Settlement observation device for tunnel construction period - Google Patents
Settlement observation device for tunnel construction period Download PDFInfo
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- CN211500723U CN211500723U CN201921669855.8U CN201921669855U CN211500723U CN 211500723 U CN211500723 U CN 211500723U CN 201921669855 U CN201921669855 U CN 201921669855U CN 211500723 U CN211500723 U CN 211500723U
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- 238000010276 construction Methods 0.000 title claims abstract description 16
- 238000006243 chemical reaction Methods 0.000 claims abstract description 12
- 239000000835 fiber Substances 0.000 claims abstract description 4
- 238000012544 monitoring process Methods 0.000 claims description 5
- 239000013307 optical fiber Substances 0.000 claims description 3
- 238000012360 testing method Methods 0.000 claims description 2
- 238000004062 sedimentation Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 4
- 230000001133 acceleration Effects 0.000 description 6
- 230000008901 benefit Effects 0.000 description 3
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- 238000004891 communication Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
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- 238000009440 infrastructure construction Methods 0.000 description 1
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Abstract
The utility model discloses an observation device is subsided to tunnel construction phase, include: set up at least one laser range finder, at least one inclinometer, central control module in the tunnel to and set up respectively in the 4G route conversion module and the command portion router of tunnel entrance to a cave, laser range finder and inclinometer are connected with central control module respectively, and central control module gathers laser range finder and inclinometer's parameter information in real time, and transmits for 4G route conversion module and command portion router through optic fibre. The utility model discloses can conveniently in time accurately monitor the change in tunnel, reach the effect that dynamic observation tunnel construction period subsided.
Description
Technical Field
The utility model relates to a tunnel field especially relates to an observation device is subsided to tunnel construction phase.
Background
With the continuous development of socioeconomic of China, the strength of infrastructure construction of China is continuously enhanced, and the tunnel construction method becomes the country with the largest quantity and the fastest growth of tunnel engineering in the world. Investigation and research find that tunnel diseases in highway engineering generally exist in life, driving safety in tunnels and personal safety of passengers are seriously threatened, and meanwhile, the operation benefit of highways is directly influenced. In recent years, with the increase of the number of highway bridges and tunnels in China, more and more quality problems begin to emerge, and the quality of engineering is widely concerned by people, so that the control strength of tunnel quality needs to be enhanced, and detection is an effective means for tunnel quality control. The traditional tunnel quality detection method mainly adopts manual inspection, the result depends on the level of detection personnel, the number of monitoring points is small, the automation degree is low, the monitoring period can not meet the requirements, and the field requirements can not be met.
SUMMERY OF THE UTILITY MODEL
Utility model's an aim at to above-mentioned problem, provides a tunnel construction period settlement observation device, and this utility model in time accurately monitors the change in tunnel, reaches the effect that dynamic observation tunnel construction period subsides.
A settlement observation device in a tunnel construction period comprises: set up at least one laser range finder, at least one inclinometer, central control module in the tunnel to and set up respectively in the 4G route conversion module and the command portion router of tunnel entrance to a cave, laser range finder and inclinometer are connected with central control module respectively, and central control module gathers laser range finder and inclinometer's parameter information in real time, and transmits for 4G route conversion module and command portion router through optic fibre.
Furthermore, the number of the laser range finders is two, and the two laser range finders comprise phase difference detectors and are used for calculating the distance between the laser range finders and a measured object.
Furthermore, the quantity of the inclinometers is four, and the inclinometers are arranged on the wall body in the tunnel and used for testing the change of the horizontal angle.
The 4G routing conversion module is connected with the cloud server and used for uploading parameter information in real time.
Furthermore, the intelligent terminal monitoring system further comprises a plurality of intelligent terminals, the command department router is connected with the intelligent terminals, and the intelligent terminals check monitoring data in real time.
Further, the headquarters router is connected with the central control module through a 500 meter optical fiber.
Furthermore, the intelligent terminal comprises a display module and an early warning module, which are respectively used for displaying parameter information in real time and carrying out real-time early warning according to the parameter information.
Has the advantages that: the utility model discloses can in time accurately monitor the change in tunnel through intelligent terminal, reach the effect that dynamic observation tunnel construction period subsided.
Drawings
FIG. 1 is a system diagram of a settlement observation device during tunnel construction;
fig. 2 is an APP page schematic diagram of the intelligent terminal.
Detailed Description
In order to clearly understand the technical features, objects, and effects of the present invention, embodiments of the present invention will be described with reference to the accompanying drawings.
Fig. 1 shows a specific embodiment, and fig. 2 shows a settlement observation device for tunnel construction period, including: set up at least one laser range finder, at least one inclinometer, central control module in the tunnel to and set up respectively in the 4G route conversion module and the command portion router of tunnel entrance to a cave, laser range finder and inclinometer are connected with central control module respectively, and central control module gathers laser range finder and inclinometer's parameter information in real time, and transmits for 4G route conversion module and command portion router through optic fibre.
The laser emitted by a laser emitter in the laser range finder is divided into two parts: one part of the phase difference signals passes through the distance L and is reflected back by the measured object to enter the phase difference detector; the other part goes directly to the phase difference detector. The phase difference detector measures the phase difference of the two parts of laser, the distance L between the laser transmitter and the measured object is calculated according to the phase difference value, and the laser range finder is directly fixed in the tunnel by using expansion screws.
The inclinometer is used for measuring the horizontal angle change of the system, and the inclination angle sensor integrates the MCU, the MEMS accelerometer, the analog-to-digital conversion circuit and the communication unit on a very small circuit board and directly outputs inclination data such as angles. The theoretical basis is newton's second law: according to basic physical principles, inside a system, velocity is not measurable, but acceleration is measurable. If the initial velocity is known, the linear velocity can be calculated through integration, and then the linear displacement can be calculated, so that the acceleration sensor is actually an acceleration sensor applying the inertia principle. When the tilt sensor is at rest, i.e. no acceleration is acting in the lateral and vertical directions, then only the gravitational acceleration acts on it. The included angle between the gravity vertical axis and the sensitive axis of the acceleration sensor is the inclined angle. The inclinometer is directly fixed on a wall body in the tunnel.
The 4G route conversion module is connected with the central control module through 500 m optical fibers.
The basic principles and main features of the invention and the advantages of the invention have been shown and described above. It should be understood by those skilled in the art that the present invention is not limited to the above embodiments, and the above embodiments and what is described in the specification are only illustrative of the principles of the present invention, and that various changes and modifications may be made without departing from the spirit and scope of the present invention, and these changes and modifications fall within the scope of the claimed invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (7)
1. The utility model provides a settlement observation device during tunnel construction period which characterized in that includes: set up at least one laser range finder, at least one inclinometer, central control module in the tunnel to and set up respectively in the 4G route conversion module and the command portion router of tunnel entrance to a cave, laser range finder and inclinometer are connected with central control module respectively, and central control module gathers laser range finder and inclinometer's parameter information in real time, and transmits for 4G route conversion module and command portion router through optic fibre.
2. The settlement observation device during tunnel construction according to claim 1, wherein the number of the laser range finders is two, and each laser range finder comprises a phase difference detector for calculating the distance between the laser range finder and a measured object.
3. The settlement observation device of claim 1, wherein the number of the inclinometers is four, and the inclinometers are arranged on the wall body in the tunnel and used for testing the change of the horizontal angle.
4. The device of claim 1, further comprising a cloud server, wherein the 4G routing conversion module is connected to the cloud server and is configured to upload parameter information in real time.
5. The settlement observation device of claim 1, further comprising a plurality of intelligent terminals, wherein the router of the command department is connected with the intelligent terminals, and the intelligent terminals view the monitoring data in real time.
6. The settlement observation device during tunnel construction according to claim 1, wherein the headquarters router is connected to the central control module through an optical fiber of 500 meters.
7. The device for observing sedimentation during tunnel construction according to claim 5, wherein the intelligent terminal comprises a display module and an early warning module, which are respectively used for displaying parameter information in real time and giving an early warning in real time according to the parameter information.
Priority Applications (1)
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CN201921669855.8U CN211500723U (en) | 2019-10-08 | 2019-10-08 | Settlement observation device for tunnel construction period |
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CN201921669855.8U CN211500723U (en) | 2019-10-08 | 2019-10-08 | Settlement observation device for tunnel construction period |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110513150A (en) * | 2019-10-08 | 2019-11-29 | 四川公路桥梁建设集团有限公司 | Settlement observation device for tunnel construction period |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN110513150A (en) * | 2019-10-08 | 2019-11-29 | 四川公路桥梁建设集团有限公司 | Settlement observation device for tunnel construction period |
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