CN100504029C - Electronic laser target of tunnel digging construction guiding system - Google Patents
Electronic laser target of tunnel digging construction guiding system Download PDFInfo
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- CN100504029C CN100504029C CNB2004100127352A CN200410012735A CN100504029C CN 100504029 C CN100504029 C CN 100504029C CN B2004100127352 A CNB2004100127352 A CN B2004100127352A CN 200410012735 A CN200410012735 A CN 200410012735A CN 100504029 C CN100504029 C CN 100504029C
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Abstract
The invention is a electron laser target for tunnel developing guiding system, which belongs to orientation measuring device, it can be applied to mine, hydraulic tunnel, subway tunnel, municipal pipes, common canals field, the invention arranges edge glass, flat and convex lens, position sensitive sensor PSD, banking indicator and processing circuit along the axis in the barrel machine box; the light sensitive surface of the position sensitive sensor PSD is at the focus plane of the flat and convex lends and vertical to the flat and convex lends axis, the centre of the light sensitive surface is on the axis; the PSD is connected with the processing circuit electric signal. The invention integrates the ELS and the edge glass into one, thus the volume of the ELS is reduced, the operation is simplified, it uses the infrared of the whole station device directly, it is focused by the convex lends, and is placed at the PSD on the focus plane, then it generates current, which is outputted to the external computer after being processed.
Description
Technical field
The invention belongs to positioning measuring device, can be used for fields such as mine, water conservancy project tunnel, subway tunnel, municipal pipeline, common trench.
Background technology
The shield tunnel driving technology is a kind of engineering construction technology of underground bored tunnel, along with the development of Modern Traffic transportation, underground construction, mining, hydraulic engineering, urban construction and electric communications service grows up.Early stage shield machine mainly is to utilize the peculiar shield shell of shield machine tool as supporting, prevents caving in of stratum, excavates safely and various operations such as lining cutting to guarantee within it portion, and excavation is to adopt hand excavation's mode basically.Along with being on the increase of construction of tunnel, for adapting to the construction requirement under the different condition and improving efficiency of construction, remove and constantly improve soft soil tunnel development machine (being the shield structure) and application technology, develop the rock tunnel development machine and the application technology that can adapt to the lithostratigraphy construction again.Along with the development of technology, remote control control technology, laser guidance technique and gyroscope navigation system have been widely used in the shield machine, make the operation of shield machine, the control of ground settlement more become simple and easy, and the construction quality in tunnel is also become better and better.
Guidance system commonly used has three kinds of products in the shield structure now: gyroscope, ZED guidance system, VMT guidance system.
1, identical point: can both measure the attitude in the shield machine construction process, obtain the shield structure attitude data of any time, promptly obtain in real time the shield structure the angle of pitch, roll to angle and horizontal pivot angle.
2, realize the principle difference:
1. gyroscope: classical gyrostatic basic structure is a high speed rotor rotated and is separately fixed at two frameworks on two bearings separately.The axle of rotor generally is in vertical position, so be on vertical plane near the inner frame of rotor, another framework then is positioned on the horizontal plane.The axis of two frameworks of such device is all on horizontal plane.The basic principle of attitude gyroscope is exactly the conservation of angular momentum, is not having under the situation of moment of face, and the size and Orientation of the angular momentum of high speed rotor rotated remains unchanged in inertial space.The outer bearing of general outside framework is fixed on the Flight Vehicle Structure, and the axis of aircraft and the axis of outside framework parallel, and when attitude of flight vehicle changed, its roll angle and the angle of pitch can be measured on the interior outer bearing of outside framework like this.In this class gyroscope, the imbalance of structure, the frictional force that departs from bearing of structural focus is this gyrostatic topmost source of error.These factors have caused certain moment, make gyrostatic orientation produce drift.
When gyroscope was used for the orientation detection of shield excavation machine, energy is display orientation angle, angle of slope, angle of revolution automatically.Be connected the execution control that can realize pipe jacking tunnelling machine, shield excavation machine exactly with the posture management software of development machine.Characteristics: gyroscope is dynamic tracking equipment, by getting in touch with computer, directly reflects the process data that the shield structure advances, and for shield structure location provides favourable guarantee, this lays the foundation for the shield structure is in good advanced state constantly.Shortcoming is that time lag is bigger, and shield machine is influenced by physical features can produce vibrations, and gyroscope might can not keep the static determinacy precision.Because above characteristics, so gyroscope mainly still is a manual measurement only as auxiliary reference in construction.
2. ZED guidance system: being produced by Britain ZED company, is to have the rectangle box of transparent screen, at one end is useful on the socket of stube cable.It is used for receiving laser signal, and the energy measurement laser beam is radiated at position and the incident angle on its target surface.The general objectives unit is installed on the carriage of shield structure front portion, can every 50mm spacing move horizontally, and therefore angular turn that also can 3 ° can cover bigger target area.Its operating principle is: laser beam is by transparent front screen target approach unit (part scattering), and part light hits the sensor that is installed in unit bottom and side, the position when sensor can detecting light beam enters screen; Remaining light beam scioptics arrives the sensor that is installed on the axle center, and this sensor is contained in the rear portion of unit, is used for the inclination angle of measuring beam.The sensor at rear portion and transparent front screen distance are bigger.Therefore, if laser beam is very weak, will cause the reading inaccuracy.The signal that comes out from sensor is converted into electronic signal, and is input to control module by the cable at rear portion, unit.Shortcoming: the ZED guidance system will be done a large amount of calculating when station transfer.
3. VMT guidance system: produce by German VMT company.Electrical laser system ELS is fixed on the shield body, when it receives incoming laser beam, determines the position of incidence point on level and vertical direction, thereby determines horizontal pivot angle.In addition, its inner tilt meter is measured the roll angle and the angle of pitch.What its operating principle: ELS was inner parallel with the ELS front panel is so-called " cloudy screen ".After to the ELS energising, cloudy screen will rotate.So there is the space can printing opacity between the cloudy screen.Cloudy screen rotates the difference of residing angle, and when laser beam incident was on the moon screen, how much light that sees through differed.Behind at the moon screen is the photaesthesia electronic component, thereby laser is mapped to the intensity of measuring incident laser on these electronic components.When the intensity of laser reached maximum value, " cloudy screen " residing angle went on record at this moment.The angle of this position and the laser beam angle of incidence (horizontal pivot angle) on the ELS target is accurately coincide.At built-in two clinometers of ELS target.One is vertically to place, and one is laterally to place.These two clinometers are finally measured absolute rolling angle and the absolute pitch angle of tunnel machine TBM.VMT output in per 2 seconds one secondary data.Distance is measured by the photoelectricity total powerstation between ELS target and the total powerstation, a special polishing prism need be installed on the ELS target for this reason.
Summary of the invention
The invention provides a kind of electronic laser target of set of tunneling construction guidance system, technological synthesiss such as optics, measurement, instrument and meter, machinery, electronics, computer are applied to one, the installation of simplified apparatus and use, output signal can connect computer by the standard asynchronous serial communication interface and carry out the data processing.
The electronic laser target of a kind of set of tunneling construction guidance system of the present invention, comprise prism, planoconvex spotlight, position sensitive detector, treatment circuit and tubular cabinet, it is characterized in that: described prism, described planoconvex spotlight, described position sensitive detector, tilt meter and described treatment circuit are housed in the described tubular cabinet vertically in regular turn; The photosurface of position sensitive detector be positioned on the focal plane of planoconvex spotlight and with the planoconvex spotlight axis normal, the center of this photosurface is on axis; Position sensitive detector is connected with the treatment circuit signal of telecommunication.
The electronic laser target of described set of tunneling construction guidance system, requirement on machining accuracy reached design accuracy when described each parts were installed: 6 class precisions; Cabinet will seal, shockproof.
The electronic laser target of described set of tunneling construction guidance system, described tilt meter can be selected the double-shaft tilt angle sensing module for use.
Tilt meter of the present invention is selected the double-shaft tilt angle sensing module for use, and it is to adopt Electrolyte type detection means and interlock circuit to form.Detection means is made of the electrolyte solution and the electrode of certain chemical composition, after providing ac-excited power supply to electrode, excites the motion between power in the solution, just can form corresponding electric field.The intensity of electric field and electrode immerse the degree of depth of electrolyte solution by confidential relation.When the detection means run-off the straight, two electrodes that excitation power supply is introduced immerse the degree of depth meeting difference of electrolyte solution, and they are also variant with respect to the target earth electric field.By measuring this difference, just can learn the sizes values at incline direction and angle of inclination.The desired index of tilt meter is mainly contained: measurement category, resolution ratio, zero point temperature float, Sensitivity Temperature is floated, non-linear, appearance and size etc.; Have in the existing tilt meter product: single shaft and twin shaft pattern, numeral and simulation output, in addition with linearity and temperature-compensating need press the actual needs selection.
Device optical principle of the present invention is: the collimated light beam of unspecified angle α incident, and it compiles on the convex lens focal plane and is a bit, establishes this point and axial line distance h, and focal length of convex lens is f, then has following formula to set up:
See Fig. 1: then α is the horizontal pivot angle of asking.
The present invention unites two into one ELS and prism and greatly reduces the volume of ELS, simplifies the operation.Need not red laser, directly utilize the infrared rays of total powerstation, infrared rays partly passes prism, its direction is constant, beats on convex lens, and planoconvex lens focuses on, beat on the position sensitive detector PSD that is on the focal plane, produce electric current, treated generation signal outputs to outer computer.
The present invention is mainly used in the attitude measurement in the shield machine construction process, by can obtain the shield structure attitude data of any time, promptly obtain in real time the shield structure the angle of pitch, roll to angle and horizontal pivot angle.
Can realize following function as if linking to each other with computer:
1. non-driving state shield attitude data acquisition: position and the attitude of when the shield structure advances, measuring position and the attitude (deflection angle) and the shield structure tail end center at shield structure front end center in real time by sensor, in main control computer, compare with the data that design in the track (DTA), but the calculation deviation amount;
2. real-time Communication for Power detects: show every measured value and calculated value and last departure in real time by controlling computer;
3. driving, supervisory computer data sharing:, just can make ground office obtain the real-time promote status of shield machine, so that the realization Long-distance Control as long as interface with the ground Office PC is provided;
4. every ring history curve chart: the departure data in the tunneling process of shield structure all will store with the form of daily record, can access at any time and check;
5. the curve of rectifying a deviation: actual track always has deviation with design track (DTA) in the construction, can correct according to design track (DTA) and come.
Description of drawings
Fig. 1 is an optical schematic diagram of the present invention;
Fig. 2 is a kind of embodiment schematic diagram of the present invention.
The specific embodiment:
Fig. 1 is an optical principle of the present invention: the collimated light beam of the unspecified angle α incident by prism 1, and it compiles on the position sensitive detector 3 of convex lens 2 focal planes and is a bit, establishes this point and axial line distance h, and focal length of convex lens is f, then has following formula to set up:
Then α is the horizontal pivot angle of asking.
Fig. 2 represents a kind of embodiment of the present invention, and wherein prism 1: φ 60; Lens 2: φ 50, f=100; Position sensitive detector 3:2 dimension 27 * 27; Above-mentioned each part dimension unit is mm; Tilt meter 4 is selected model for use: numeral output double-shaft tilt angle sensing module NS-15/PL2; The treated circuit 5 of the signal that position sensitive detector PSD is produced is handled the 2D-PSD circuit board that treatment circuit 5 carries for producer.
To change through A/D by the angle signal that treatment circuit obtains, shield attitude position (i.e. three angles) data that collect will be sent to main control computer through the standard asynchronous serial communication interface.Consider practical application, the standard asynchronous serial communication interface can adopt RS-485.
Claims (3)
1. the electronic laser target of a set of tunneling construction guidance system, comprise prism, planoconvex spotlight, position sensitive detector, treatment circuit and tubular cabinet, it is characterized in that: described prism, described planoconvex spotlight, described position sensitive detector, tilt meter and described treatment circuit are housed in the described tubular cabinet vertically in regular turn; The photosurface of position sensitive detector be positioned on the focal plane of planoconvex spotlight and with the planoconvex spotlight axis normal, the center of this photosurface is on axis; Position sensitive detector is connected with the treatment circuit signal of telecommunication.
2. the electronic laser target of set of tunneling construction guidance system as claimed in claim 1 is characterized in that: requirement on machining accuracy reached design accuracy when described each parts were installed: 6 class precisions; Cabinet will seal, shockproof.
3. the electronic laser target of set of tunneling construction guidance system as claimed in claim 1 or 2, it is characterized in that: described tilt meter is selected the double-shaft tilt angle sensing module for use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004100127352A CN100504029C (en) | 2004-02-18 | 2004-02-18 | Electronic laser target of tunnel digging construction guiding system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2004100127352A CN100504029C (en) | 2004-02-18 | 2004-02-18 | Electronic laser target of tunnel digging construction guiding system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1560434A CN1560434A (en) | 2005-01-05 |
| CN100504029C true CN100504029C (en) | 2009-06-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNB2004100127352A Expired - Fee Related CN100504029C (en) | 2004-02-18 | 2004-02-18 | Electronic laser target of tunnel digging construction guiding system |
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Families Citing this family (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100552377C (en) * | 2008-04-14 | 2009-10-21 | 中铁西南科学研究院有限公司 | A kind of method for monitoring laser collimation TBM tunnel clearance displacement |
| CN101430198B (en) * | 2008-12-05 | 2010-06-02 | 华中科技大学 | Non-diffraction photon optical target |
| CN102606165A (en) * | 2012-04-01 | 2012-07-25 | 盾建重工制造有限公司 | Automatic deviation rectifying system for shield machine and operating method of automatic deviation rectifying system |
| CN102720503B (en) * | 2012-04-10 | 2014-08-20 | 江苏大学 | Active-type automatic deviation rectification device of pipe-jacking tunneling machine |
| CN102749066B (en) * | 2012-06-29 | 2015-05-20 | 上海米度测量技术有限公司 | Electronic laser target and measuring device thereof |
| CN103322989A (en) * | 2013-06-06 | 2013-09-25 | 上海米度测量技术有限公司 | Measuring device and method of dynamic real-time measurement of position and posture of pipe pushing jack |
| CN103743378B (en) * | 2013-12-27 | 2018-02-06 | 北京自动化控制设备研究所 | A kind of gesture detection system of pipeline detector |
| CN103994752B (en) * | 2014-06-05 | 2017-04-26 | 中铁上海工程局集团有限公司 | Automatic measurement and guidance system and automatic measurement and guidance method related to pipe pushing construction |
| CN105569662B (en) * | 2016-01-16 | 2018-07-31 | 成都航天烽火精密机电有限公司 | Can intermittently be stretched the mole retreated |
| CN105736007B (en) * | 2016-03-18 | 2018-03-23 | 济南轨道交通集团有限公司 | Merge shield machine positioning and deviation-rectifying system and the method for formation information |
| CN106123776B (en) * | 2016-07-08 | 2019-03-01 | 上海市政建设有限公司 | A kind of push pipe intelligence jacking measuring system and measurement method |
| CN106092069B (en) * | 2016-08-24 | 2019-05-07 | 湖南科天健光电技术有限公司 | A kind of device of guiding and displacement monitoring in underground engineering construction |
| CN106885561A (en) * | 2017-03-15 | 2017-06-23 | 中铁工程装备集团有限公司 | For the laser facula automatic identification equipment of set of tunneling construction guidance and its recognition methods |
| CN109696126B (en) * | 2019-02-27 | 2020-12-15 | 中国矿业大学(北京) | System for measuring pose of heading machine |
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2004
- 2004-02-18 CN CNB2004100127352A patent/CN100504029C/en not_active Expired - Fee Related
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Granted publication date: 20090624 Termination date: 20190218 |