CN201031704Y - Tunnel wireless laser setting-out work device - Google Patents
Tunnel wireless laser setting-out work device Download PDFInfo
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- CN201031704Y CN201031704Y CNU200720085004XU CN200720085004U CN201031704Y CN 201031704 Y CN201031704 Y CN 201031704Y CN U200720085004X U CNU200720085004X U CN U200720085004XU CN 200720085004 U CN200720085004 U CN 200720085004U CN 201031704 Y CN201031704 Y CN 201031704Y
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Abstract
The utility model discloses a tunnel wireless laser lofting device consisting of a computer, a servo electronic total station, a semiconductor laser and a wireless communicator. A serial port of the computer is connected with the wireless communicator. The total station is connected with the wireless communicator via the serial port. The semiconductor is installed in the ranging rotation part of the total station. The system completes the location of the system itself, the input of data of tunnel axis, data of excavation section and drilling and blasting schema and the work process of section measurement, section outline and blasthole location lofting under the control of computer software. The instrument can process arbitrary curve tunnel, arbitrary section morphology and drilling and blasting schema automatically and indicate excavation by laser beam fast and accurately. The instrument is suitable for various underground engineering constructions including tunnel excavation.
Description
Technical field
The utility model relates to a kind of Underground Engineering Excavation laser laying out apparatus, more specifically relates to a kind of tunnel radio laser laying out apparatus, especially the laser laying out apparatus of excavated section outline line and big gun hole location setting-out in the drilling and blasting method constructing tunnel.
Background technology
At present in the drill bursting construction of underground cavern tunneled network, the location setting-out of excavated surface generally is in the state in artificial instrument center line survey, big gun hole, steel ruler location, waste time and energy, inefficiency, can not satisfy the urgent requirement in time of huge engineering duty, and location setting-out low precision, cause out break easily, influence construction quality, progress and cost.
Utilizing laser projection carrying out setting-out construction is a kind of good settling mode.In the present laser projection setting-out technique, laser orientation instrument is simple and practical a kind of, utilizes the laser instrument that is placed on tunnel top and the abutment wall, emission and coincidence of tunnel center line or parallel laser beam, thereby the midline position of localized tunnel.This technology has cheap, simple in structure, visible emitting, do not take characteristics such as tunnel traffic spacial influence construction, can indicate the direction of tunnel piercing and the gradient, demarcation tunnel midline position, but this instrument only can be indicated center line, can not locating wheel profile and big gun hole, be difficult to handle crooked tunnel, still need in the use and manually determine to measure each big gun hole, workload is very big, and accurate inadequately.
A kind of technology that can carry out the tunnel cross-section laser lofting has neatly appearred recently---and laser lens scanning projection setting-out technique, for example Chinese invention patent publication number CN1262378A is in disclosed laser lofting instrument for tunnel cross-section on August 9th, 2000.This technology is to drive the object lens translation by stepper motor, and the laser beam exit direction that changes fixed laser in the instrument scans, and realizes that the laser point projection indicates the function of locating wheel profile and a plurality of borehole points on profiled outline and the excavated section.This class technology and the corresponding instrument part that comes with some shortcomings in actual applications: self poisoning is difficulty comparatively, needs measuring apparatus to cooperate, and is difficult to freely establish the station, such as being placed on the king-pile point, has taken the tunnel traffic space, influences constructing tunnel; Processing curved tunnel inconvenience; Because the relative aperture of object lens is limited, sweep limits and distance are subject to certain restrictions, and the tunnel cross-section that for example needs setting-out is if bigger, and then lofting instrument must be away from excavated surface.
Summary of the invention
The purpose of this utility model is to be to provide a kind of tunnel radio tunnel laser laying out apparatus, and this instrument can be implemented in laser positioning setting-out apace in tunnel and other underground engineering construction; In use can allow instrument self locate easily, and laser scanning setting-out scope is not subjected to setting-out position and distance limit, do not influence the constructing tunnel traffic, location setting-out precision height can easyly automatically be handled curved tunnel, arbitrary cross-section form and drilling and blasting schema arbitrarily.
For achieving the above object, the utility model adopts following technical measures: this laying out apparatus is made up of computer, servo type electronic total station, semiconductor laser, serial ports wireless communicator.Control software is housed in the computer, and the serial port of the serial port of computer and servo type electronic total station is connected the serial ports wireless communicator respectively, carries out the transmission that is connected of data and control signal between two serial ports wireless communicators; Semiconductor laser installing is in the inside of total station survey rotatable parts, and laser beam perforate from the total station survey rotatable parts casts out.Under computer software control, laying out apparatus carries out self poisoning by the measurement of radio communication control total powerstation, rotates by the control total powerstation to make laser project on the tunnel excavation work plane, reaches the setting-out purpose.Computer software has carried out the software copyright registration, and dbase is " a tunnel piercing automatic station-keeping system ", software copyright registration number 2007SR01366.Its workflow is as follows:
(1) system initialization is promptly opened computer, wireless communicator, laser instrument and total powerstation, makes them in running order, and definite wireless communicator and total powerstation operate as normal;
(2) backsight point of observing oneself know with total powerstation, system calculates self-position (north, east and elevation) and orientation (north to) automatically;
(3) the axis geometric data in the whole tunnel of input under graphic interface, the morphological data of section and drilling and blasting schema (section big gun hole design scheme) comprise any multistage tunnel of straight line and circular curve type, the excavated section of arbitrary shape and big gun hole site;
(4) rotation of control total powerstation, the distance of measuring current excavation work section and the angle of survey mark, the tunnel axis three-dimensional data that contrast has been imported, calculate the characteristic point (springing, summit and abutment wall positive and negative zero point etc.) of excavated section profile and the three-dimensional coordinate in big gun hole;
(5), calculate the characteristic point of excavated section profile and the total powerstation of big gun hole correspondence and rotate horizontal H angle and vertical V angle according to the data of laying out apparatus self poisoning; The rotation of control total powerstation makes outline line point and big gun hole site that laser beam projects needs the location, guiding operation personnel's mark, boring.
(6) after setting-out is all finished, the figure as a result and the record of output setting-out.
The utlity model has following advantage and effect: 1. setting-out system self poisoning is easy; Owing to adopted computer software analysis, utilize total powerstation high-acruracy survey known point, can determine the three-dimensional coordinate of system itself apace, easy and simple to handle, very favourable to the tunnel setting-out of curve complexity; Therefore system can freely establish the station, the setting-out system can be installed in abutment wall eminence or top in construction, does not influence the Construction traffic traffic in the tunnel, saves the engineering time.2. the radio communication system of Cai Yonging makes the setting-out system can be installed in the optional position, has reduced the influence to traffic in the tunnel; Make the staff to operate simultaneously away from the deathtrap, safer.3. setting-out precision height because adopted the mechanical body of total powerstation as systematic survey and rotational positioning, angle measurement accuracy can reach 1 second and more than, calculate thus, at 400 meters transect layout precision Yue Keda 1mm.4. built-in laser instrument does not influence the function of electronic total station, makes the original equipment of this construction of total powerstation and surveying and mapping unit to use as usual, says that from this angle the cost of laser lofting system is very low; Can rotate on a large scale by 360 degree simultaneously, setting-out compliance is strong.5. system is adapted to complicated drilling and blasting schema, and setting-out speed is fast.On indoor computer software, handle in advance, the drilling and blasting schema of storage tunneling section, operate with graphical interfaces during site operation, simple and clear, quick, saved the engineering time.
Description of drawings
Fig. 1 is a kind of tunnel radio laser laying out apparatus schematic diagram.
Fig. 2 is a kind of tunnel radio laser laying out apparatus software function flow chart.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in further detail:
As shown in Figure 1, system is made up of computer 1, total powerstation 2, semiconductor laser 3 and wireless communicator 4 and 5.Control software is housed in the computer 1, computer 1 is connected by serial port 7 with wireless communicator 4, total powerstation 2 is connected by serial port 8 with wireless communicator 5, wireless communicator 4 and 5 is supporting two-way transmission communicator, and the data-signal of the control signal of computer 1 and total powerstation 2 is deciphered, transmitted by wireless communicator 4 and 5.During concrete enforcement, computer adopts portable machine or the desktop computer that possesses serial port; Total powerstation adopts the servo type electronic total station, and available model has Topcon800 series, spectrum FOCUS10 series, Trimble5600 series etc.; Wireless communicator adopts serial ports wireless data sending unit, and available model has the portable port HPS-120 of Intech, prompt easily wireless data transmission terminal and makes every effort to achieve LQ9200 etc.;
Semiconductor laser 3 is installed in range finding rotary head 6 inside of total powerstation 2, laser instrument 3 optical axises are parallel with total powerstation 2 measurement optical axises, the installation site make laser beam can from total powerstation 2 former porose or separately perforate cast out, laser instrument 3 optical axises are adjusted to parallel with the measurement optical axis of total powerstation 2.Semiconductor laser adopts ruddiness (wavelength is about 650nm) or green (light) laser (wavelength is about 532nm), the angle of divergence little, volume is suitable for that total powerstation is built-in to get final product, the power of laser instrument is selected according to the tunnel air transparency that uses, 20～50mw generally can satisfy 500 meters projection demands of drilling and blasting method excavation site, can select for use model to have GP461 laser to decide the target device, HqL04 laser sight etc.
The laser lofting system works under computer 1 control, and its detailed process is described as follows according to Fig. 2, the steps include:
(1) system initialization 9, promptly open computer 1, wireless communicator 4 and 5, laser instrument 3 and total powerstation 2, make it in running order, computer sends wireless answering requests 10 to total powerstation 2 then, to determine wireless communicator 4 and 5 and total powerstation 2 operate as normal whether; Software is judged whether normal response 11 of total powerstation, if normal response has been carried out rotary manipulation, then can enter next step; If software does not receive normal response, then enter error handling processing 12, the abnormal working position of wireless communicator or total powerstation is got rid of in prompting;
(2) with the known backsight point (north, east and altitude data are known) of total powerstation observation, system calculates self-position (north, east and elevation) and orientation (northern to) system's self poisoning 13 automatically; Concrete operations are, import two known backsight point three-dimensional coordinates (north, east and elevation), with 2 points of total powerstation rotary alignment successively, measure its angle, software Automatic computing system self-position is promptly measured the coordinate (north, east and elevation) of photocentre, and the north that obtains relative coordinate system to, then automatically with the bearing data zero clearing, turn to the north to, finish the self poisoning of laying out apparatus.
(3) input tunnel axis data 14 under graphic interface, input profile data and drilling and blasting schema 15 (section big gun hole design scheme); Concrete operations are, the mode of filling in form is imported starting point coordinate, type (comprising straight line and circular arc type), the gradient and the length parameter in tunnel, and the center of circle, radius parameter also will be imported in the circular arc type tunnel, and form can be imported any multistage tunnel; Draw the two-dimensional shapes of section then in the graphic operation mode, input feature vector point and big gun hole site (X, Y), and relative coordinate X0, the Y0 of tunnel axis and excavated section intersection point;
(4) measure section distance, angle 16, measure the distance and the survey mark angle of current excavation work section.The rotation of control total powerstation, the current excavation work section of sensing cooperate prism measuring distance and survey mark angle; Software is automatically based on the tunnel axis three-dimensional data of having imported, and calculates the characteristic point (springing, summit and abutment wall positive and negative zero point etc.) of excavated section profile and the three-dimensional coordinate in big gun hole;
(5) the total powerstation anglec of rotation 17 in calculating outline line characteristic point and big gun hole.Software calculates the characteristic point of excavated section profile and the total powerstation of big gun hole correspondence and rotates horizontal H angle and vertical V angle according to the data of system's self poisoning; Under the graphical interfaces mouse control, send total powerstation rotation request 18 to total powerstation successively according to the layout point order, judge whether total powerstation rotates normal and reply 19, if total powerstation does not have normal response, then enter error handling processing, hardware fault or the setting of change software are got rid of in prompting, as time interval of setting-out etc.; Under radio communication and total powerstation reference performance, laser beam can correctly be indicated outline line point and the big gun hole site that needs the location, the excavation operating personnel can carry out mark, boring in view of the above, judge whether that then all own setting-out of having a few finishes 21, if still there is layout point pending, then return step 17, compute dependent data is finished output pattern record 22 otherwise enter setting-out.
(6) output pattern record 22 is finished in setting-out, and setting-out is all finished, and software is exported the result of setting-out automatically, and with the outline line and the big gun hole of graphic form output setting-out, printable file provides data file.
Above-described is complete laying out apparatus operating process, when the tunnel excavation section is constantly pushed ahead, under the situation that laying out apparatus itself does not have to move, then can skips steps 13,14,15 in operation, after determining the laying out apparatus operate as normal, directly measure new excavated section 16, carry out new round setting-out operation.
Claims (2)
1. tunnel laser laying out apparatus, comprise computer (1), total powerstation (2), semiconductor laser (3) and wireless communicator (4), it is characterized in that, control software is equipped with in computer (1) inside, computer (1) is connected by serial port (7) with wireless communicator (4), total powerstation (2) is connected by serial port (8) with wireless communicator (5), and semiconductor laser (3) is installed in range finding rotary head (6) inside of total powerstation (2).
2. a kind of tunnel according to claim 1 laser laying out apparatus is characterized in that: laser instrument (3) optical axis is parallel with total powerstation (2) measurement optical axis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200720085004XU CN201031704Y (en) | 2007-05-31 | 2007-05-31 | Tunnel wireless laser setting-out work device |
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| Application Number | Priority Date | Filing Date | Title |
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| CNU200720085004XU CN201031704Y (en) | 2007-05-31 | 2007-05-31 | Tunnel wireless laser setting-out work device |
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| CN201031704Y true CN201031704Y (en) | 2008-03-05 |
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| CNU200720085004XU Expired - Fee Related CN201031704Y (en) | 2007-05-31 | 2007-05-31 | Tunnel wireless laser setting-out work device |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101067375B (en) * | 2007-05-31 | 2010-05-19 | 中国科学院武汉岩土力学研究所 | Tunnel radio laser laying out apparatus |
| CN102155230A (en) * | 2011-02-15 | 2011-08-17 | 龚晓斌 | Tunnel curve segment lofting method based on circle coordinates |
| CN102564393A (en) * | 2011-12-28 | 2012-07-11 | 北京工业大学 | Method for monitoring and measuring full section of tunnel through three-dimensional laser |
| CN103175510A (en) * | 2013-03-13 | 2013-06-26 | 华中科技大学 | Smart laser profiler automatic in leveling and direction adjustment |
| CN107655406A (en) * | 2017-09-13 | 2018-02-02 | 刘志方 | The monitoring device and its real-time detection method of a kind of bridge vibration deformation |
| CN107816981A (en) * | 2017-10-20 | 2018-03-20 | 中建三局第建设工程有限责任公司 | Tunnel intelligent construction survey setting out method based on BIM |
| CN108387221A (en) * | 2018-01-17 | 2018-08-10 | 西安理工大学 | A kind of tunnel excavation speedy lofting device and setting out method |
| CN108425677A (en) * | 2018-02-05 | 2018-08-21 | 济南力稳岩土工程有限公司 | A kind of monitoring drilling of Tunnel Overbreak ＆ Underbreak applies method |
| CN110146057A (en) * | 2019-05-30 | 2019-08-20 | 中国五冶集团有限公司 | A method of detection tunnel cross-section |
-
2007
- 2007-05-31 CN CNU200720085004XU patent/CN201031704Y/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101067375B (en) * | 2007-05-31 | 2010-05-19 | 中国科学院武汉岩土力学研究所 | Tunnel radio laser laying out apparatus |
| CN102155230A (en) * | 2011-02-15 | 2011-08-17 | 龚晓斌 | Tunnel curve segment lofting method based on circle coordinates |
| CN102564393A (en) * | 2011-12-28 | 2012-07-11 | 北京工业大学 | Method for monitoring and measuring full section of tunnel through three-dimensional laser |
| CN103175510A (en) * | 2013-03-13 | 2013-06-26 | 华中科技大学 | Smart laser profiler automatic in leveling and direction adjustment |
| CN103175510B (en) * | 2013-03-13 | 2015-06-03 | 华中科技大学 | Smart laser profiler automatic in leveling and direction adjustment |
| CN107655406A (en) * | 2017-09-13 | 2018-02-02 | 刘志方 | The monitoring device and its real-time detection method of a kind of bridge vibration deformation |
| CN107816981A (en) * | 2017-10-20 | 2018-03-20 | 中建三局第建设工程有限责任公司 | Tunnel intelligent construction survey setting out method based on BIM |
| CN108387221A (en) * | 2018-01-17 | 2018-08-10 | 西安理工大学 | A kind of tunnel excavation speedy lofting device and setting out method |
| CN108425677A (en) * | 2018-02-05 | 2018-08-21 | 济南力稳岩土工程有限公司 | A kind of monitoring drilling of Tunnel Overbreak ＆ Underbreak applies method |
| CN110146057A (en) * | 2019-05-30 | 2019-08-20 | 中国五冶集团有限公司 | A method of detection tunnel cross-section |
| CN110146057B (en) * | 2019-05-30 | 2022-06-24 | 中国五冶集团有限公司 | Method for detecting tunnel section |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080305 |