CN205403732U - Remove scanning tunnel drift section and volume measuring device - Google Patents

Remove scanning tunnel drift section and volume measuring device Download PDF

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Publication number
CN205403732U
CN205403732U CN201620149053.4U CN201620149053U CN205403732U CN 205403732 U CN205403732 U CN 205403732U CN 201620149053 U CN201620149053 U CN 201620149053U CN 205403732 U CN205403732 U CN 205403732U
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sensor
circle
tunnel
laser
center
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CN201620149053.4U
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石零
余新明
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Jianghan University
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Jianghan University
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Abstract

The utility model provides a remove scanning tunnel drift section and volume measuring device, including laser instrument sensor installation base, be used for measuring tunnel internal diameter circumference laser rangefinder sensor, be used for measuring the centre of a circle laser rangefinder sensor of tunnel length, the speedtransmitter who is used for measuring the measuring device velocity of movement, multi -channel data acquisition and change hardware, circumference laser rangefinder sensor and centre of a circle laser rangefinder sensor settings are in the same surface of laser instrument sensor installation base, and circumference laser rangefinder sensor evenly distributed is on the circumference that uses centre of a circle laser rangefinder sensor to make plausible as centre of a circle place, circumference laser rangefinder sensor, centre of a circle laser rangefinder sensor and speedtransmitter all be connected with multi -channel data acquisition conversion hardware electricity, multi -channel data acquisition conversion hardware is connected with the man -machine operation interface electricity that is used for control survey device state. The utility model discloses can once only obtain tunnel sectional area (change section) and volume.

Description

Motion scan tunnel drift section and volume measurement device
Technical field
The invention belongs to tunnel roadway construction field, be specifically related to a kind of motion scan tunnel drift section and volume measurement device and measuring method thereof.
Background technology
The work such as the design of underground passage engineering, construction, examination such as vcehicular tunnel, mine working and urban subway tunnel all need the data measurements such as the geometry to tunnel, quantity for spray, excavated volume.Generally to the processing mode of these parameters for using Sopwith staff manual measurement record, then calculating, this processing mode requires that artificial amount is many, process length, error are big.Motion scan tunnel (lane) road section and volume measuring method and device utilize laser, electronics, computer technology, realize the geometric shape measuring of section, cross-sectional area calculates, quantity for spray calculates, and provides convenient presto tool for engineers and technicians, quality testing personnel.
Document " automatic tunnel section measuring method and device thereof " (Yu Xinming, stone zero, Wu Xuejun (CN101846507A)), what tunnel drift section area measurement was adopted is that distance measuring sensor is fixed on a rotation axle, the distance driving laser range sensor wheel measuring row tunnel cross-section respective point is rotated by axle, obtain cross-sectional area, the existence of this method has the drawback that one-shot measurement can only obtain cross-sectional area (girth) and can not obtain volume simultaneously, owing to using the method rotated, the time of one-shot measurement is long, motion limit, instrument limit can not be allowed to measure.Document " tunnel safety based on laser section monitors systematic research " (Li Zhipeng etc., electromechanical integration, 1st phase, 70-73 page, 2008), what adopt is that The Cloud Terrace axle rotates drive laser range sensor measuring method, it is impossible to obtains tunnel tunnel volume and area simultaneously, can not measure equally in moving.Document [CN2911606Y] disclosed a kind of tunnel boundary detection rapid measurement device, what it adopted is machine shaft, drives laser range finder to rotate range finding, then coordinates corresponding software algorithm to realize.The disclosed a kind of laser measurer for profile of tunnel of document [CN2272568Y], which employs with tunnel foundation pile for benchmark, and measuring instrument key component still adopts motor to rotate and drives laser range sensor range finding, then coordinates corresponding software algorithm to realize.
In sum, the subject matter that existing several drift section analyzers exist is: utilizing rotating shaft to drive laser range sensor that tunnel drift section is carried out circular scanning, the measurement of so single section causes measuring length consuming time because rotating；Can not to carrying out while section survey and the range measurement on tunnel center line in roadway direction；Not only cannot be carried out one-shot measurement and obtain cross-sectional area (girth) but also obtain the volume in tunnel tunnel；Cannot be carried out the section in motion and cubing.
Summary of the invention
The purpose of the present invention is aiming at the defect of prior art, it is provided that a kind of motion scan tunnel drift section and volume measurement device and measuring method, disposable acquisition tunnel drift section area (Varied section) and volume.
The invention provides a kind of motion scan tunnel drift section and volume measurement device, it includes the center of circle laser range sensor for measuring tunnel tunnel length, for measuring the velocity sensor of measurement apparatus movement velocity, multi-channel data acquisition conversion hardware；Circumferential laser distance measuring sensor and center of circle laser range sensor are arranged at the same surface of laser sensor mounting seat, and circumferential laser distance measuring sensor is uniformly distributed in center of circle laser range sensor for center of circle institute on the circumference of the circle；The laser beam that circumferential laser distance measuring sensor sends is in the light ray parallel that the normal of same plane this plane simultaneously sends with center of circle laser range sensor；Described velocity sensor is arranged in mounting seat.Described circumferential laser distance measuring sensor, center of circle laser range sensor and velocity sensor all electrically connect with multi-channel data acquisition conversion hardware；Multi-channel data acquisition conversion hardware electrically connects with the man machine operation interface for control and measure device state.
Between the light that the laser instrument of adjacent two of described circumferential laser distance measuring sensor sends, angle is 1 °～5 °；The summit of described angle is at the luminous point of center of circle laser range sensor.
Described multi-channel data acquisition conversion hardware receives the interval of the data message from circumferential laser distance measuring sensor, center of circle laser range sensor and velocity sensor in ms level.
Described circumferential laser distance measuring sensor is uniformly distributed in center of circle laser range sensor for multiple circumference of place, center of circle disc.
The invention provides the measuring method based on above-mentioned motion scan tunnel drift section and volume measurement device, comprise the following steps:
A. circumferential laser distance measuring sensor measures the tunnel wall distance to laser ranging probe；Utilize polar coordinate sector integral principle, be integrated summation to measuring differential sectorial area Si folded between the laser beam that several two the adjacent circumferential laser distance measuring sensors obtained send, obtain tunnel drift section area S,
Namely S = Σ i S i , S i = 1 2 θ × r i × r i + 1 ;
B. circumferential laser distance measuring sensor measures the tunnel wall distance to laser ranging probe；Utilize polar coordinate sector integral principle, be integrated summation to measuring fan-shaped differential arc length Li added between the laser beam that several two the adjacent circumferential laser distance measuring sensors obtained send, obtain tunnel drift section perimeter L,
Namely L = Σ L i , L i = θ × r i ;
Wherein, ri、ri+1The distance surveyed for adjacent two circumference range laser sensors adds that θ is the angle of adjacent two circumference range laser sensors each to the distance of center of circle range laser sensor laser instrument respectively；
C. during the motion of described measurement apparatus, tunnel tunnel volume V is calculated by formula V=S × v × Δ t, and wherein v is measurement apparatus movement velocity, and Δ t is for measuring interval；
Or described measurement apparatus static time tunnel tunnel volume V calculated by formula V=S × h, wherein S is tunnel drift section area, and h is the distance that center of circle laser range sensor is measured.
By intermediate interpolated method, the calculating of each elementary area being divided in described step a, the sector between the light that two adjacent circumferential laser range sensors are sent is divided into 2-5 sector.
By intermediate interpolated method, the calculating of each differential arc length being divided in described step b, the sector between the laser beam that two adjacent circumferential laser range sensors are sent is divided into 2-5 sector.
Described intermediate interpolated method isFormer the Si elementary area is S i = 1 2 θ 2 × r i × R + 1 2 × θ 2 × R × r i + 1 , , And further interpolation on this basis.
Described intermediate interpolated method isFormer the Li differential arc length isAnd further interpolation on this basis.
The present invention utilizes circumferential laser distance measuring sensor, center of circle laser range sensor and multi-channel data acquisition conversion hardware, coordinates instrument software to realize the quick measurement of tunnel drift section (area and girth).The present invention utilizes circumferential laser distance measuring sensor and velocity sensor to carry out meter (survey) amount of move distance while section is measured by kinestate, utilizes center of circle laser range sensor to the distance measuring on tunnel center line in roadway direction while section survey when static.The present invention is circumferentially uniformly distributed circumferential laser distance measuring sensor in mounting seat, it is not necessary to utilize rotating shaft to drive laser range sensor that tunnel drift section carries out circular scanning, disposable multiple sections is measured, effectively save measurement duration.The present invention utilizes instrument software to realize carrying out the one-shot measurement of tunnel drift section and volume at kinestate by the cross-sectional area obtained and measurement apparatus movement velocity in real time, and time static, tunnel drift section and volume is measured.The present invention utilizes man machine operation interface effectively to realize the feedback of control and metrical information in real time to measurement apparatus.The present invention is greatly improved certainty of measurement under the support of the interpolation algorithm of instrument software.
Accompanying drawing explanation
Fig. 1 is present configuration schematic diagram a；
Fig. 2 is present configuration schematic diagram b；
Fig. 3 is present configuration schematic diagram c；
Wherein, 1-circumferential laser distance measuring sensor, 2-center of circle laser range sensor, 3-velocity sensor, 4-laser sensor mounting seat, 5-multi-channel data acquisition conversion hardware, 6-man machine operation interface, 7-tunnel tunnel.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail, it is simple to be well understood to the present invention, but the present invention is not constituted restriction by them.
As it can be seen, one motion scan tunnel drift section of the present invention and volume measurement device, it includes laser sensor mounting seat 4, circumferential laser distance measuring sensor 1, center of circle laser range sensor 2, velocity sensor 3, multi-channel data acquisition conversion hardware 5；Circumferential laser distance measuring sensor 1 and center of circle laser range sensor 2 are arranged at the same surface of laser sensor mounting seat 4, and circumferential laser distance measuring sensor 1 is uniformly distributed in center of circle laser range sensor 2 for center of circle institute on the circumference of the circle；And the angle of adjacent circumferential laser range sensor 1 is more than 0 °.Described circumferential laser distance measuring sensor 1 is uniformly distributed in center of circle laser range sensor 2 for 1-3 circumference of place, center of circle circle.
The laser beam that circumferential laser distance measuring sensor 1 sends is in the light ray parallel that the normal of same plane this plane simultaneously sends with center of circle laser range sensor 2；Between the light that the laser instrument of adjacent two of described circumferential laser distance measuring sensor 1 sends, angle is 1 °～5 °；The summit of described angle is at the luminous point of center of circle laser range sensor 2.
Described circumferential laser distance measuring sensor 1, center of circle laser range sensor 2 and velocity sensor 3 all electrically connect with multi-channel data acquisition conversion hardware 5；The data collected are transferred to the instrument software for calculating cross-sectional area by multi-channel data acquisition conversion hardware 5.Multi-channel data acquisition hardware connects presses the interval that instrument software sets, the passage of scanning multichannel Data collecting conversion hardware 5, it is thus achieved that the data of each distance measuring sensor and angular movement speed data.Described multi-channel data acquisition conversion hardware 5 receives the interval of the data message from circumferential laser distance measuring sensor 1, center of circle laser range sensor 2 and velocity sensor 3 in ms level.
Described man machine operation interface 6 can be touch display screen, and measurement apparatus hardware is internally provided with embedded instrumentation software.The area of tunnel tunnel 7 section, girth and cubing, by having elementary area, differential arc length and numerical value interpolation algorithm instrument software, are calculated when motion and standstill state, and are shown on man machine operation interface 6 by the present invention.During use, open the power supply of motion scan tunnel tunnel 7 determinator, each parts energising of determinator.By the startup button on man machine operation interface 6, instrument software starts, each passage by the interval of Millisecond quick scanning multichannel Data collecting conversion hardware 5, acquisition is connected to the data of the circumferential laser distance measuring sensor 1 on passage, center of circle laser range sensor 2, velocity sensor 3, and then static or the cross-sectional area in tunnel tunnel 7 of kinestate, girth and volume are distinguished measured.
The present invention provides a kind of motion scan tunnel drift section and volume measuring method based on said apparatus, comprises the following steps:
A. measuring tunnel drift section area S, described tunnel drift section area S is the differential sectorial area Si sum folded by between the laser beam that several two adjacent circumferential laser distance measuring sensors send, i.e. S=∑ Si；Angle theta between distance ri, ri+1 that differential sectorial area Si folded between adjacent laser light surveys with adjacent two circumference range laser sensors and adjacent two circumferential laser distance measuring sensors is expressed as
B. measuring tunnel drift section perimeter L, described section perimeter L is fan-shaped differential arc length L added between the laser beam that several two adjacent circumferential laser distance measuring sensors sendiSum, i.e. L=∑ Li, distance ri and the θ that fan-shaped differential arc length added between two adjacent laser light is surveyed with adjacent two circumference range laser sensors is expressed as
Above-mentioned calculating process is completed by instrument software.Less for improving precision and the area that makes laser beam divide, instrument software uses interpolation algorithm, divides the sector of more than two, such as the centre of two adjacent circumferential laser sensor anglesPlace, takesThen an original almost fan be divide into again two, then S i = 1 2 θ 2 × r i × R + 1 2 × θ 2 × R × r i + 1 , L i = θ 2 × r i + θ 2 × R .
C. when described measurement apparatus is moved, tunnel tunnel volume V is by formula V=∑ Si× v × Δ t calculates, and wherein v is measurement apparatus movement velocity, and Δ t is for measuring interval；Determinator is positioned on the object of motion (such as tunnel mine car, mine locomotive or the special trolley developed), and moving object need not remain a constant speed motion.
Or described measurement apparatus static time tunnel tunnel volume V calculated by formula V=S × h, wherein S is tunnel drift section area, and h is the distance that center of circle laser range sensor is measured；Measurement apparatus is positioned over the port in tunnel tunnel, when after the cross-sectional area girth measuring one section of tunnel tunnel and volume, move to the cut-off distance of center of circle laser range sensor last time, carry out cross-sectional area girth and the cubing in next section of tunnel tunnel, complete the measurement in whole tunnel tunnel and so forth.
The measurement that tunnel drift section changes greatly is suitable for the method using measurement apparatus to move, to ensure effectively to obtain the data of different section, it is ensured that the accuracy of measurement result.Tunnel drift section changes less measurement and is suitable for the method that uses measurement apparatus static, the measurement of stagewise, easy to operate quickly.
The content that this specification is not described in detail belongs to the known prior art of professional and technical personnel in the field.

Claims (5)

1. a motion scan tunnel drift section and volume measurement device, it is characterised in that: it includes laser sensor mounting seat, for measuring the circumferential laser distance measuring sensor of tunnel tunnel internal diameter, for measuring the center of circle laser range sensor of tunnel tunnel length, multi-channel data acquisition conversion hardware；Circumferential laser distance measuring sensor and center of circle laser range sensor are arranged at the same surface of laser sensor mounting seat, and circumferential laser distance measuring sensor is uniformly distributed in center of circle laser range sensor for center of circle institute on the circumference of the circle；The laser beam that circumferential laser distance measuring sensor sends is in the light ray parallel that the normal of same plane this plane simultaneously sends with center of circle laser range sensor；Described circumferential laser distance measuring sensor, center of circle laser range sensor all electrically connect with multi-channel data acquisition conversion hardware.
2. motion scan tunnel drift section according to claim 1 and volume measurement device, it is characterised in that between the light that the laser instrument that circumferential laser distance measuring sensor is adjacent two sends, angle is 1 °～5 °；The summit of described angle is at the luminous point of center of circle laser range sensor.
3. motion scan tunnel drift section according to claim 1 and volume measurement device, characterized by further comprising the velocity sensor for measuring measurement apparatus movement velocity, described velocity sensor is arranged in mounting seat, and velocity sensor electrically connects with multi-channel data acquisition conversion hardware.
4. motion scan tunnel drift section according to claim 1 and volume measurement device, it is characterised in that multi-channel data acquisition conversion hardware receives the interval of the data message from circumferential laser distance measuring sensor, center of circle laser range sensor and velocity sensor in ms level.
5. motion scan tunnel drift section according to claim 1 and volume measurement device, it is characterised in that circumferential laser distance measuring sensor even laminating and setting straggly；Circumferential laser distance measuring sensor is uniformly distributed in center of circle laser range sensor for multiple circumference of place, center of circle disc.
CN201620149053.4U 2016-02-26 2016-02-26 Remove scanning tunnel drift section and volume measuring device Expired - Fee Related CN205403732U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105698714A (en) * 2016-02-26 2016-06-22 江汉大学 Device and method for measurement of sections and volume of tunnel roadway through mobile scanning

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105698714A (en) * 2016-02-26 2016-06-22 江汉大学 Device and method for measurement of sections and volume of tunnel roadway through mobile scanning
CN105698714B (en) * 2016-02-26 2018-09-25 江汉大学 Motion scan tunnel drift section and volume measurement device and its measurement method

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Granted publication date: 20160727

Termination date: 20170226