CN108548821A - A kind of airfield pavement carefully sees shape measurement system and control evaluation method - Google Patents
A kind of airfield pavement carefully sees shape measurement system and control evaluation method Download PDFInfo
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- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N21/00—Investigating or analysing materials by the use of optical means, i.e. using sub-millimetre waves, infrared, visible or ultraviolet light
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Abstract
A kind of airfield pavement carefully sees shape measurement system and control evaluation method.System includes measuring vehicle, high precision laser range finder, GPS positioning instrument and industrial personal computer, and high precision laser range finder, which is located at, to be measured on the outside of vehicle；GPS positioning instrument is located at measurement roof, is built-in with GPS module and mobile communication module；Industrial personal computer, which is mounted on, measures car portion, is equipped with display and database, and be electrically connected with high precision laser range finder and GPS positioning instrument.Advantage of the present invention：It is easy to install and use.Modularized design, it is easy for assemble or unload.Operating aspect can be used without carrying out more debugging after system connection.Strong environmental adaptability, conventional method whether freeze etc. to light, road face require it is high, it is no it will cause erroneous judgement, this system can perfection overcome the above problem.The thin sight pattern that airfield pavement can quickly be measured can be used for analyzing position, the type and extent that runway surface breakage occurs by being used for a long time.
Description
Technical field
The invention belongs to airport engineering technical fields, and shape measurement system and control are carefully seen more particularly to a kind of airfield pavement
Evaluation method processed.
Background technology
With the increase of airfield runway service life, road face will appear different degrees of breakage, and airport needs to carry out thus
The real-time oversight of road face damaged condition, to ensure the operational safety of runway.For this problem, domestic and foreign scholars propose a variety of
Solution.For example the drafting etc. of a cloud is carried out using the method shooting road face image of image recognition, using laser total station.This
The it is proposed of a little methods, for analyzing that surface damage type and extent have prodigious contribution.But such equipment is only capable of completion one
Class works, i.e. the recovery of road face image, and the reconstruct of construction can not be carefully seen into trade face.
Construction is carefully seen as subtle variation occurs for the service life increase of runway in road face, and this variation shows thin bone
The exposing of material to fall off with coarse aggregate changes runway friction coefficient, therefore there are serious peaces so as to cause aircraft to prick tire
Full hidden danger.With conventional method it can be found that the damage of road face but being limited by Airport Operation management requirement, can not apply and Runway operation
Management is practical.Therefore it needs to find new technical method and solves the problems, such as this.
If this can be solved the problems, such as, realizes that runway carefully sees the reduction of construction, the guarantor of Runway operation safety will be effectively improved
Barrier ability, has important practical significance.
Invention content
To solve the above-mentioned problems, the purpose of the present invention is to provide a kind of airfield pavements carefully to see shape measurement system and control
Evaluation method processed.
In order to achieve the above object, it includes measuring vehicle, high-precision that airfield pavement provided by the invention, which carefully sees shape measurement system,
Spend laser range finder, GPS positioning instrument and industrial personal computer；Wherein high precision laser range finder is arranged in the outside for measuring vehicle；GPS positioning
Instrument is arranged at the top for measuring vehicle, is built-in with GPS module and mobile communication module；Industrial personal computer is mounted on the inside for measuring vehicle, if
There are display and database, and is electrically connected with high precision laser range finder and GPS positioning instrument.
The measurement vehicle is manned vehicle or automatic driving vehicle.
The laser head that direction is vertical downwardly directed to airfield pavement is installed in the high precision laser range finder, is measured
Precision is 0.1mm.
The control method that airfield pavement provided by the invention carefully sees shape measurement system includes the following step executed in order
Suddenly：
1) the S1 stages of system free time：In this stage, each building block is in standby in system, waits for industrial personal computer
Instruction, subsequently into the S2 stages；
2) start the S2 stages for carefully seeing construction in measuring channels face：In this stage, staff starts industrial personal computer, to each hardware
It is powered, subsequently into the S3 stages；
3) the S3 stages of hardware charging self-test：In this stage, self-test after each hardware charging, subsequently into the S4 stages；
4) judge the S4 stages of self-detection result：In this stage, system judges whether each hardware communication is normal, if it is determined that
As a result it is "Yes", then enters the S5 stages；Otherwise enter the S6 stages；
5) recorded trace face GPS coordinate and the thin S5 stages for seeing construction size：In this stage, the roads Che face uplink is measured
It sails, at the same time, the high precision laser range finder detection distance value between laser head and road face thereon in real time determines thin sight with this
Whether construction size changes, and is then transferred to industrial personal computer；GPS positioning instrument obtains GPS coordinate using GPS module, then leads to
It crosses mobile communication module and sends industrial personal computer to, industrial personal computer is stored after receiving above-mentioned data, is used for subsequent analysis, measures 15
Enter the S7 stages after second；
6) prompt checks the S6 stages of hardware：In this stage, industrial personal computer prompt alarm, waits for staff to check, so
The S1 stages are returned afterwards；
7) judge the S7 stages for testing whether to terminate：In this stage, judge high precision laser range finder and GPS positioning instrument
Whether the data passed back are constant, if it is judged that being "Yes", then enter the S8 stages；Otherwise the S5 stages are returned；
8) the S8 stages terminated are measured：In this stage, industrial personal computer automatically exits from operation, and measurement terminates.
The evaluation method that airfield pavement provided by the invention carefully sees shape measurement system includes the following step executed in order
Suddenly：
1) the S11 stages of simultaneously record start point information are measured：In this stage, industrial personal computer record system start after respectively by
Distance value between GPS positioning instrument and first GPS coordinate and corresponding laser head and road face of high precision laser range finder transmission,
And using the distance value as initial distance value, subsequently into the S12 stages；
2) the S12 stages that single airfield pavement carefully sees topography measurement are completed：In this stage, vehicle is measured on airfield pavement
Traveling, in the process, the high precision laser range finder detection distance value between laser head and road face thereon in real time is determined with this
It is thin to see whether construction size changes, it is then transferred to industrial personal computer；GPS positioning instrument obtains GPS coordinate using GPS module, so
Industrial personal computer is sent to by mobile communication module afterwards, single airfield pavement is thus completed and carefully sees topography measurement, subsequently into S13 ranks
Section；
3) the S13 stages of single measurement data correction：In this stage, this is measured each obtained by industrial personal computer
Distance value subtracts the initial distance value recorded in the S11 stages, obtains single measurement and corrects data, subsequently into the S14 stages；
4) the S14 stages of data storage：In this stage, above-mentioned single measurement is corrected data and is stored in data by industrial personal computer
Library, subsequently into the S15 stages；
5) the S15 stages of road face damage location analysis：In this stage, industrial personal computer will be under identical GPS coordinate in database
This recorded corrects the amendment data that data subtract last measurement acquisition, and the position that result is not zero is over the display
It is marked with red, which is that damaged point occurs, the position occurred for the breakage of subsequent analysis road face；
6) the S16 stages of road face damaged type analysis：In this stage, industrial personal computer extracts standoff distance within 1 centimetre
Red point coordinates, and establish coordinate analysis matrix using these coordinates, then by coordinate analysis matrix and it is pre-stored with
Damaged type corresponding all eigenmatrixes in road face are compared, if matched with a certain eigenmatrix, you can determine this
The concrete type of road face breakage, subsequently into the S17 stages；
7) the S17 stages of road face damaged degree analysis：In this stage, industrial personal computer is according to the comparison of all previous measured result,
It analyzes the rate of surface damage development, represent " serious ", " very fast " respectively with reddish yellow blue three-color over the display and " delays
Slowly three kinds of degree of injury ", subsequently into the S17 stages；
8) the S18 stages of road face Analysis of Friction Coefficient：In this stage, industrial personal computer analyzes each label according to measurement result
The friction coefficient of position, subsequently into the S19 stages；
9) the S19 stages of road face icing condition analysis：In this stage, industrial personal computer analyzes each label according to measurement result
Position is with the presence or absence of freezing, subsequently into the S20 stages；
10) the S20 stages of analysis report are generated：In this stage, industrial personal computer is according to above-mentioned steps 7)-step 9) point
It analyses result and generates analysis report, evaluation terminates.
Airfield pavement provided by the invention carefully sees shape measurement system and control evaluation method has the following advantages that：1) it installs
It is easy to use.Modularized design, it is easy for assemble or unload.2) operating aspect can make without carrying out more debugging after system connection
With.3) strong environmental adaptability, whether conventional method, which freezes etc. to light, road face, requires high, and no it will cause erroneous judgements, this is
System can perfection overcome the above problem.4) present apparatus can quickly measure the thin sight pattern of airfield pavement, can be with by being used for a long time
Position, type and extent for analyzing runway surface breakage generation.
Description of the drawings
Fig. 1 is that airfield pavement provided by the invention carefully sees shape measurement system composition figure.
Fig. 2 is the control method flow chart that airfield pavement provided by the invention carefully sees shape measurement system.
Fig. 3 is the evaluation method flow chart that airfield pavement provided by the invention carefully sees shape measurement system.
Specific implementation mode
Shape measurement system and control are carefully seen to airfield pavement provided by the invention in the following with reference to the drawings and specific embodiments
Evaluation method is described in detail.
As shown in Figure 1, it includes measuring vehicle 1, high-precision laser that airfield pavement provided by the invention, which carefully sees shape measurement system,
Rangefinder 2, GPS positioning instrument 3 and industrial personal computer 4；Wherein high precision laser range finder 2 is arranged in the outside for measuring vehicle 1；GPS positioning
Instrument 3 is arranged at the top for measuring vehicle 1, is built-in with GPS module and mobile communication module；Industrial personal computer 4, which is mounted on, measures the interior of vehicle 1
Portion is equipped with display and database, and is electrically connected with high precision laser range finder 2 and GPS positioning instrument 3.
The measurement vehicle 1 is manned vehicle or automatic driving vehicle.
The laser head that direction is vertical downwardly directed to airfield pavement is installed in the high precision laser range finder 2, is being surveyed
For measuring the distance value between laser head and road face in amount 1 moving process of vehicle, to judge that face carefully sees whether construction size occurs
Variation, measurement accuracy 0.1mm.
The operation principle that airfield pavement provided by the invention is now carefully seen to shape measurement system is described below：
When need carefully to see pattern to airfield pavement measure when, driven first by staff and measure vehicle 1 or use nothing
The measurement vehicle 1 that people drives travels on road face, at the same time, under the control of industrial personal computer 4, utilizes high precision laser range finder 2
The distance value between laser head and road face thereon is detected in real time, is carefully seen whether construction size changes to determine with this, is then passed
Give industrial personal computer 4；GPS positioning instrument 3 obtains GPS coordinate using GPS module, then sends industrial personal computer to by mobile communication module
4, industrial personal computer 4 is stored after receiving above-mentioned data, and is analyzed, and analysis report is ultimately generated.
As shown in Fig. 2, the control method that airfield pavement provided by the invention carefully sees shape measurement system includes holding in order
Capable the following steps：
1) the S1 stages of system free time：In this stage, each building block is in standby in system, waits for industrial personal computer
4 instruction, subsequently into the S2 stages；
2) start the S2 stages for carefully seeing construction in measuring channels face：In this stage, staff starts industrial personal computer 4, to each hard
Part is powered, subsequently into the S3 stages；
3) the S3 stages of hardware charging self-test：In this stage, self-test after each hardware charging, subsequently into the S4 stages；
4) judge the S4 stages of self-detection result：In this stage, system judges whether each hardware communication is normal, if it is determined that
As a result it is "Yes", then enters the S5 stages；Otherwise enter the S6 stages；
5) recorded trace face GPS coordinate and the thin S5 stages for seeing construction size：In this stage, vehicle 1 is measured in road face uplink
It sails, at the same time, high precision laser range finder 2 detects the distance value between laser head and road face thereon in real time, thin to determine with this
It sees whether construction size changes, is then transferred to industrial personal computer 4；GPS positioning instrument 3 obtains GPS coordinate using GPS module, so
Industrial personal computer 4 is sent to by mobile communication module afterwards, industrial personal computer 4 is stored after receiving above-mentioned data, is used for subsequent analysis,
Enter the S7 stages after measuring 15 seconds；
6) prompt checks the S6 stages of hardware：In this stage, the prompt of industrial personal computer 4 alarm, waits for staff to check, so
The S1 stages are returned afterwards；
7) judge the S7 stages for testing whether to terminate：In this stage, judge high precision laser range finder 2 and GPS positioning
Whether the data that instrument 3 is passed back are constant, if it is judged that being "Yes", then enter the S8 stages；Otherwise the S5 stages are returned；
8) the S8 stages terminated are measured：In this stage, industrial personal computer 4 automatically exits from operation, and measurement terminates.
As shown in figure 3, the evaluation method that airfield pavement provided by the invention carefully sees shape measurement system includes holding in order
Capable the following steps：
1) the S11 stages of simultaneously record start point information are measured：In this stage, industrial personal computer 4 records after system starts respectively
Between first GPS coordinate transmitted by GPS positioning instrument 3 and high precision laser range finder 2 and corresponding laser head and road face away from
From value, and using the distance value as initial distance value, subsequently into the S12 stages；
2) the S12 stages that single airfield pavement carefully sees topography measurement are completed：In this stage, vehicle 1 is measured in airfield pavement
Upper traveling, in the process, high precision laser range finder 2 detect the distance value between laser head and road face thereon in real time, are come with this
It determines whether thin sight construction size changes, is then transferred to industrial personal computer 4；GPS positioning instrument 3 obtains GPS using GPS module and sits
Mark, industrial personal computer 4 is then sent to by mobile communication module, thus complete single airfield pavement carefully see topography measurement, then into
Enter the S13 stages；
3) the S13 stages of single measurement data correction：In this stage, industrial personal computer 4 is obtained this measurement each
A distance value subtracts the initial distance value recorded in the S11 stages, obtains single measurement and corrects data, subsequently into the S14 stages；
4) the S14 stages of data storage：In this stage, above-mentioned single measurement is corrected data and is stored in data by industrial personal computer 4
Library, subsequently into the S15 stages；
5) the S15 stages of road face damage location analysis：In this stage, industrial personal computer 4 will be under identical GPS coordinate in database
This recorded corrects the amendment data that data subtract last measurement acquisition, and the position that result is not zero is over the display
It is marked with red, which is that damaged point occurs, the position occurred for the breakage of subsequent analysis road face；
6) the S16 stages of road face damaged type analysis：In this stage, industrial personal computer 4 extracts standoff distance within 1 centimetre
Red point coordinates, and establish coordinate analysis matrix using these coordinates, then by coordinate analysis matrix and it is pre-stored with
Damaged type corresponding all eigenmatrixes in road face are compared, if matched with a certain eigenmatrix, you can determine this
The concrete type of road face breakage, subsequently into the S17 stages；For example, stitching this road face damaged type for road facial cleft, one is corresponded to
Kind eigenmatrix, if the eigenmatrix matching of coordinate analysis matrix and road facial cleft seam, you can determine and coordinate analysis matrix
The breakage of corresponding road face is stitched for road facial cleft；.
7) the S17 stages of road face damaged degree analysis：In this stage, industrial personal computer 4 is according to the comparison of all previous measured result,
It analyzes the rate of surface damage development, represent " serious ", " very fast " respectively with reddish yellow blue three-color over the display and " delays
Slowly three kinds of degree of injury ", subsequently into the S17 stages；
8) the S18 stages of road face Analysis of Friction Coefficient：In this stage, industrial personal computer 4 analyzes each mark according to measurement result
The friction coefficient for remembering position, subsequently into the S19 stages；
9) the S19 stages of road face icing condition analysis：In this stage, industrial personal computer 4 analyzes each mark according to measurement result
Position is remembered with the presence or absence of freezing, subsequently into the S20 stages；
10) the S20 stages of analysis report are generated：In this stage, industrial personal computer 4 is according to above-mentioned steps 7)-step 9) point
It analyses result and generates analysis report, evaluation terminates.
Claims (5)
1. a kind of airfield pavement carefully sees shape measurement system, it is characterised in that：The airfield pavement carefully sees shape measurement system
Including measuring vehicle (1), high precision laser range finder (2), GPS positioning instrument (3) and industrial personal computer (4)；Wherein high-precision laser range-finding
Instrument (2) setting is in the outside for measuring vehicle (1)；GPS positioning instrument (3) setting measure vehicle (1) top, be built-in with GPS module and
Mobile communication module；Industrial personal computer (4) is mounted on the inside for measuring vehicle (1), is equipped with display and database, and and high-precision laser
Rangefinder (2) and GPS positioning instrument (3) electrical connection.
2. airfield pavement according to claim 1 carefully sees shape measurement system, it is characterised in that：The measurement vehicle (1)
For manned vehicle or automatic driving vehicle.
3. airfield pavement according to claim 1 carefully sees shape measurement system, it is characterised in that：The high-precision laser
The laser head that direction is vertical downwardly directed to airfield pavement, measurement accuracy 0.1mm are installed on rangefinder (2).
4. a kind of airfield pavement as described in claim 1 carefully sees the control method of shape measurement system, it is characterised in that：It is described
Control method include the following steps executed in order：
1) the S1 stages of system free time：In this stage, each building block is in standby in system, waits for industrial personal computer (4)
Instruction, subsequently into the S2 stages；
2) start the S2 stages for carefully seeing construction in measuring channels face：In this stage, staff starts industrial personal computer (4), to each hardware
It is powered, subsequently into the S3 stages；
3) the S3 stages of hardware charging self-test：In this stage, self-test after each hardware charging, subsequently into the S4 stages；
4) judge the S4 stages of self-detection result：In this stage, system judges whether each hardware communication is normal, if it is judged that
For "Yes", then enter the S5 stages；Otherwise enter the S6 stages；
5) recorded trace face GPS coordinate and the thin S5 stages for seeing construction size：In this stage, vehicle (1) is measured to travel on road face,
At the same time, high precision laser range finder (2) the detection distance value between laser head and road face thereon in real time determines thin sight with this
Whether construction size changes, and is then transferred to industrial personal computer (4)；GPS positioning instrument (3) obtains GPS coordinate using GPS module,
Then industrial personal computer (4) is sent to by mobile communication module, industrial personal computer (4) is stored after receiving above-mentioned data, after being used for
Continuous analysis enters the S7 stages after measuring 15 seconds；
6) prompt checks the S6 stages of hardware：In this stage, industrial personal computer (4) prompt alarm, waits for staff to check, then
Return to the S1 stages；
7) judge the S7 stages for testing whether to terminate：In this stage, judge high precision laser range finder (2) and GPS positioning instrument
(3) whether the data passed back are constant, if it is judged that being "Yes", then enter the S8 stages；Otherwise the S5 stages are returned；
8) the S8 stages terminated are measured：In this stage, industrial personal computer (4) automatically exits from operation, and measurement terminates.
5. a kind of airfield pavement as described in claim 1 carefully sees the evaluation method of shape measurement system, it is characterised in that：It is described
Evaluation method include the following steps executed in order：
1) the S11 stages of simultaneously record start point information are measured：In this stage, industrial personal computer (4) record system start after respectively by
Between GPS positioning instrument (3) and first GPS coordinate and corresponding laser head and road face of high precision laser range finder (2) transmission
Distance value, and using the distance value as initial distance value, subsequently into the S12 stages；
2) the S12 stages that single airfield pavement carefully sees topography measurement are completed：In this stage, vehicle (1) is measured on airfield pavement
Traveling, in the process, high precision laser range finder (2) detect the distance value between laser head and road face thereon in real time, are come with this
It determines whether thin sight construction size changes, is then transferred to industrial personal computer (4)；GPS positioning instrument (3) is obtained using GPS module
Then GPS coordinate sends industrial personal computer (4) to by mobile communication module, thus complete single airfield pavement and carefully see topography measurement,
Subsequently into the S13 stages；
3) the S13 stages of single measurement data correction：In this stage, this is measured each obtained by industrial personal computer (4)
Distance value subtracts the initial distance value recorded in the S11 stages, obtains single measurement and corrects data, subsequently into the S14 stages；
4) the S14 stages of data storage：In this stage, above-mentioned single measurement is corrected data and is stored in database by industrial personal computer (4),
Subsequently into the S15 stages；
5) the S15 stages of road face damage location analysis：In this stage, industrial personal computer (4) is by institute under identical GPS coordinate in database
This of record corrects the amendment data that data subtract last measurement acquisition, and the position that result is not zero is used over the display
Red is marked, which is that damaged point occurs, the position occurred for the breakage of subsequent analysis road face；
6) the S16 stages of road face damaged type analysis：In this stage, industrial personal computer (4) extracts standoff distance within 1 centimetre
Red point coordinates, and coordinate analysis matrix is established using these coordinates, then by coordinate analysis matrix and pre-stored and road
Damaged type corresponding all eigenmatrixes in face are compared, if matched with a certain eigenmatrix, you can determine the road
The concrete type of face breakage, subsequently into the S17 stages；
7) the S17 stages of road face damaged degree analysis：In this stage, industrial personal computer (4) divides according to the comparison of all previous measured result
The rate of road surface damage development is analysed, represent " serious ", " very fast " respectively with reddish yellow blue three-color over the display and " is delayed
Slowly three kinds of degree of injury ", subsequently into the S17 stages；
8) the S18 stages of road face Analysis of Friction Coefficient：In this stage, industrial personal computer (4) analyzes each label according to measurement result
The friction coefficient of position, subsequently into the S19 stages；
9) the S19 stages of road face icing condition analysis：In this stage, industrial personal computer (4) analyzes each label according to measurement result
Position is with the presence or absence of freezing, subsequently into the S20 stages；
10) the S20 stages of analysis report are generated：In this stage, industrial personal computer (4) is according to above-mentioned steps 7) analysis of-step 9)
As a result analysis report is generated, evaluation terminates.
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110409271A (en) * | 2019-06-19 | 2019-11-05 | 黑龙江省机场管理集团有限公司漠河机场分公司 | Airport concrete pavement thin layer repairing device and control evaluation method under low temperature environment |
| CN111638229A (en) * | 2019-10-08 | 2020-09-08 | 上海大学 | Web-based bidirectional positioning association method for airport pavement diseases and satellite maps |
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| 于锦等: "公路水泥混凝土路面设计", 《公路水泥混凝土路面设计规范》 * |
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| CN110409271A (en) * | 2019-06-19 | 2019-11-05 | 黑龙江省机场管理集团有限公司漠河机场分公司 | Airport concrete pavement thin layer repairing device and control evaluation method under low temperature environment |
| CN111638229A (en) * | 2019-10-08 | 2020-09-08 | 上海大学 | Web-based bidirectional positioning association method for airport pavement diseases and satellite maps |
| CN111638229B (en) * | 2019-10-08 | 2023-07-18 | 上海大学 | Airport pavement disease and satellite map bidirectional positioning correlation method based on Web |
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Application publication date: 20180918 |