CN108776040A - Bridge security cruising inspection system based on tcm methods and diagnostic method - Google Patents
Bridge security cruising inspection system based on tcm methods and diagnostic method Download PDFInfo
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- CN108776040A CN108776040A CN201810597434.2A CN201810597434A CN108776040A CN 108776040 A CN108776040 A CN 108776040A CN 201810597434 A CN201810597434 A CN 201810597434A CN 108776040 A CN108776040 A CN 108776040A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M99/00—Subject matter not provided for in other groups of this subclass
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
- E01D19/106—Movable inspection or maintenance platforms, e.g. travelling scaffolding or vehicles specially designed to provide access to the undersides of bridges
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- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
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- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
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Abstract
The invention discloses a kind of bridge security cruising inspection system and diagnostic method based on tcm methods, include for acquiring continuous acquisition bridge floor morphological image, the information acquisition unit of vibration time-histories characteristic signals data and structure audio frequency time-histories characteristic signals data and the data information data that is transmitted for receiving information acquisition unit, and comprehensive analysis and judgement bridge security state central processing unit;The present invention obtains bridge floor face phase, dynamic response, sound distributed data by monitoring system, similar to the four methods of diagnosis in theory of traditional Chinese medical science, the safe condition of comprehensive analysis bridge, for substituting existing structure safety inspection work, it can effectively improve routing inspection efficiency, reduce the intensity manually participated in, moreover it is possible to comprehensive realization inspection in a relatively short period of time;The surface defect for finding structure not only can be directly observed after iconology morphological algorithms analyzing processing by the image information that the system returns, also structural form is then necessarily caused to change this rule according to the disease for jeopardizing structure safety, obtaining analyzing relatively for bridge face phase (structure is apparent) variation monitoring by all previous detection differentiates the safety of current structure.
Description
Technical field
The present invention relates to a kind of civil engineering detection field, sensing technology, information engineering, mechanical engineering, artificial is combined
Intelligence multidisciplinary, more particularly to a kind of bridge security cruising inspection system and diagnostic method based on tcm methods.
Background technology
Bridge is the chief component of road traffic, once built up and come into operation, in addition to building in its service phase
Material self performance can constantly degenerate it is outer, also inevitably by vehicular load, environmental load, earthquake load, it is artificial because
The repeated action of element etc., generates structure different degrees of damage, and material aging and damage accumulation cause structural behaviour constantly to move back
Change, burst may be caused partly or wholly to destroy disaster.Therefore economical, conveniently, it is credible, holographic and identical future developing trend
Bridge security testing equipment and diagnostic method are the common pursuits of domestic and abroad bridge circle.
In the prior art, it can substantially be divided into regular safety inspection for the safety inspection of bridge structure, inspect periodically
And special examined.Periodically inspection side and special examined are often referred to by equipment special to infrastructure architecture object periphery to agent structure
It carries out near viewing and test, this inspection is considered effective but commonly required costly and can influence basis
The normal use of facility, it is primary that detection frequency is generally 2-6;For ensure it is adjacent inspect periodically twice between bridge operation peace
Entirely, it is desirable that monthly at least carry out the regular inspection of a bridge, be usually using manually patrolling on works on the implementation
Distant surveillance is made to works depending on or with telescope, because by detection methods, practitioner quantity and quality limited, only with
Perceptual knowledge, lacks quantifiable data information, it is difficult to which the safe condition for promptly and accurately knowing works causes the frequent of structure
Property inspection is mostly useless.
Currently, the application that the structure Long Period Health Monitoring system based on sensor is monitored in span bridge health is more next
It is more, by the displacement meter of substantial amounts, strain gauge, dipmeter, thermometer, hygrometer, accelerometer, Crack Monitoring, weighing machine
Equal senser elements are directly installed on works, to realize to the quiet of structure, dynamic characteristics variation and damage monitoring.Such prison
Survey means are substantially the direct measurement of one system of a structure, and advantage is the possible full-time information for grasping structure, but it has system
Construction cost of uniting is high, labor intensive financial resources, and returned data confidence level is high, data drifts and noise phenomenon are serious, magnanimity number
According to being difficult to handle, the shortcomings of the limited information being only capable of on measuring structure at limited sensor installation point, and contained by the system
The service life of original paper is monitored generally in 5-10, and the normal use time limit of bridge is in 50-100, which is difficult to
Meet the long-time service demand of monitoring structural health conditions, replaces monitoring original paper and maintenance system normal work difficulty is big, costly.
In conclusion the method for currently used bridge structure safe monitoring, means, equipment, personnel and effectively detection
For the frequency far from the actual demand for meeting infrastructure, therefore for the bridge security inspection having a large capacity and a wide range, there is an urgent need to find
It is a kind of it is economical, conveniently, credible, holographic and identical future developing trend bridge security testing equipment and diagnostic method to be to have conscientiously
Effect holds bridge security state, and disaster prevention accident occurs.
Invention content
In view of this, by the theory of the Chinese medicine four methods of diagnosis, the object of the present invention is to provide a kind of based on tcm methods
Bridge security cruising inspection system and method establish bridge service phase to realize economic, bridge security inspection conveniently, credible, holographic
Form, sound, vibration characteristics and operation situation health account database, realize structure safe condition traceable and can return
It traces back, the artificial intelligence analysis based on all previous bridge morphology, sound, vibration characteristics data compares, comprehensively the accurate peace for grasping structure
Total state realizes structure in service detection and assessment, standardization, procedure and the intelligence of maintenance and management.
The bridge security cruising inspection system based on tcm methods of the present invention, including:
The information acquisition unit being installed on a moving trolley, for acquiring following message data:
A. continuous acquisition bridge floor morphological image obtains bridge floor space curved surface morphological data for splicing;
B. it acquires the moving trolley and passes through bridge vibration of beam time-histories characteristic signals data;
C. audio time-histories characteristic signals data of the moving trolley by bridge are acquired;
It is installed on the central processing unit of the moving trolley, the data information number transmitted for receiving information acquisition unit
According to, and comprehensive analysis and judgement bridge security state.
Further, described information collecting unit includes the following component being installed on moving trolley:
Digital camera for continuous acquisition bridge floor morphological image;
Vibration signal sensor for acquiring the vibration characteristics signal data of bridge when the moving trolley passes through bridge;
Acoustic signals for acquiring bridge structure audio time-histories characteristic signals data when moving trolley passes through bridge sense
Device.
Further, described information collecting unit includes the following equipment being installed on moving trolley:
It is respectively used to acquisition ambient light illumination, optical sensor, the temperature sensing of temperature, humidity and geographic coordinate information data
Device, humidity sensor and position indicator;
Equipment of taking photo by plane for acquiring space structure for bridge morphological image data.
Further, further include the loading device and vibration generating arrangement being installed on moving trolley;The vibration signal sensing
Device is set to walking wheel axes, and acoustic signals sensor is set to lower vehicle at bridge floor.
Further, sync mark grenade instrumentation, including drive component and label generation group are also equipped on the moving trolley
Part, it includes light source that label, which generates component, and the light source can project the label of specific shape in bridge floor, and when moving trolley is walked,
Under the synchronous driving of drive component, the position of the label of the specific shape on bridge floor is constant.
Further, the light source is laser light source, and the laser light source is arranged in the specific shape and forms a laser
Light source group;The driving component includes a shaft that can be rotated by driving, and the laser light source group is arranged in shaft, walk
When garage is walked, shaft rotates synchronously, and the laser light source group is projected to position of the label of the specific shape on bridge floor on bridge floor
It sets constant;Alternatively, the driving component includes the actuator being arranged corresponding to each laser light source of laser light source group, walking
When garage is walked, which drives corresponding laser light source synchronization action, makes the laser light source projects to the point position of bridge floor
It is constant so that it is constant that the laser light source group is projected to position of the label of the specific shape on bridge floor on bridge floor.
The invention also discloses a kind of bridge machinery diagnostic method based on theory of traditional Chinese medical science, includes the following steps:
A. it drives the bridge security cruising inspection system to walk along bridge, obtains the bridge floor space curved surface form number of bridge
Pass through bridge vibration of beam time-histories characteristic signals data and audio time-histories characteristic signals data according to, moving trolley;
B. step a is repeated in the setting period;
C. analysis comparison is carried out to all previous step a data obtained, evaluates the safe condition of bridge.
Further, in step a, bridge floor space curved surface morphological data is realized through the following steps:
I is longitudinally continuous acquisition bridge floor morphological image along bridge;
II splices the bridge floor morphological image of continuous acquisition in step I, bridge floor space curved surface image is obtained, to obtain bridge
Space of planes curved-surface shape data;
In step a, obtain the bridge floor space curved surface morphological data of bridge, bridge vibration of beam time-histories characteristic signals data and
When audio time-histories characteristic signals data, while data obtaining time and geographic coordinate information data are recorded, and acquisition environment shines
Degree, temperature, humidity;
In step a, space structure for bridge morphological image data are also obtained.
Further, in step a, in bridge floor space curved surface morphological data, the bridge vibration time-histories characteristic signals for obtaining bridge
It, can be by adding and subtracting load-carrying quality to moving trolley and regulating and controlling vibration when data and bridge structure audio time-histories characteristic signals data
Device obtains the bridge floor form under different loads and vibrational excitation, bridge vibration and audio time-histories characteristic signals data.
Further, in step c, including:
C1 compares the bridge floor space curved surface morphological data of all previous acquisition with this data, carries out bridge floor space curved surface
Form the present situation is evaluated;
C2 compares the moving trolley of all previous acquisition by bridge vibration of beam TIME HISTORY SIGNAL data with this data, carries out
Bridge vibration characteristic the present situation is evaluated;
C3 compares the moving trolley of all previous acquisition by the audio TIME HISTORY SIGNAL data of bridge with this data, carries out
Bridge acoustic characteristic the present situation evaluates valence;
C4 compares the space structure for bridge morphological data of all previous acquisition with this data, carries out space structure for bridge
Form the present situation is evaluated;
The evaluation result of combining step c1, c2, c3 and c4, the safe condition current to bridge are evaluated, and to bridge
The development trend in structure later stage is predicted.
Beneficial effects of the present invention:The bridge security cruising inspection system and diagnostic method based on tcm methods of the present invention, is borrowed
Help Chinese medicine by the theory to the progress Gernral Check-up of the human body four methods of diagnosis, passes through vehicle-mounted bridge data acquisition system and obtain bridge floor
Form, vibration time-histories characteristic, sound time-histories characteristic, bridge structure spatial shape data, the Bridge Management of unit offer is supported in conjunction with pipe
The data of supporting, change location, variation characteristic and the variation degree of the above-mentioned all previous data of four classes of comprehensive analysis know that bridge structure is damaged
Time of origin, position and the degree of sick and wounded evil, and the development trend of expected structure safe condition;It surveys and fills with existing highway bridge inspection (prison)
Standby and method is compared, and network minimal is honest and clean, and a detection vehicle can be responsible for the high frequency time safety patrol inspection of local hundreds of bridge blocks, avoid
Sensor and conventional detection are disposably installed in health monitoring need to expend a large amount of manpower and materials, have significant economic advantages;Make
With most convenient, inspection has substantially no effect on bridge normal operation traffic, and the calibration of vehicle-mounted detecting instrument, original paper are replaced, maintained
It is convenient and low-cost, so that detecting system working performance there are enough guarantees;Gathered data information is most complete, by this detecting system
Bridge floor and space structure image, bridge vibration, sound time-histories information can be completely acquired, conventional bridge machinery is avoided and only can
Loss of learning problem existing for limited acquisition point data is obtained, keeps diagnostic result more acurrate;The information data of acquisition is most credible, this
The bridge floor and shape of space structure data of system acquisition exist with image format, avoid the number that conventional numerical sensor is passed back
Information is difficult to determine whether that the significant problem that structure really responds, vehicle-mounted vibration and sound transducer pass through periodic calibrating energy
Enough ensure the confidence level of its gathered data, relatively accurate bridge condition diagnosing conclusion can be obtained accordingly.
Existing bridge security is substituted using this detecting system and checks work, be can effectively improve routing inspection efficiency, is reduced people
The intensity that work participates in, moreover it is possible to comprehensive realization inspection in a relatively short period of time;The image information that can be not only returned by the system
Directly observation finds the surface defect of structure after iconology morphological algorithms analyzing processing, also according to the disease for jeopardizing structure safety
Then necessarily cause structural form to change this rule, bridge face phase (structure is apparent) variation monitoring is obtained by all previous detection
Analysis relatively differentiate the safety of current structure;Apparent and inherent change of mechanical property monitoring external to structure is realized,
Comprehensive carry out structure safety state evaluation.In this, as the means and method of structure detection, the time is not only saved considerably
And human cost, it is often more important that significantly improve the accuracy and efficiency of structure safety inspection.
Ecto-entad of the present invention, from the superficial to the deep, by locally to the safe condition for comprehensively analyzing structure.In time history
On, completely structural response is analyzed comprehensively, is fundamentally avoided since measured data is insufficient, actual measurement index is to damage
Hinder the problem of indirect problem definite condition caused by the reasons such as insensitive is insufficient, and structural damage judges misalignment.It is examined with conventional single
The safe condition that survey carrys out evaluation structure is compared, and this method establishes the data of reflection structure behaviour Temporal Evolution rule comprehensively
The deterioration law of the security performance of structure course at any time is analyzed in library, realizes the tracking and backtracking of structure safe condition.
The present invention can detect different types of civil engineering infrastructure architecture object, because detection process is not required to manually see
It surveys, avoids the security risk caused by testing staff's professional qualities;Since the invention is directed to the detection and safety evaluation of result,
It is to be carried out on the basis of establishing the database of reflection structure behaviour Temporal Evolution rule comprehensively, evaluation result is logical
It crosses that all previous structural form and intrinsic mechanical property data analyze and compares acquisition, so the present invention can be more scientific
Differentiate the security performance of current structure, realizes the security evaluation and early warning of the tracking and backtracking and structure of structure safe condition.
Using the system can the comprehensive and accurate safe condition for grasping structure, realize structure in service check and evaluation, maintenance and management rule
Generalized, procedure and intelligence.
Description of the drawings
The invention will be further described with reference to the accompanying drawings and examples.
Fig. 1 is schematic structural view of the invention;
Fig. 2 is Fig. 1 along A direction views (removing covering);
Fig. 3 is the label schematic diagram of sync mark grenade instrumentation projection.
Specific implementation mode
Fig. 1 is schematic structural view of the invention, and Fig. 2 is Fig. 1 along A direction views (removing covering), and Fig. 2 is sync id component
Schematic diagram, as shown in the figure:The bridge security cruising inspection system based on tcm methods of the present embodiment, including:
The information acquisition unit being installed on a moving trolley 1, for acquiring following message data:
A. continuous acquisition bridge floor morphological image obtains bridge floor space curved surface morphological data for splicing;
B. it acquires the moving trolley and passes through bridge vibration of beam time-histories characteristic signals data;
C. audio time-histories characteristic signals data of the moving trolley by bridge are acquired;
It is installed on the central processing unit 5 of the moving trolley 1, the data information number transmitted for receiving information acquisition unit
According to, and comprehensive analysis and judgement bridge security state;
Vibration time-histories characteristic refer to vibration-when m- position relationship, audio time-histories characteristic refer to audio-when m- position
Relationship.
In the present embodiment, described information collecting unit includes the following component being installed on moving trolley:
For the digital camera 3 of continuous acquisition bridge floor morphological image, as shown, being arranged along the horizontal three, bridge floor is formed
It is formed after laterally longitudinal splicing when space curved surface;
Vibration signal sensor 8 for acquiring the vibration characteristics signal data of bridge when the moving trolley passes through bridge;
Acoustic signals for acquiring bridge structure audio time-histories characteristic signals data when moving trolley passes through bridge sense
Device 9.
In the present embodiment, described information collecting unit includes the following equipment being installed on moving trolley:
It is respectively used to acquisition ambient light illumination, optical sensor, the temperature sensing of temperature, humidity and geographic coordinate information data
Device, humidity sensor and position indicator;As shown, optical sensor, temperature sensor, humidity sensor are installed in figure at label 10
Device, position indicator are mountable to the positions such as roof, and details are not described herein.
Equipment 4 of taking photo by plane for acquiring space structure for bridge morphological image data, as shown, equipment of taking photo by plane is generally nothing
It is man-machine, it is placed on roof, using existing electromagnetism fixing means, details are not described herein.
Further include the loading device 6 being installed on moving trolley and vibration generating arrangement 7 in the present embodiment, vibration fills
It sets and eccentric vibrating principle can be used, details are not described herein, and common quality load can be used in loading device;The vibration letter
Number sensor 8 is set to walking wheel axes, as shown, can be arranged multiple;Acoustic signals sensor 9 is set to lower vehicle and leans on
At nearly bridge floor, equally, it can be arranged multiple.
In the present embodiment, sync mark grenade instrumentation 2 is also equipped on the moving trolley, including drive component and label produce
Raw component, it includes light source that label, which generates component, and the light source can project the label of specific shape in bridge floor, and is walked in moving trolley
When, under the synchronous driving of drive component, the position of the label of the specific shape on bridge floor is constant, ensures every of shooting
Photo all labels with specific shape, have year reference when splicing photo and forming whole bridge bridge floor, realize accurate splicing;It can be with
It is that light source itself formation label directly projects visible light (shooting is visible) to bridge floor, can also be the background that light source will form label
Body projects to bridge floor, repeats no more again.
In the present embodiment, the light source is laser light source, and the laser light source is arranged in the specific shape and forms one
Laser light source group;The driving component includes a shaft that can be rotated by driving, and the laser light source group is arranged in shaft,
When moving trolley is walked, shaft rotates synchronously, and the laser light source group is projected to the label of the specific shape on bridge floor on bridge floor
Position it is constant;As shown, the laser light source group for forming label hot spot is multiple, multiple labels can be projected, bridge floor is projected
Multiple labels be divided into two row longitudinal arrangements and laterally have tilt, formed similar to triangle sides (waist) arrangement shape
The arrangement mode of formula, two row labels engages the specific shape each marked, has accurate reference role when splicing photo.It drives
Dynamic component be additionally provided with driving power (such as it is associated with the drive system of moving trolley transmission or be separately provided motor driving etc. just
Formula belongs to general mechanical driving structure), it is rotated for drive shaft, when moving trolley is walked according to certain speed, shaft turns
It is dynamic to drive light source to rotate and be used to caused by counteracting is walked due to moving trolley mark to move, to ensure that the reference work of label
With;As shown in figure 3, the label of laser light source group projection is different letter, the alphabetical order that two row light source groups are projected
On the contrary, and tilt extend, in arrangement provide picture mosaic reference, also specific to each letter, ensure the accuracy of picture mosaic;Due to shape
It is located at the different location of circumferencial direction at the different light source groups of letter, it is not solid that light source projects point is might have when shaft rotates
It is fixed, i.e., label can be made to elongate, but when shaft rotational angle is smaller, will not have it is apparent elongate, but due to the bat of two photos
It is shorter to take the photograph gap, shaft rotational angle is smaller, will not have an impact to final splicing effect.
Certainly, in order to ensure the absolute accurate of label, having structure can also be used, i.e. the driving component includes corresponding to
(for example a hydraulic-driven part or ball is arranged in each light source to the actuator being arranged in each laser light source of laser light source group
Leading screw etc. belongs to general mechanical driving structure, and details are not described herein, ensures that the point position in light source projects to bridge floor is constant,
So that entirely marking constant), when moving trolley is walked, which drives corresponding laser light source synchronization action, makes described sharp
The point position that radiant is projected to bridge floor is constant so that the label that the laser light source group is projected to the specific shape on bridge floor exists
Position on bridge floor is constant;The problem of label that the structure overcomes caused by shaft driving is elongated.
The invention also discloses a kind of bridge machinery diagnostic method based on theory of traditional Chinese medical science, includes the following steps:
A. it drives the bridge security cruising inspection system to walk along bridge, obtains the bridge floor space curved surface form number of bridge
According to, moving trolley by bridge vibration of beam time-histories characteristic signals data and audio time-histories characteristic signals data, uses for reference Chinese medicine and hope to hear and asks
Theory is cut, above-mentioned data are obtained;
B. step a is repeated in the setting period;
C. analysis comparison is carried out to all previous step a data obtained, evaluates the safe condition of bridge.
In the present embodiment, in step a, bridge floor space curved surface morphological data is realized through the following steps:
I is longitudinally continuous acquisition bridge floor morphological image along bridge;
II splices the bridge floor morphological image of continuous acquisition in step I, bridge floor space curved surface image is obtained, to obtain bridge
Space of planes curved-surface shape data;
In step a, obtain the bridge floor space curved surface morphological data of bridge, bridge vibration of beam time-histories characteristic signals data and
When audio time-histories characteristic signals data, while data obtaining time and geographic coordinate information data are recorded, and acquisition environment shines
Degree, temperature, humidity;
In step a, space structure for bridge morphological image data are also obtained, it can also profit for super-huge or labyrinth bridge
Space structure for bridge morphological image data are obtained with vehicle-mounted equipment of taking photo by plane.
In the present embodiment, in step a, in bridge floor space curved surface morphological data, the bridge vibration time-histories characteristic for obtaining bridge
It, can be by adding and subtracting load-carrying quality and regulation and control vibration to moving trolley when signal data and bridge structure audio time-histories characteristic signals data
Generator obtains the bridge floor form under different loads and vibrational excitation, bridge vibration and audio time-histories characteristic signals data.
In the present embodiment, according to structural mechanics theory and failure principle, when the form of bridge, vibration time-histories characteristic, audio
Journey characteristic will change with the position and degree of structural damage, and the four methods of diagnosis for using for reference Chinese medicine are theoretical, in step c, including:
C1 compares the bridge floor space curved surface morphological data of all previous acquisition with this data, carries out bridge floor space curved surface
Form the present situation is evaluated;
C2 compares the moving trolley of all previous acquisition by bridge vibration of beam TIME HISTORY SIGNAL data with this data, carries out
Bridge vibration characteristic the present situation is evaluated;
C3 compares the moving trolley of all previous acquisition by the audio TIME HISTORY SIGNAL data of bridge with this data, carries out
Bridge acoustic characteristic the present situation evaluates valence;
C4 compares the space structure for bridge morphological data of all previous acquisition with this data, carries out space structure for bridge
Form the present situation is evaluated;
The evaluation result of combining step c1, c2, c3 and c4, the safe condition current to bridge is evaluated, to bridge knot
The development trend in structure later stage is predicted;The Bridge Management & Maintenance data of unit offer is supported in conjunction with pipe, above-mentioned four class of comprehensive analysis is all previous
Change location, variation characteristic and the variation degree of data come know Bridge Structural Damage disease occur time, position and degree,
And the development trend of expected structure safe condition;As the accumulation of the data of described c1, c2, c3 and c4 is more, the bridge made
The expection of condition diagnosing and health status will be more accurate (as the more diagnosis of Chinese medicine accumulation are more accurate).
Finally illustrate, the above examples are only used to illustrate the technical scheme of the present invention and are not limiting, although with reference to compared with
Good embodiment describes the invention in detail, it will be understood by those of ordinary skill in the art that, it can be to the skill of the present invention
Art scheme is modified or replaced equivalently, and without departing from the objective and range of technical solution of the present invention, should all be covered at this
In the right of invention.
Claims (10)
1. a kind of bridge security cruising inspection system based on tcm methods, it is characterised in that:Including:
The information acquisition unit being installed on a moving trolley, for acquiring following message data:
A. continuous acquisition bridge floor morphological image obtains bridge floor space curved surface morphological data for splicing;
B. it acquires the moving trolley and passes through bridge vibration of beam time-histories characteristic signals data;
C. audio time-histories characteristic signals data of the moving trolley by bridge are acquired;
It is installed on the central processing unit of the moving trolley, the data information data transmitted for receiving information acquisition unit, and
Comprehensive analysis and judgement bridge security state.
2. the bridge security cruising inspection system according to claim 1 based on tcm methods, it is characterised in that:Described information is adopted
It includes the following component being installed on moving trolley to collect unit:
Digital camera for continuous acquisition bridge floor morphological image;
Vibration signal sensor for acquiring the vibration characteristics signal data of bridge when the moving trolley passes through bridge;
Acoustic signals sensor for acquiring bridge structure audio time-histories characteristic signals data when moving trolley passes through bridge.
3. the bridge security cruising inspection system according to claim 2 based on tcm methods, it is characterised in that:Described information is adopted
It includes the following equipment being installed on moving trolley to collect unit:
Be respectively used to acquisition ambient light illumination, temperature, the optical sensor of humidity and geographic coordinate information data, temperature sensor,
Humidity sensor and position indicator;
Equipment of taking photo by plane for acquiring space structure for bridge morphological image data.
4. the bridge security cruising inspection system according to claim 2 based on tcm methods, it is characterised in that:It further include installation
In loading device and vibration generating arrangement on moving trolley;The vibration signal sensor is set to walking wheel axes, sound wave letter
Number sensor is set to lower vehicle at bridge floor.
5. the bridge security cruising inspection system according to claim 2 based on tcm methods, it is characterised in that:The moving trolley
On be also equipped with sync mark grenade instrumentation, including drive component and label generate component, and it includes light source that label, which generates component, institute
The label of specific shape can be projected in bridge floor, and when moving trolley is walked by stating light source, described under the synchronous driving of drive component
Position of the label of specific shape on bridge floor is constant.
6. the bridge security cruising inspection system according to claim 6 based on tcm methods, it is characterised in that:The light source is
Laser light source, the laser light source are arranged in the specific shape and form a laser light source group;The driving component includes one
Can be by the shaft of driving rotation, the laser light source group is arranged in shaft, and when moving trolley is walked, shaft rotates synchronously, institute
It is constant to state position of the label for the specific shape that laser light source group is projected on bridge floor on bridge floor;Alternatively, the driving component
Include the actuator corresponding to each laser light source setting of laser light source group, when moving trolley is walked, actuator driving pair
The laser light source synchronization action answered keeps the laser light source projects constant to the point position of bridge floor so that the laser light source group
It is constant to be projected to position of the label of the specific shape on bridge floor on bridge floor.
7. a kind of bridge machinery diagnostic method based on theory of traditional Chinese medical science, it is characterised in that:Include the following steps:
A. the bridge security cruising inspection system of driving claim 1 to 6 any claim is walked along bridge, obtains the bridge floor of bridge
Space curved surface morphological data, moving trolley pass through bridge vibration of beam time-histories characteristic signals data and audio time-histories characteristic signals data;
B. step a is repeated in the setting period;
C. analysis comparison is carried out to all previous step a data obtained, evaluates the safe condition of bridge.
8. the bridge machinery diagnostic method according to claim 7 based on theory of traditional Chinese medical science, it is characterised in that:In step a, bridge
Space of planes curved-surface shape data are realized through the following steps:
I is longitudinally continuous acquisition bridge floor morphological image along bridge;
II splices the bridge floor morphological image of continuous acquisition in step I, obtains bridge floor space curved surface image, to obtain bridge floor sky
Between curved-surface shape data;
In step a, in bridge floor space curved surface morphological data, bridge vibration of beam time-histories characteristic signals data and the audio for obtaining bridge
When time-histories characteristic signals data, while data obtaining time and geographic coordinate information data are recorded, and acquisition ambient light illumination, temperature
Degree, humidity;
In step a, space structure for bridge morphological image data are also obtained.
9. the bridge machinery diagnostic method according to claim 7 based on theory of traditional Chinese medical science, it is characterised in that:In step a,
Obtain bridge floor space curved surface morphological data, bridge vibration time-histories characteristic signals data and the bridge structure audio time-histories characteristic of bridge
When signal data, different loads and vibrational excitation can be obtained by adding and subtracting load-carrying quality and regulation and control vibration machine to moving trolley
Under bridge floor form, bridge vibration and audio time-histories characteristic signals data.
10. the bridge machinery diagnostic method according to claim 9 based on theory of traditional Chinese medical science, it is characterised in that:In step c,
Including:
C1 compares the bridge floor space curved surface morphological data of all previous acquisition with this data, carries out bridge floor space curved surface form
The present situation is evaluated;
C2 compares the moving trolley of all previous acquisition by bridge vibration of beam TIME HISTORY SIGNAL data with this data, carries out bridge
Vibration characteristics the present situation is evaluated;
C3 compares the moving trolley of all previous acquisition by the audio TIME HISTORY SIGNAL data of bridge with this data, carries out bridge
Acoustic characteristic the present situation evaluates valence;
C4 compares the space structure for bridge morphological data of all previous acquisition with this data, carries out space structure for bridge form
The present situation is evaluated;
The evaluation result of combining step c1, c2, c3 and c4, the safe condition current to bridge are evaluated, and to bridge structure
The development trend in later stage is predicted.
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110147781A (en) * | 2019-05-29 | 2019-08-20 | 重庆交通大学 | Bridge vibration mode based on machine learning visualizes damnification recognition method |
CN110411686A (en) * | 2019-03-13 | 2019-11-05 | 周劲宇 | The quiet dynamic image holography condition health monitoring diagnostic method of bridge and system |
CN112411371A (en) * | 2020-12-14 | 2021-02-26 | 湖南大学 | Highway bridge comprehensive detection method and system based on mobile sensing and vision |
CN113761264A (en) * | 2021-08-02 | 2021-12-07 | 深圳大学 | Infrastructure construction mobile intelligent patrol equipment and intelligent management method |
Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002131234A (en) * | 2000-10-19 | 2002-05-09 | Nagoya Doro Engineer Kk | Overhead location inspection apparatus |
CN1789905A (en) * | 2005-12-28 | 2006-06-21 | 张奔牛 | Apparatus and method for detecting and monitoring displacement/deflection |
CN101713167A (en) * | 2009-10-23 | 2010-05-26 | 周劲宇 | Bridge structural health monitoring car |
CN101763053A (en) * | 2008-12-26 | 2010-06-30 | 上海交技发展股份有限公司 | Movable type bridge security detection and analysis management system |
CN102433834A (en) * | 2011-09-07 | 2012-05-02 | 重庆交通大学 | Bridge safety-appearance sensing monitoring car and safety assessment method utilizing same |
CN102636364A (en) * | 2012-04-01 | 2012-08-15 | 周志祥 | Vehicular safety monitoring system for shapes and structures of bridge floors and detection method |
CN103115742A (en) * | 2011-08-16 | 2013-05-22 | 波音公司 | Evaluating the health status of a system |
CN103266559A (en) * | 2013-06-04 | 2013-08-28 | 重庆交通大学 | BP bridge safety inspection vehicle and method for obtaining bridge surface physiognomy |
CN104062756A (en) * | 2013-03-18 | 2014-09-24 | 精工爱普生株式会社 | Optical Scanner, Image Display Apparatus, And Head Mounted Display |
CN104153289A (en) * | 2014-08-14 | 2014-11-19 | 衡水布朗科技有限公司 | Replaceable modular bridge expansion device and installation and maintenance replacement method thereof |
CN105987672A (en) * | 2016-05-09 | 2016-10-05 | 周劲宇 | Structural deformation monitoring method based on contour line image stacking difference analysis |
CN106120553A (en) * | 2016-07-30 | 2016-11-16 | 桐城市祥瑞机动车辆检测有限公司 | Carried on vehicle bridge floor morphosis safety detecting system and method |
CN106442720A (en) * | 2016-08-29 | 2017-02-22 | 重庆交通大学 | Vibroacoustic railway bridge healthiness monitoring apparatus, system and method |
EP2845170B1 (en) * | 2012-05-04 | 2020-04-29 | Intermec IP Corp. | Volume dimensioning systems and methods |
-
2018
- 2018-06-11 CN CN201810597434.2A patent/CN108776040B/en active Active
Patent Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002131234A (en) * | 2000-10-19 | 2002-05-09 | Nagoya Doro Engineer Kk | Overhead location inspection apparatus |
CN1789905A (en) * | 2005-12-28 | 2006-06-21 | 张奔牛 | Apparatus and method for detecting and monitoring displacement/deflection |
CN101763053A (en) * | 2008-12-26 | 2010-06-30 | 上海交技发展股份有限公司 | Movable type bridge security detection and analysis management system |
CN101713167A (en) * | 2009-10-23 | 2010-05-26 | 周劲宇 | Bridge structural health monitoring car |
CN103115742A (en) * | 2011-08-16 | 2013-05-22 | 波音公司 | Evaluating the health status of a system |
CN102433834A (en) * | 2011-09-07 | 2012-05-02 | 重庆交通大学 | Bridge safety-appearance sensing monitoring car and safety assessment method utilizing same |
CN102636364A (en) * | 2012-04-01 | 2012-08-15 | 周志祥 | Vehicular safety monitoring system for shapes and structures of bridge floors and detection method |
EP2845170B1 (en) * | 2012-05-04 | 2020-04-29 | Intermec IP Corp. | Volume dimensioning systems and methods |
CN104062756A (en) * | 2013-03-18 | 2014-09-24 | 精工爱普生株式会社 | Optical Scanner, Image Display Apparatus, And Head Mounted Display |
CN103266559A (en) * | 2013-06-04 | 2013-08-28 | 重庆交通大学 | BP bridge safety inspection vehicle and method for obtaining bridge surface physiognomy |
CN104153289A (en) * | 2014-08-14 | 2014-11-19 | 衡水布朗科技有限公司 | Replaceable modular bridge expansion device and installation and maintenance replacement method thereof |
CN105987672A (en) * | 2016-05-09 | 2016-10-05 | 周劲宇 | Structural deformation monitoring method based on contour line image stacking difference analysis |
CN106120553A (en) * | 2016-07-30 | 2016-11-16 | 桐城市祥瑞机动车辆检测有限公司 | Carried on vehicle bridge floor morphosis safety detecting system and method |
CN106442720A (en) * | 2016-08-29 | 2017-02-22 | 重庆交通大学 | Vibroacoustic railway bridge healthiness monitoring apparatus, system and method |
Non-Patent Citations (3)
Title |
---|
E.G. WINARDI, A.A. ELHATTAB, N. UDDIN: ""ridge Curvature for Detecting Bridge Damage Location"", 《CONFERENCE: 26TH ASNT RESEARCH SYMPOSIUM》 * |
姚明博: ""三维激光扫描技术在桥梁变形监测中的分析研究"", 《中国优秀硕士学位论文全文数据库 工程科技II辑》 * |
徐健;周志祥: ""基于激光检测的老旧桥梁破损程度评估"", 《激光杂质》 * |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
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CN110411686A (en) * | 2019-03-13 | 2019-11-05 | 周劲宇 | The quiet dynamic image holography condition health monitoring diagnostic method of bridge and system |
CN110411686B (en) * | 2019-03-13 | 2021-03-23 | 周劲宇 | Bridge static and dynamic image holographic property health monitoring and diagnosis method and system |
CN110147781A (en) * | 2019-05-29 | 2019-08-20 | 重庆交通大学 | Bridge vibration mode based on machine learning visualizes damnification recognition method |
CN110147781B (en) * | 2019-05-29 | 2022-11-15 | 重庆交通大学 | Bridge vibration mode visual damage identification method based on machine learning |
CN112411371A (en) * | 2020-12-14 | 2021-02-26 | 湖南大学 | Highway bridge comprehensive detection method and system based on mobile sensing and vision |
CN113761264A (en) * | 2021-08-02 | 2021-12-07 | 深圳大学 | Infrastructure construction mobile intelligent patrol equipment and intelligent management method |
CN113761264B (en) * | 2021-08-02 | 2023-06-06 | 深圳大学 | Infrastructure construction mobile intelligent patrol equipment and intelligent management method |
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