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 PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
bridge
data
moving trolley
light source
bridge floor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201810597434.2A
Other languages
Chinese (zh)
Other versions
CN108776040B (en
Inventor
周志祥
周劲宇
楚玺
唐亮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chongqing Jiaotong University
Original Assignee
Chongqing Jiaotong University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Chongqing Jiaotong University filed Critical Chongqing Jiaotong University
Priority to CN201810597434.2A priority Critical patent/CN108776040B/en
Publication of CN108776040A publication Critical patent/CN108776040A/en
Application granted granted Critical
Publication of CN108776040B publication Critical patent/CN108776040B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M99/00Subject matter not provided for in other groups of this subclass
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/10Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/106Movable inspection or maintenance platforms, e.g. travelling scaffolding or vehicles specially designed to provide access to the undersides of bridges

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
  • Bridges Or Land Bridges (AREA)

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

Bridge security cruising inspection system based on tcm methods and diagnostic method
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.
CN201810597434.2A 2018-06-11 2018-06-11 Bridge safety inspection system and diagnosis method Active CN108776040B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810597434.2A CN108776040B (en) 2018-06-11 2018-06-11 Bridge safety inspection system and diagnosis method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810597434.2A CN108776040B (en) 2018-06-11 2018-06-11 Bridge safety inspection system and diagnosis method

Publications (2)

Publication Number Publication Date
CN108776040A true CN108776040A (en) 2018-11-09
CN108776040B CN108776040B (en) 2021-11-26

Family

ID=64024807

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810597434.2A Active CN108776040B (en) 2018-06-11 2018-06-11 Bridge safety inspection system and diagnosis method

Country Status (1)

Country Link
CN (1) CN108776040B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (14)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Also Published As

Publication number Publication date
CN108776040B (en) 2021-11-26

Similar Documents

Publication Publication Date Title
CN108776040A (en) Bridge security cruising inspection system based on tcm methods and diagnostic method
Reagan et al. Feasibility of using digital image correlation for unmanned aerial vehicle structural health monitoring of bridges
He et al. Integrated structural health monitoring in bridge engineering
CN110926523A (en) High-speed railway bridge safety perception and early warning system under complicated abominable condition
RU2413193C2 (en) Method to monitor safety of bearing structures, structural elements of buildings and structures and system for its realisation
CN111060270B (en) Movable rapid monitoring and intelligent evaluation method for urban viaduct
KR20210085168A (en) System and method for safety inspection by trainiing nature freqeuncy of structure based on machine learning
CN108444662A (en) A kind of bridge damnification on-line monitoring method based on degree/day effect
CN101719300A (en) Fire early-warning system with intelligent video and method for determining alarm parameters thereof
Chang et al. Non-contact measurement of inter-story drift in three-layer RC structure under seismic vibration using digital image correlation
CN117629549B (en) Bridge building health monitoring and safety early warning system
Alamdari et al. Non-contact structural health monitoring of a cable-stayed bridge: Case study
Domaneschi et al. Structural health monitoring of in-service tunnels
KR102479951B1 (en) Construction safety managing system, server and method based on IoT
CN112284657A (en) Bridge monitoring system and monitoring method
KR20210081136A (en) A diagnosis and monitoring system based on geographic information system for the large-scale water supply pipes
CN214149734U (en) Bridge monitoring system
Lu A statistical based damage detection approach for highway bridge structural health monitoring
CN110411686A (en) The quiet dynamic image holography condition health monitoring diagnostic method of bridge and system
Cartiaux et al. Traffic and temperature effects monitoring on bridges by optical strands strain sensors
HEIZA et al. State of the art review of structural health monitoring for bridges using wireless system techniques
WO2022056677A1 (en) Monitoring, collection and analysis systems and methods thereof, and device, storage medium, program and program product
CN108195418A (en) A kind of Health Monitoring for Civil Engineering system and method
RU2591734C1 (en) Method of measuring and long-term monitoring of carrier rockets launching facility and system for its implementation
RU2308692C1 (en) Method and device for monitoring bridge

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant