CN109238185A - A kind of bridge pier real-time safety monitoring system and monitoring method - Google Patents

A kind of bridge pier real-time safety monitoring system and monitoring method Download PDF

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Publication number
CN109238185A
CN109238185A CN201811162949.6A CN201811162949A CN109238185A CN 109238185 A CN109238185 A CN 109238185A CN 201811162949 A CN201811162949 A CN 201811162949A CN 109238185 A CN109238185 A CN 109238185A
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China
Prior art keywords
probing
frame
connecting rod
fathometer
motor
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Granted
Application number
CN201811162949.6A
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Chinese (zh)
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CN109238185B (en
Inventor
王茂枚
赵钢
徐毅
诸晓华
蔡军
张俊翔
朱敏
张颖
姚俊琪
窦臻
罗青
石银涛
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Jiangsu Province Institute Of Hydro-Technical Research
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Jiangsu Province Institute Of Hydro-Technical Research
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Priority to CN201811162949.6A priority Critical patent/CN109238185B/en
Publication of CN109238185A publication Critical patent/CN109238185A/en
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B17/00Measuring arrangements characterised by the use of infrasonic, sonic or ultrasonic vibrations
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S15/00Systems using the reflection or reradiation of acoustic waves, e.g. sonar systems
    • G01S15/02Systems using the reflection or reradiation of acoustic waves, e.g. sonar systems using reflection of acoustic waves
    • G01S15/06Systems determining the position data of a target
    • G01S15/08Systems for measuring distance only
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Abstract

The invention discloses a kind of bridge pier real-time safety monitoring systems, including probing frame fixed device, probing frame, simple beam fathometer, fathometer regulating part;Probing frame is connected by the fixed device of probing frame with bridge pier;Probing frame is hemispherical rack, and medial center has been spirally distributed probing track from the inside to the outside;Probing regulating part includes probing motor, connecting rod, sliding block, adjusts connecting rod, fathometer connecting rod;Probing motor is fixed on probing frame, and output shaft is connected by connecting rod with sliding block;The junction of probing motor output shaft and connecting rod is located at the sphere center position of probing frame;Sliding block is located in probing track;Fathometer connecting rod one end is rotatedly connected with probing frame, and positioned at the center position of helical form probing track, the other end installs simple beam fathometer;The both ends for adjusting connecting rod are rotatedly connected in the middle part of sliding block, fathometer connecting rod respectively.The present invention can the underwater silt underwashing depth of real-time dynamic monitoring bridge pier, while facilitate carry out simple beam fathometer installing and dismounting.

Description

A kind of bridge pier real-time safety monitoring system and monitoring method
Technical field
The invention belongs to bridge inspection and maintenance fields, especially bridge safty monitoring and early warning field, are more specifically It is related to bridge pier safety real-time monitoring and early warning system.
Background technique
Large bridge is the lifeline of a country, costly, once accident occurs, will cause great people Member and economic loss, social influence are severe.Bridge pier is the important component of bridge.Bridge pier basal part will receive in use Current scour, erosion, so that the bearing capacity of bridge and the anti-flexing bearing capacity of pile foundation reduce.Simultaneously as punching Brush effect, the lateral impact forces of water flow can be continuously increased.
Countries in the world all damaging due to washing away for a long time because of water there are many bridge every year, according to data statistics, bridge that the U.S. collapses Liang Zhong, 32.8% be all due to washing away bridge pier caused by;In Colombia's bridge collapse, 35% mixed territory bridge collapse is by rushing Caused by brush.Therefore, it washes away on influence caused by bridge pier always water conservancy part and traffic department in bridge construction deployment The important factor in order of consideration.
The existing a large amount of bridge in China has security risk, and long-term due to water flow is constantly washed away, and easily causes bridge base The hanging bridge floor of plinth collapses, to prevent sudden collapsing event, it is necessary to be washed away situation to bridge and timely be understood and slapped It holds, to targetedly take measures to prevent the generation of safety accident.
Currently, having had about the influence report washed away to pontic very much.But these reports mostly concentrate on prediction mould The foundation of type, and wash away simulation and hydraulic calculation aspect.These research achievements have great importance for bridge construction, but It is that it cannot really reflect and actual after bridge construction washes away situation, it is difficult to predict the variation of scouring time and local scouring depth Journey.Especially it is worth noting that, since pier subsidence influence factor is complicated, especially the violent location of river regime evolution, bridge pier are rushed Brush exist mutation possibility, therefore only rely on simulated experiment acquisition data may with actually wash away generation gross differences, thus Risk can not be predicted.
Therefore, develop in view of the above problems it is a kind of can be carried out for the pontic of large bridge Real-time security monitoring and Pre-warning system is those skilled in the art institute urgent need to solve the problem.
Summary of the invention
The purpose of the present invention is to solve defect existing in the prior art, providing a kind of can effectively carry out pier subsidence The device of depth real-time monitoring.
In order to achieve the above object, the present invention provides a kind of bridge pier real-time safety monitoring system, including probing frame are solid Determine device, probing frame, simple beam fathometer, fathometer regulating part;Probing frame is connected by the fixed device of probing frame with bridge pier;It surveys Spy frame is hemispherical rack, and medial center has been spirally distributed probing track from the inside to the outside;Probing regulating part includes probing Motor, sliding block, adjusts connecting rod, fathometer connecting rod at connecting rod;Probing motor is fixed on probing frame, and output shaft passes through company Extension bar is connected with sliding block;The junction of probing motor output shaft and connecting rod is located at the sphere center position of probing frame;Sliding block, which is located at, to be surveyed It visits in track;Fathometer connecting rod one end is rotatedly connected with probing frame, and is located at the center position of helical form probing track, another End installation simple beam fathometer;The both ends for adjusting connecting rod are rotatedly connected in the middle part of sliding block, fathometer connecting rod respectively.
Wherein, simple beam fathometer is located at lowest water level line or less 0.9-1.1 meter Chu, meets damp face.
By the setting of spiral probing track on probing frame, in conjunction with probing regulating part, simple beam is driven to survey by probing motor It visits instrument and carries out helical form scanning, the scour depth real-time monitoring in damp face can be effectively met for bridge pier.
The monitoring system settable two, it is located at bridge pier flood tide face and ebb face, more to the monitoring of scour depth Comprehensively, effectively.
Further, it further includes probing frame fastener that the present invention, which monitors system,;Probing frame passes through the probing frame fastener It is detachably arranged on the fixed device of probing frame.
Probing frame can be easy to disassemble, is conducive to installation, the disassembly of simple beam fathometer, is convenient for changing, overhauls.
Preferably, probing frame fastener is two, is respectively arranged on probing frame two sides;Each probing frame fastener includes fastening Adjusting rod, fastening plates, fastening connecting rod and fastening block;The corresponding position of the fixed device of probing frame is equipped with mounting groove;Fastening plates are set In the opening of corresponding mounting groove, and fastening adjustment hole is equipped at fastening plates center;Fastening adjustment hole is in the shape of a trumpet, flaring side To towards on the outside of mounting groove;The fastening connecting rod is elastic link, if there are two, it is symmetrical arranged along fastening adjustment hole central axes; Fastening adjustment bar is that electric telescopic rod is set in corresponding mounting groove, and one end is connected with probing frame fixation device, the other end respectively with One end of two fastening connecting rods is connected;The other ends of two fastening connecting rods be each passed through fastening adjustment hole stretch out mounting groove it is outer with it is right The fastening block answered is connected;The inside of fastening block is equipped with binding groove compatible with probing frame.
Pass through fastening adjustment bar and bell mouth shape fastening adjustment hole is combined to realize to the stretching of fastening connecting rod, is achieved in two A fastening clamping to probing frame fastly.
Further, the fixed device of probing frame includes probing radius adjustment device;Probing radius adjustment device includes support Contraction pole, probing frame connecting rod, adjusts connecting rod and adjusts cylinder support tube;Cylinder is adjusted to be connected with bridge pier;Probing frame connecting rod is equipped with Two, one end is equipped with mounting groove, and the other end is connected with one end of support contraction pole;Support the other end and bridge pier phase of contraction pole Even;Support tube is sheathed on support contraction pole peripheral side, and one end is connected with cylinder output shaft is adjusted;Adjusting connecting rod is two, each to adjust Connecting rod two end is saved to be connected on the outside of support tube with corresponding probing frame connecting rod respectively.
By probing radius adjustment device can effectively adjust simple beam fathometer with respect to bridge pier probing distance, thus into The comprehensive facade probing of row bridge pier side scour depth.
Further, the fixed device of probing frame further includes turning to probing mechanism;The adjusting cylinder of probing radius adjustment device It is connected by turning to probing mechanism with bridge pier with support contraction pole;Probing mechanism is turned to include steering motor, turn to fixed frame, turn Dynamic connecting rod turns to support frame;Turning to fixed frame is sector, is fixed at the bridge pier surface, flood tide direction, and lower end is equipped with circular arc Shape sliding slot;Steering motor is stepper motor, is fixed at bridge pier surface, and output shaft is vertically connected with pivot link one end;Turn Sliding block is equipped in the middle part of dynamic connecting rod, sliding block is located in the arc chute for turning to fixed frame;The other end and steering branch of pivot link Support is connected;The adjusting cylinder and support contraction pole of probing radius adjustment device are respectively arranged on and turn on support frame.
It is circumferentially rotated, is further increased around bridge pier progress small range by turning to probing mechanism progress simple beam fathometer Probing range.
Further, it further includes control cabinet and remote monitoring platform that the present invention, which monitors system,;Control cabinet is installed on top of bridge pier Portion is connected with detection motor, adjusting cylinder, steering motor, and is connected with remote monitoring Platform communication.Pass through control cabinet system System control, and can remotely be controled and monitored by remote monitoring platform.
Further, control cabinet includes local data memory, local data processor, controller and local alarm Device;Controller respectively with detection motor, adjust cylinder, steering motor, local data memory, local data processor, local Alarm is connected;Remote monitoring platform includes remote data storage device, remote data processor, remote-end alarm device;Remote data Processor is connected with the controller of remote data storage device, remote-end alarm device and control cabinet respectively.
Processing and monitoring to data are realized by control cabinet and remote monitoring platform, and utilize local alarm and distal end Alarm realizes real-time monitoring alarming.
The present invention also provides the methods for carrying out bridge pier safety real-time monitoring using above-mentioned monitoring system, including following step It is rapid:
(1) system is arranged: setting steering motor single revolution angle adjusts cylinder output shaft single contracted length, probing motor Output shaft revolving speed;
(2) system reset: the sliding block on probing frame is located at the center of helical form probing track, adjusts cylinder homing, The pivot link top shoe for turning to probing mechanism is located at the arc chute left end for turning to fixed frame;
(3) spiral probing: steering motor rotation control turns to support frame and is rotated around bridge pier flood tide face;Every turn of steering motor An angle is moved, cylinder control probing frame is adjusted and is extended along support telescopic bar direction;Adjust the every elongation one of cylinder output shaft Measured length, the rotation of probing motor drive simple beam fathometer to carry out helical form and strafe;
(4) radius probing: after single sweep operation, probing motor reversal to simple beam fathometer returns in situ, adjusting cylinder continuation Certain length is extended, the rotation of probing motor drives simple beam fathometer to carry out helical form and strafes;
(5) flood tide face rotates probing: repeating step, ((4) extend until adjusting cylinder to limiting value;Cylinder is adjusted to shrink Original position is gone back to, step (3), (4) are repeated, until turning to the pivot link top shoe of probing mechanism as steering motor turns to Turn to the arc chute right end of fixed frame, adjusting cylinder extends the scanning knot of the simple beam fathometer helical form to limiting value Beam carries out the system reset of step (2);Single probing terminates;
(6) it data storage and processing: acquires each simple beam fathometer and carries out washing away for the difference obtained when helical form scanning Depth data carries out real-time monitoring.
Wherein, each simple beam fathometer of acquisition carries out washing away for the difference acquired when helical form scanning in step (6) Depth data is compared with preset threshold, when being more than preset threshold, carries out local and remote alarm.
When the rotation of probing motor drives simple beam fathometer progress helical form to strafe in step (3), simple beam probing is controlled Instrument is strafed within the scope of 0-60 ° of taper in the shape of a spiral with the revolving speed of 12 °/point.
The present invention has the advantage that compared with prior art
The present invention can the underwater silt underwashing depth of real-time dynamic monitoring bridge pier, cooperation rotation obtain space bridge pier Real-time Water under mud Husky scour depth data, cooperation alarm system can Realtime Alerts, while facilitate carry out simple beam fathometer installing and dismounting;This The apparatus structure being related in invention is novel, manufacturing cost is moderate, installation is simple, operation stability and accuracy are high.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of bridge pier real-time safety monitoring system of the present invention;
Fig. 2 is the scheme of installation of simple beam fathometer in Fig. 1;
Fig. 3 is the structural schematic diagram of probing frame fastener in Fig. 2;
Fig. 4 is the structural schematic diagram that probing mechanism is turned in Fig. 1;
Fig. 5 is the connection schematic diagram of probing frame and fathometer regulating part in Fig. 1.
Specific embodiment
The present invention is described in detail with reference to the accompanying drawing.
As shown in Figure 1, bridge pier real-time safety monitoring system of the present invention includes simple beam fathometer 1, control cabinet 2, distal end Monitor supervision platform 3, probing frame fixed device 4, probing frame 5, fathometer regulating part 6.Control cabinet 2 is installed on pier coping portion, with distal end The communication of control platform 3 is connected.Probing frame 5 is installed on bridge pier surface by the fixed device 4 of probing frame, and be located at lowest water level line with At lower 0.9-1.1 meters of positions.Simple beam fathometer 1 is set on probing frame 5 by the installation of fathometer regulating part 6.
In conjunction with shown in Fig. 1, Fig. 5, probing frame 5 is hemispherical rack, and medial center has been spirally distributed from the inside to the outside Probing track 51.Probing regulating part includes probing motor 61, connecting rod 62, sliding block 63, adjusts connecting rod 64, fathometer connecting rod 65; Probing motor 61 is fixed on probing frame 5, and output shaft is connected by connecting rod 62 with sliding block 63;61 output shaft of probing motor It is located at the sphere center position of probing frame 5 with the junction of connecting rod 62;Sliding block 63 is located in probing track 51;Fathometer connecting rod 65 1 End is rotatedly connected with probing frame 5, and is located at the center position of helical form probing track 51, and the other end installs simple beam fathometer 1;The both ends for adjusting connecting rod 64 are rotatedly connected in the middle part of sliding block 63, fathometer connecting rod 65 respectively.Probing motor 61 rotates, the company of drive The sliding of 62 lower end edge probing track 51 of extension bar, connecting rod 62 drives fathometer connecting rod 65 to rotate, so that the simple beam being arranged thereon Fathometer 1 is strafed in the shape of a spiral within the scope of 0-60 ° of taper.
As shown in Figure 1, Figure 2, the fixed device 4 of probing frame includes probing fastener 7, probing radius adjustment device 8, turns to Probing mechanism 9.
As shown in Figure 2, Figure 4 shows, probing mechanism 9 is turned to include steering motor 91, turn to fixed frame 92, pivot link 93, turn To support frame 94, probing mounting rack 95;Turn to fixed frame 92 be sector, by probing mounting rack 95 be fixed at bridge pier surface, Flood tide direction, lower end are equipped with arc chute 9201;Steering motor 91 is stepper motor, is fixed at bridge pier surface, and export Axis is vertically connected with 93 one end of pivot link;Sliding block 9301 is equipped in the middle part of pivot link 93, sliding block, which is located at, turns to fixed frame 92 In arc chute 9201;The other end of pivot link 93 is connected with support frame 94 is turned to.It is rotated, is driven by steering motor 91 Pivot link 93 meets the swing in damp face in bridge pier, and by turning to limit of the fixed frame 92 to sliding block 9301, realizes pivot link 93 swing limit and support.
As shown in Fig. 2, probing radius adjustment device 8 includes support contraction pole 81, support tube 82, probing frame connecting rod 83, adjusts It saves connecting rod 84 and adjusts cylinder 85;Cylinder 85 is adjusted to be connected with bridge pier;There are two probing frame connecting rod 83 is set, one end is equipped with mounting groove 8301, the other end is connected with one end of support contraction pole 81;The other end of contraction pole 81 is supported to be connected with support frame 94 is turned to;Branch It supports cylinder set 82 and is set to support 81 peripheral side of contraction pole, one end is connected with 85 output shaft of cylinder is adjusted;Adjusting connecting rod 84 is two, respectively 84 both ends of connecting rod are adjusted to be connected on the outside of support tube 81 and corresponding probing frame connecting rod 83 respectively.It adjusts cylinder 85 and is fixed at and turn To on support frame 94.By adjust cylinder 85 control support tube 82 back-and-forth motion, thus adjust 83 front end of probing frame connecting rod with The distance between bridge pier.
As shown in Figure 2 and Figure 3, probing frame fastener 7 is two, is respectively arranged on 5 two sides of probing frame;Each probing frame fastener It include fastening adjustment bar 72, fastening plates 73, fastening connecting rod 74 and fastening block 75;Fastening plates 73 are set to corresponding probing frame connecting rod 83 Mounting groove 8301 opening, and at 73 center of fastening plates be equipped with fastening adjustment hole 76;Fastening adjustment hole 76 is in the shape of a trumpet, Direction is flared towards 8301 outside of mounting groove;Fastening connecting rod 74 is elastic link, if there are two, along 76 central axes of fastening adjustment hole It is symmetrical arranged;Fastening adjustment bar 76 is that electric telescopic rod is set in corresponding mounting groove 8301, and one end is connected with probing frame connecting rod 83, One end that the other end fastens connecting rod 74 with two respectively is connected;The other end of two fastening connecting rods 74 is each passed through fastening adjustment hole 76 stretching mounting grooves 8301 are outer to be connected with corresponding fastening block 75;The inside of fastening block 75 is equipped with compatible with probing frame 5 tight Gu slot.Fastening connecting rod 74 is tensed by fastening adjustment bar 76, probing frame 5 is tightly clamped between two fastening blocks 75.It needs When carrying out the disassembly of probing frame 5, fastening adjustment bar 76 loosens, and fastening connecting rod 74 stretches out fastening adjustment hole 76, two 75 pines of fastening blocks It opens, can conveniently remove maintenance and replacement that probing frame 5 carries out simple beam fathometer 1.
Further monitoring for convenience, and realize risk alarm, control cabinet includes local data memory, local data Processor, controller and local alarm;Controller is deposited with detection motor, adjusting cylinder, steering motor, local data respectively Reservoir, local data processor, local alarm are connected;Remote monitoring platform includes remote data storage device, at remote data Manage device, remote-end alarm device;The remote data processor controller with remote data storage device, remote-end alarm device and control cabinet respectively It is connected.It is realized by control cabinet and remote monitoring platform to the remote control of total system and the processing of data and monitoring, and Real-time monitoring alarming is realized using local alarm and remote-end alarm device.
The step of carrying out bridge pier safety real-time monitoring using monitoring system of the present invention is as follows:
(1) system is arranged: setting steering motor single revolution angle adjusts cylinder output shaft single contracted length, probing motor Output shaft revolving speed;
(2) system reset: the sliding block on probing frame is located at the center of helical form probing track, adjusts cylinder homing, The pivot link top shoe for turning to probing mechanism is located at the arc chute left end for turning to fixed frame;
(3) spiral probing: steering motor rotation control turns to support frame and is rotated around bridge pier flood tide face;Every turn of steering motor An angle is moved, cylinder control probing frame is adjusted and is extended along support telescopic bar direction;Adjust the every elongation one of cylinder output shaft Measured length, the rotation of probing motor drives simple beam fathometer to carry out probing, and controls simple beam fathometer with the revolving speed of 12 °/point It is strafed in the shape of a spiral within the scope of 0-60 ° of taper;
(4) radius probing: after single sweep operation, probing motor reversal to simple beam fathometer returns in situ, adjusting cylinder continuation Certain length is extended, the rotation of probing motor drives simple beam fathometer to carry out helical form and strafes;
(5) flood tide face rotates probing: repeating step, ((4) extend until adjusting cylinder to limiting value;Cylinder is adjusted to shrink Original position is gone back to, step (3), (4) are repeated, until turning to the pivot link top shoe of probing mechanism as steering motor turns to Turn to the arc chute right end of fixed frame, adjusting cylinder extends the scanning knot of the simple beam fathometer helical form to limiting value Beam carries out the system reset of step (2);Single probing terminates;
(6) it data storage and processing: acquires each simple beam fathometer and carries out washing away for the difference obtained when helical form scanning Depth data carries out real-time monitoring.It acquires each simple beam fathometer and carries out washing away for the difference acquired when helical form scanning Depth data is compared with preset threshold, when being more than preset threshold, carries out this by local alarm and remote-end alarm device Ground and remote alarms.
Wherein, high-frequency signal is emitted to the bottom by simple beam fathometer in step (6), signal is after reflection by simple beam Fathometer receives, and sends and receives the time difference between signal using simple beam fathometer, can calculate and obtain simple beam probing The depth of water of instrument, to obtain the scour depth of bridge pier a single point.
Further, acquired data storage passes through distant communication line transmission to local data memory to long-range number simultaneously The data being collected into are compared with preset threshold information according to memory, and in remote data processor, if it exceeds Threshold value then illustrates security risks occur, which feeds back to controller, and it is dynamic to trigger report teledata alarm sending alarm Make;If being less than threshold value, illustrate no security risks, which feeds back to controller, and data information only stores, and does not send out Actuation of an alarm out.
Further, threshold value is provided with prime risk threshold value and second level risk threshold value, when being more than second level risk threshold value, hair Alarm out issues emergency alarm when being more than prime risk threshold value.

Claims (10)

1. a kind of bridge pier real-time safety monitoring system, it is characterised in that: including probing frame fixed device, probing frame, simple beam Fathometer, fathometer regulating part;The probing frame is connected by the fixed device of probing frame with bridge pier;The probing frame is hemispherical Rack, medial center have been spirally distributed probing track from the inside to the outside;The probing regulating part includes probing motor, connection Bar, adjusts connecting rod, fathometer connecting rod at sliding block;The probing motor is fixed on probing frame, and output shaft by connecting rod with Sliding block is connected;The junction of the probing motor output shaft and connecting rod is located at the sphere center position of the probing frame;The sliding block In the probing track;Fathometer connecting rod one end is rotatedly connected with the probing frame, and is located at helical form probing rail The center position in road, the other end install the simple beam fathometer;It is described adjust connecting rod both ends respectively with sliding block, fathometer It is rotatedly connected in the middle part of connecting rod.
2. monitoring system according to claim 1, it is characterised in that: the monitoring system further includes probing frame fastener; The probing frame is detachably arranged on the fixed device of probing frame by the probing frame fastener.
3. monitoring system according to claim 2, it is characterised in that: the probing frame fastener is two, is respectively arranged on Probing frame two sides;Each probing frame fastener includes fastening adjustment bar, fastening plates, fastening connecting rod and fastening block;The probing The corresponding position of the fixed device of frame is equipped with mounting groove;The fastening plates are set to the opening of corresponding mounting groove, and in fastening plates Fastening adjustment hole is equipped at the heart;The fastening adjustment hole is in the shape of a trumpet, is flared direction towards mounting groove outside;The fastening connects Bar is elastic link, if there are two, it is symmetrical arranged along fastening adjustment hole central axes;The fastening adjustment bar sets for electric telescopic rod In in corresponding mounting groove, one end is connected with the fixed device of probing frame, and one end that the other end fastens connecting rod with two respectively is connected;Two The other end of a fastening connecting rod is each passed through the fastening adjustment hole and stretches out outside mounting groove to be connected with corresponding fastening block;It is described tight Gu the inside of block is equipped with binding groove compatible with the probing frame.
4. monitoring system according to claim 3, it is characterised in that: the fixed device of the probing frame includes probing radius tune Regulating device;The probing radius adjustment device includes support contraction pole, support tube, probing frame connecting rod, adjusts connecting rod and adjust gas Cylinder;The adjusting cylinder is connected with bridge pier;There are two the probing frame connecting rod is set, one end be equipped with the mounting groove, the other end with One end of contraction pole is supported to be connected;The other end of the support contraction pole is connected with bridge pier;The support tube is sheathed on the branch Contraction pole peripheral side is supportted, one end is connected with cylinder output shaft is adjusted;The adjusting connecting rod is two, each to adjust connecting rod two end difference It is connected on the outside of support tube with corresponding probing frame connecting rod.
5. monitoring system according to claim 4, it is characterised in that: the fixed device of the probing frame further includes turning to probing Mechanism;The adjusting cylinder and support contraction pole of the probing radius adjustment device are connected by turning to probing mechanism with bridge pier;Institute Stating and turning to probing mechanism includes steering motor, steering fixed frame, pivot link, steering support frame;The steering fixed frame is fan Shape, is fixed at the bridge pier surface, flood tide direction, and lower end is equipped with arc chute;The steering motor is stepper motor, Gu Surely it is set to the bridge pier surface, and output shaft is vertically connected with described pivot link one end;It is equipped with and slides in the middle part of the pivot link Block, the sliding block are located in the arc chute for turning to fixed frame;The other end of the pivot link is connected with support frame is turned to; The adjusting cylinder and support contraction pole of the probing radius adjustment device are respectively arranged on the steering support frame.
6. monitoring system according to claim 5, it is characterised in that: the monitoring system further includes that control cabinet and distal end are supervised Control platform;The control cabinet is installed on pier coping portion, with the detection motor, adjust cylinder, steering motor and be connected, and with it is described Remote monitoring Platform communication is connected.
7. monitoring system according to claim 6, it is characterised in that: the control cabinet includes local data memory, sheet Ground data processor, controller and local alarm;The controller respectively with the detection motor, adjust cylinder, turn to Motor, local data memory, local data processor, local alarm are connected;The remote monitoring platform includes distal end number According to memory, remote data processor, remote-end alarm device;The remote data processor respectively with remote data storage device, remote End alarm is connected with the controller of control cabinet.
8. using the method that monitoring system carries out bridge pier safety real-time monitoring described in claim 5, it is characterised in that: including with Lower step:
(1) system is arranged: setting steering motor single revolution angle adjusts cylinder output shaft single contracted length, probing motor Output shaft revolving speed;
(2) system reset: the sliding block on probing frame is located at the center of helical form probing track, adjusts cylinder homing, The pivot link top shoe for turning to probing mechanism is located at the arc chute left end for turning to fixed frame;
(3) spiral probing: steering motor rotation control turns to support frame and is rotated around bridge pier flood tide face;Every turn of steering motor An angle is moved, cylinder control probing frame is adjusted and is extended along support telescopic bar direction;Adjust the every elongation one of cylinder output shaft Measured length, the rotation of probing motor drive simple beam fathometer to carry out helical form and strafe;
(4) radius probing: after single sweep operation, probing motor reversal to simple beam fathometer returns in situ, adjusting cylinder continuation Certain length is extended, the rotation of probing motor drives simple beam fathometer to carry out helical form and strafes;
(5) flood tide face rotates probing: repeating step, ((4) extend until adjusting cylinder to limiting value;Cylinder is adjusted to shrink Original position is gone back to, step (3), (4) are repeated, until turning to the pivot link top shoe of probing mechanism as steering motor turns to Turn to the arc chute right end of fixed frame, adjusting cylinder extends the scanning knot of the simple beam fathometer helical form to limiting value Beam carries out the system reset of step (2);Single probing terminates;
(6) it data storage and processing: acquires each simple beam fathometer and carries out washing away for the difference obtained when helical form scanning Depth data carries out real-time monitoring.
9. bridge pier safety method of real-time according to claim 8, it is characterised in that: acquisition in the step (6) Each simple beam fathometer carries out the scour depth data of the difference obtained when helical form scanning, is compared with preset threshold It is right, when being more than preset threshold, carry out local and remote alarm.
10. bridge pier safety method of real-time according to claim 8, it is characterised in that: probing in the step (3) When motor rotation drives simple beam fathometer progress helical form to strafe, simple beam fathometer is controlled with the revolving speed of 12 °/point in 0- It is strafed in the shape of a spiral within the scope of 60 ° of taper.
CN201811162949.6A 2018-09-30 2018-09-30 Real-time monitoring system and monitoring method for pier safety Active CN109238185B (en)

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CN109238185B CN109238185B (en) 2023-06-09

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115218865A (en) * 2022-09-06 2022-10-21 四川藏区高速公路有限责任公司 Bridge settlement monitoring equipment based on Beidou satellite

Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB635521A (en) * 1948-04-26 1950-04-12 Clifford Percival Stutchbury Improvements in or relating to instruments for dividing or measuring lengths
US3117226A (en) * 1960-07-18 1964-01-07 Union Carbide Corp Automatic plotting of X-ray diffraction pole figures
US5270890A (en) * 1989-03-06 1993-12-14 Nippon Hoso Kyokai Helical scan type rotary head apparatus
US20010017540A1 (en) * 1999-12-20 2001-08-30 Makoto Arai Non-destructive inspection device
JP2007183184A (en) * 2006-01-06 2007-07-19 Mitsutoyo Corp Calibration method for profiling probe
CN101405563A (en) * 2006-03-23 2009-04-08 瑞尼斯豪公司 Apparatus and method of measuring workpieces
CN101855572A (en) * 2007-11-12 2010-10-06 超声成像公司 An insonification device that includes a three-dimensional network of emitters arranged in at least two concentric spirals, which are designed to generate a beam of high- intensity focussed waves
CN101968371A (en) * 2010-09-01 2011-02-09 郑云林 Spiral tube micrometer element and micrometer device containing same
RU2460092C1 (en) * 2011-05-27 2012-08-27 Российская Федерация, от имени которой выступает Министерство промышленности и торговли Российской Федерации (Минпромторг) Spherical hydroacoustic antenna for sonar
DE102012008776A1 (en) * 2012-05-07 2013-11-07 T & S Gesellschaft für Längenprüftechnik mbH Centering device for aligning round work piece to measuring machine, has slots extended from center part of upper plate in arc around axis of upper plate to edge of lower plate, where radius of slots is increased from inside to outside
CN203642844U (en) * 2014-01-18 2014-06-11 中国石油大学(华东) Rock core geologic body measuring apparatus
CN204284342U (en) * 2014-12-01 2015-04-22 长安大学 A kind of high frequency screw motion signal scanning device
CN105783759A (en) * 2016-04-08 2016-07-20 中国矿业大学 Tunnel surrounding rock deformation monitoring device and method
CN106052604A (en) * 2016-05-30 2016-10-26 北京交通大学 Device for measurement of local scour depth around bridge pier
CN209181747U (en) * 2018-09-30 2019-07-30 江苏省水利科学研究院 A kind of bridge pier real-time safety monitoring system

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB635521A (en) * 1948-04-26 1950-04-12 Clifford Percival Stutchbury Improvements in or relating to instruments for dividing or measuring lengths
US3117226A (en) * 1960-07-18 1964-01-07 Union Carbide Corp Automatic plotting of X-ray diffraction pole figures
US5270890A (en) * 1989-03-06 1993-12-14 Nippon Hoso Kyokai Helical scan type rotary head apparatus
US20010017540A1 (en) * 1999-12-20 2001-08-30 Makoto Arai Non-destructive inspection device
JP2007183184A (en) * 2006-01-06 2007-07-19 Mitsutoyo Corp Calibration method for profiling probe
CN101405563A (en) * 2006-03-23 2009-04-08 瑞尼斯豪公司 Apparatus and method of measuring workpieces
CN101855572A (en) * 2007-11-12 2010-10-06 超声成像公司 An insonification device that includes a three-dimensional network of emitters arranged in at least two concentric spirals, which are designed to generate a beam of high- intensity focussed waves
CN101968371A (en) * 2010-09-01 2011-02-09 郑云林 Spiral tube micrometer element and micrometer device containing same
RU2460092C1 (en) * 2011-05-27 2012-08-27 Российская Федерация, от имени которой выступает Министерство промышленности и торговли Российской Федерации (Минпромторг) Spherical hydroacoustic antenna for sonar
DE102012008776A1 (en) * 2012-05-07 2013-11-07 T & S Gesellschaft für Längenprüftechnik mbH Centering device for aligning round work piece to measuring machine, has slots extended from center part of upper plate in arc around axis of upper plate to edge of lower plate, where radius of slots is increased from inside to outside
CN203642844U (en) * 2014-01-18 2014-06-11 中国石油大学(华东) Rock core geologic body measuring apparatus
CN204284342U (en) * 2014-12-01 2015-04-22 长安大学 A kind of high frequency screw motion signal scanning device
CN105783759A (en) * 2016-04-08 2016-07-20 中国矿业大学 Tunnel surrounding rock deformation monitoring device and method
CN106052604A (en) * 2016-05-30 2016-10-26 北京交通大学 Device for measurement of local scour depth around bridge pier
CN209181747U (en) * 2018-09-30 2019-07-30 江苏省水利科学研究院 A kind of bridge pier real-time safety monitoring system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115218865A (en) * 2022-09-06 2022-10-21 四川藏区高速公路有限责任公司 Bridge settlement monitoring equipment based on Beidou satellite
CN115218865B (en) * 2022-09-06 2022-11-15 四川藏区高速公路有限责任公司 Bridge settlement monitoring equipment based on Beidou satellite

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