CN206467700U - A kind of mechanical bridge foundation washout monitoring device - Google Patents

A kind of mechanical bridge foundation washout monitoring device Download PDF

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Publication number
CN206467700U
CN206467700U CN201621444109.5U CN201621444109U CN206467700U CN 206467700 U CN206467700 U CN 206467700U CN 201621444109 U CN201621444109 U CN 201621444109U CN 206467700 U CN206467700 U CN 206467700U
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China
Prior art keywords
pipe collar
fixed
hoist
outer catheter
bridge
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CN201621444109.5U
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Chinese (zh)
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李利平
李旭平
傅长荣
季光耀
李承广
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Lishui University
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Lishui University
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Abstract

The utility model patent discloses mechanical bridge foundation washout monitoring device, and mechanical bridge foundation washout monitoring device obtains Monitoring Data, carried out data transmission by communication bus with data processing transfer transport module;Data processing transfer transport module is carried out data transmission by network with central server;Managing system of above position machine is carried out data transmission by network with central server, realizes real-time monitoring and early warning to round-the-clock bridge settlement.The utility model obtains Monitoring Data using mechanical bridge foundation washout monitoring device, the real-time monitoring to bridge pier underwater foundation state is realized, by long-distance management system early warning, reminds operating personnel to safeguard in time, prevent bridge from security incident occur, it is ensured that bridge security is reliable, suitable durable long.

Description

A kind of mechanical bridge foundation washout monitoring device
Technical field
The utility model is related to bridge foundation settlement monitoring early warning field, and in particular to a kind of mechanical bridge foundation washout Monitoring device.
Background technology
Bridge occupies consequence in highway transportation, and bridge is after building up, due to by weather, burn into oxygen The factor such as change or aging, and long-term easy to tamper with the presence of static load and mobile load, correspondingly its strength and stiffness meeting Reduced with the increase of time.This can not only influence the safety of driving, and can shorten the service life of bridge.To ensure bridge Safety and communications and transportation it is unimpeded, strengthen particularly important to the maintenance management of bridge work.
Particularly highway bridge in mountainous area, when the detection of foundation scouring situation is not clear, it is impossible to Dangerous Bridge is differentiated in time and During in normal operation state, it will cause the generation of the particularly serious security incident such as bridge collapse.If can be to the base of bridge Plinth washes away situation and monitored in real time, then can start emergency mechanism in time in the state of emergency, bridge is closed, limit for tonnage Deng measure, it is to avoid the generation of accident., can also be by the data of Real-time Feedback, in time to bridge when non-emergent state Beam basis is safeguarded, bridge is in normal working condition, is reached the purpose prevented accident.
Monitoring system is applied into highway bridge foundation scouring both at home and abroad and is still in the starting stage, mainly there are following several prisons Survey mode:
1st, camera monitoring instrument operational method under Combined water.The advantage of camera monitoring instrument operation is to monitor under Combined water Speed is fast, cost is low, and monitoring personnel's operation is safer, has the disadvantage that the environmental requirement to monitoring is higher, that is, requires water quality Comparing clear, surface of base, the partial depth in water is no more than 5 meters without the attachment of the microorganisms such as pasture and water and basis.
2nd, diving monitoring resultses method:During monitoring, made by the underwater camera equipment dive of diver's hand held tape lighting apparatus Industry.The advantage of diving monitoring be it is relatively low to the water quality requirement near basis no matter clear water, mixed water, in monitored area not Dead angle is stayed, and while monitoring, some defects can in time be repaired.Have the disadvantage that monitoring velocity is slow, it is costly to monitor And diver's personal safety threatens larger, when particularly having shipwreck under deep water, tachydromile and bridge, diver Easily there is security incident.
3rd, underwater robot monitoring resultses method.The advantage of underwater robot monitoring resultses is can deep water monitoring;Shortcoming It is that monitoring cost is high, in addition, the propeller power of underwater robot is also not enough at present, the water resistant energy of general submarine inspection operation type Power is 2~4 sections, the Basic monitoring of the relatively low Oversea bridge of flow velocity and pile reservoir area is appropriate only for, for the bridge that flow velocity is larger Basis can not still complete monitoring task.
Above monitoring mode can not carry out being monitored incessantly in real time, and technical costs is high.Current practical technology Ultrasonic technology is mainly used to realize, as above Nereid leads the bridge scouring monitoring system of Scientific Instruments Corporation exploitation.But this is System is primarily adapted for use in the application on hydrostatic bridge.Bridges in Mountainous Areas foundation scouring has its particularity.One is the akhet of mountain stream Section property is strong, and water quality is muddy, is mingled with many mudstones and drift, ultrasonic technology can not apply to bridge foundation washout.Two are The flood of mountain stream breaks with tremendous force, and flow velocity is fast, and has a drifts such as mudstone,
The monitoring device being opposite in water has very big destruction, and ultrasonic probe is often to be placed in water(With Water is transmitting medium), so monitoring device is easily destroyed.Therefore rushed currently with the bridge foundation based on ultrasonic technology Brush monitoring system is only used for hydrostatic bridge, is not suitable for the monitoring of Bridges in Mountainous Areas.
Utility model content
The purpose of this utility model is a kind of mechanical bridge foundation washout monitoring device of offer, utilizes mechanical bridge Foundation scouring monitoring device obtains Monitoring Data, realizes the real-time monitoring to bridge pier underwater foundation state, passes through remote management system System early warning, reminds operating personnel to safeguard, prevents bridge from security incident occur in time, it is ensured that bridge security is reliable, it is durable long to fit.
In order to realize above-mentioned target, the utility model is adopted the following technical scheme that:
A kind of mechanical bridge foundation washout monitoring device, including sedimentation probe, clutch, hoist, it is described from Close and be provided with rotary encoder, described rotary encoder on the outside of the left side that mechanism is located at hoist, described clutch left part It is connected to by coupler on hoist, described sedimentation probe is connected on hoist.
Further, described hoist includes pedestal, backboard, hoist axis, handwheel and steel wire rope;Described pedestal is consolidated Due on backboard, it is located in described hoist on pedestal, described clutch is located at hoist axis left-hand end, described Coupler on hoist axis on the outside of the clutch left part, described rotary encoder is connected to volume by coupler Raise on device axis, described hoist axis right-hand end is provided with handwheel.
Further, described pedestal includes the first fixed seat and the second fixed seat, and the first described fixed seat and second are consolidated It is respectively equipped with clutch shaft bearing and second bearing, described hoist and is located in clutch shaft bearing and second bearing inside reservation, Hoist axis between on the inside of the first described fixed seat and the second fixed seat is provided with first baffle and second baffle, described Steel wire rope on hoist axis between first baffle and second baffle, described backboard is provided with rope guarding plate, described Rope guarding plate be located at steel wire rope top between first baffle and second baffle, described rope guarding plate includes fixed plate and compression Plate, described fixed plate and pressure strip are articulated structure, and described fixed plate is fixed on backboard, and described pressure strip is pressed on steel Cord top, described pressure strip bottom is provided with elastic tensioning mechanism.
Further, described elastic tensioning mechanism is spring, and described spring one end is located at rope guarding plate bottom, and the other end connects It is connected to the relevant position on pedestal.
Further, the sedimentation probe includes guide rod and conduit, and the guide rod is in conduit, and described conduit includes outer Conduit and inner catheter, the bottom of described outer catheter are placed on the top of the inner catheter, and inner catheter can be relative in outer catheter It is flexible;Described outer catheter top is provided with the first closure and the first pipe collar, and described outer catheter top is provided with the first outer catheter External screw thread, described the first closure lower outside is provided with inside the first closure external screw thread, the first described pipe collar provided with the Spiral shell outside one pipe collar internal thread, the first outer catheter that the first described pipe collar passes through the first pipe collar internal thread bottom and outer catheter top Line spiral is fixed, and the first described closure passes through spiral shell in the first closure external screw thread of bottom and the first pipe collar of the first pipe collar Line top spiral is fixed, i.e., the first described closure is fixed on the top of outer catheter by the first pipe collar, and described first is close It is provided with capping in first annular seal groove, described first annular seal groove and is provided with the first sealing ring, the first described sealing Ring inner surface is engaged with guide rod outer surface of upper;Described outer catheter bottom is provided with the second closure and the second pipe collar, institute The outer catheter bottom stated is provided with the second outer catheter external screw thread, and the second described closure upper outside is provided with the outer spiral shell of the second closure The second pipe collar internal thread is provided with inside line, the second described pipe collar, the second described pipe collar passes through the second pipe collar internal thread top Fixed with the second outer catheter external screw thread spiral of outer catheter bottom, outside the second closure that the second described closure passes through top Second pipe collar internal thread lower part helical of screw thread and the second pipe collar is fixed, i.e., the second described closure is fixed by the second pipe collar In the bottom of outer catheter;Described inner catheter bottom tactile disk provided with the 3rd pipe collar and under water, described inner catheter bottom is provided with interior Conduit external screw thread, the described upper outside of tactile disk under water is provided with inside tactile disk external screw thread, the 3rd described pipe collar provided with the 3rd pipe Internal thread is bound round, the 3rd described pipe collar is consolidated by the inner catheter external screw thread spiral of the 3rd pipe collar internal thread top and inner catheter bottom Fixed, described tactile disk under water is fixed by the 3rd pipe collar internal thread lower part helical of tactile disk external screw thread and the 3rd pipe collar, i.e., described Tactile disk under water fixed by the 3rd pipe collar with described inner catheter bottom, the 3rd ring packing is provided with described tactile disk under water The second sealing ring, the second described sealing ring inner surface and guide rod lower external are provided with groove, the 3rd described annular seal groove Face is engaged, and described guide rod bottom is fixed with tactile disk upper interior under water, and at least one is provided with outside described outer catheter Fixed mechanism.
Further, directive wheel is provided between described steel wire rope and guide rod, described directive wheel is installed in front of steel wire rope Relevant position.
Further, described clutch includes coupling flywheel and clutch drum, and described coupling flywheel center is set There is the endoporus for accommodating clutch drum, described clutch drum is in endoporus;Described clutch drum center is set and elevator The axis hole that device axis coordinates, the outer rim of described clutch drum is provided with ring-shaped groove;Described coupling flywheel inner radial is set Have and be sequentially provided with steel ball, compression spring and trimming bolt inside screw, described screw, in described steel ball is placed in screw most On end, the ring-shaped groove of the lower part embeddeding clutch drum of its steel ball, described trimming bolt is located at screw outermost end, described Compression spring is located between steel ball and trimming bolt, i.e., described compression spring one end peaks at part on steel ball, and the other end is located at Brake locking strip is set in trimming bolt bottom, the outer rim of described coupling flywheel, and described brake locking strip bottom is solid Fixed end head and regulation termination, described fixation termination are fixed by fixed screw, and described regulation termination by adjusting machine manually Structure is fixed, and described brake locking strip passes through the connection of fixed termination and regulation termination and pedestal, described manual adjustment means Including pad, thread head and regulating bolt, described pad is placed on the inside of thread head, and described regulating bolt is located at thread head On, described brake locking strip medial surface is provided with friction plate.
The application method of mechanical bridge foundation washout monitoring device, by the device in shell, the shell is fixed On the relevant position below bridge floor, steel wire rope one end is fixed on hoist axis, and the steel wire rope other end passes through Directive wheel is oriented to be connected with the guide rod of sedimentation probe;Described sedimentation probe is placed in water, and it settles touching under water for probe lower end Disk is contacted with bridge foundation, clutch internal pressure spring is adjusted by the regulation of trimming bolt so that it is to steel ball Pressure it is different so that the frictional force to clutch drum is different, so as to control the rotating speed of clutch drum,(Work as sedimentation When probe does not sink, i.e., when sedimentation probe remains static, its clutch drum is also at relative static conditions)Adjustment is manual Governor motion so that brake locking strip and coupling flywheel locking so that coupling flywheel does not rotate;While fly, when The contact abutment of tactile disk under water of sedimentation probe, adjusts steel wire rope by handwheel and tenses, the body that inner catheter is placed in outer catheter is long Degree is more than or equal to the 2/3 of outer catheter tube length, less than or equal to outer catheter body total length, the outer catheter that described sedimentation is popped one's head in It is fixed on by fixed mechanism on bridge pier relevant position;Hoist axis is connected through coupler with rotary encoder, when bridge base When plinth is settled, tactile disk, guide rod and inner catheter are moved down along outer catheter together under gravity under water, are drawn by steel wire rope Dynamic hoist axis, makes clutch drum slip relative with coupling flywheel, hoist middle shaft rotation, and pass through rotary encoder handle Axis angular displacement data are changed into electric impulse signal in hoist, so as to be output to external management system.
A kind of round-the-clock long-range monitoring and warning system of mechanical bridge foundation washout monitoring device, including mechanical bridge Foundation scouring monitoring device, data processing transfer transport module, central server, Managing system of above position machine;Mechanical bridge base Plinth flushing monitoring device monitoring bridge settlement data, data are carried out by communication bus and data processing transfer transport module Transmission;Data processing transfer transport module is carried out data transmission by network with central server;Managing system of above position machine passes through Network carries out data transmission with central server.
Further, described data processing transfer transport module includes data intelligence processing unit, GPRS communication modules, band The independent photovoltaic electric power system of battery;Data intelligence processing unit is responsible for collection and received from mechanical bridge foundation washout prison The data of device are surveyed, and carry out classification processing, storage and the bridge settlement information for uploading collection;In data intelligence processing list In member, bridge settlement data are subjected to classification storage according to bridge title, acquisition time and the specific pier location of bridge, led to GPRS communication modules are crossed to transmit to central server;GPRS communication modules are responsible for data processing transfer transport module and center service The communication of device;Independent photovoltaic electric power system with battery by solar panel, lithium battery group, reserve battery, mu balanced circuit, Voltage conversion circuit is constituted;Solar panel converts the solar into power storage in lithium battery group, passes through mu balanced circuit And voltage conversion circuit is mechanical bridge foundation washout monitoring device, data intelligence processing unit module and GPRS communication modules Burning voltage is provided;When weather conditions are not good, when electric quantity of lithium battery exhausts, reserve battery enters working condition;Described center Server database is responsible for the storage of the bridge settlement information of each bridge in monitored area, wherein heavy comprising bridge abutment Raw information drops, the running status letter also comprising the bridge settlement information after being resolved by intelligent algorithm and monitoring device Breath, these information carry out classification deposit central server number according to bridge title, acquisition time and the specific pier location of bridge etc. According to storehouse, inquire about and call for Managing system of above position machine;Central server is also responsible for the analysis and resolving of bridge settlement data, Complete dynamic monitor, be automatically positioned with threshold values alarm etc. function;Managing system of above position machine has computer client, can be set a variety of User right, administrative staff inquire about and called data, management equipment, setting system;Mechanical bridge foundation washout monitoring device Monitoring bridge settlement data are obtained, and the data monitored are sent to data processing transfer by communication bus and transmit mould Block;Data processing transfer transport module is collected and analyzed to the data received, and is stored in central server;Host computer Management system is realized to round-the-clock bridge settlement by the way that the data in deposit central server are inquired about and shown Monitoring and early warning in real time.
Compared with prior art, the utility model beneficial effect is:The utility model utilizes mechanical bridge foundation washout Monitoring device obtains Monitoring Data, realizes the real-time monitoring to bridge pier underwater foundation state, and the utility model monitoring effect is good, prison Safety is surveyed, by long-distance management system early warning, reminds operating personnel to safeguard in time, prevents bridge from security incident occur, it is ensured that bridge Safety beam is reliable, suitable durable long.
Brief description of the drawings
Fig. 1 is system schematic of the present utility model.
Fig. 2 is one of mechanical structure schematic diagram after installation of the present utility model.
Fig. 3 is two of the mechanical structure schematic diagram after installation of the present utility model.
Fig. 4 is the structural representation of the utility model hoist.
Fig. 5 is the structural representation of the utility model sedimentation probe.
Fig. 6 is the structural representation of the utility model conduit.
Fig. 7 is the structural representation of the closure of the utility model first.
Fig. 8 is the structural representation of the closure of the utility model second.
Fig. 9 is the structural representation of the utility model tactile disk under water.
Figure 10 is the structural representation of the pipe collar of the utility model first.
Figure 11 is the structural representation of the pipe collar of the utility model second.
Figure 12 is the structural representation of the pipe collar of the utility model the 3rd.
Figure 13 is one of structural representation of the utility model clutch.
Figure 14 is the two of the structural representation of the utility model clutch.
Figure 15 is one of structural representation of the utility model coupling flywheel.
Figure 16 is the two of the structural representation of the utility model coupling flywheel.
Figure 17 is one of structural representation of the utility model clutch drum.
Figure 18 is the two of the structural representation of the utility model clutch drum.
Figure 19 is the structural representation of the utility model brake locking strip.
Embodiment
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail.
As illustrated, a kind of mechanical bridge foundation washout monitoring device described in the utility model, including sedimentation probe 10th, clutch 30, hoist 20, described clutch 30 are located at the left side of hoist 20, and described clutch 30 is left Rotary encoder 50 is provided with the outside of portion, described rotary encoder 50 is connected on hoist 30 by coupler 40, described Sedimentation probe 10 is connected on hoist 20.
Described hoist 20 includes pedestal, backboard 22, hoist axis 23, handwheel 24 and steel wire rope 25;Described base Seat is fixed on backboard 22, and described hoist axis 23 is on pedestal, and described clutch 30 is located at hoist axis 23 left-hand ends, described coupler 40 is on the hoist axis 23 on the outside of the left part of clutch 30, described rotary coding Device 50 is connected on hoist axis 23 by coupler 40, and the described right-hand end of hoist axis 23 is provided with handwheel 24.
Described pedestal includes the first fixed seat 21.1 and the second fixed seat 21.2, described the first fixed seat 21.1 and the Clutch shaft bearing 26.1 and second bearing 26.2 are respectively equipped with inside two fixed seats 21.2, described hoist axis 23 is located at first 26.3 in bearing 26.1 and second bearing, resistance is reduced, hoist axis 23 rotates more flexible;The first described fixed seat Hoist axis between 21.1 and the inner side of the second fixed seat 21.2 is provided with first baffle 27.1 and second baffle 27.2, described Steel wire rope 25 on hoist axis 23 between first baffle 27.1 and second baffle 27.2, it is to avoid folding and unfolding steel wire rope 25 When, it is to avoid the winding dislocation of steel wire rope 25 is stuck;Described backboard 22 is provided with rope guarding plate, and described rope guarding plate is located at first baffle Steel wire rope top between 27.1 and second baffle 27.2, described rope guarding plate includes fixed plate 28.1 and pressure strip 28.2, institute The fixed plate 28.1 and pressure strip 28.2 stated are articulated structure, and described fixed plate 28.1 is fixed on backboard 22, described pressure Tight plate 28.2 is pressed on the top of steel wire rope 25, and the described bottom of pressure strip 28.2 is provided with elastic tensioning mechanism 29, described elasticity drawing Tight mechanism 29 is spring, and described spring one end is located at the bottom of rope guarding plate 28.2, and the other end is connected to the relevant position on pedestal, Pressure strip 28.2 is pressed on the power on steel wire rope 25 by spring adjust automatically, when hoist axis 23 rotates, it is to avoid steel wire rope 25 Do not tense, the automatic release of steel wire rope is caused, so as to reduce error.
The sedimentation probe includes guide rod 11 and conduit, and the guide rod 11 is in conduit, and described conduit includes leading outside Pipe 12.1 and inner catheter 12.2, the bottom of described outer catheter 12.1 are placed on the top of the inner catheter 12.2, and inner catheter 12.2 can relative telescopic in outer catheter 12.1;The described top of outer catheter 12.1 is provided with the first closure 14.1 and the first pipe collar 13.1, the described top of outer catheter 12.1 is provided with outside the first outer catheter external screw thread 14.12, the described bottom of the first closure 14.1 Side is provided with the first closure external screw thread 14.11, and the described inside of the first pipe collar 13.1 is provided with the first pipe collar internal thread 13.13, institute The first outer catheter external screw thread that the first pipe collar 13.1 stated passes through the bottom of the first pipe collar internal thread 13.13 and the top of outer catheter 12.1 14.12 spirals are fixed, and the first described closure 14.1 passes through the first closure external screw thread 14.11 of bottom and the first pipe collar The 13.1 top spiral of the first pipe collar internal thread 13.13 is fixed, i.e., the first described closure 14.1 passes through the first pipe collar 13.1 It is fixed on the top of outer catheter 12.1, is provided with first annular seal groove 14.13 in the first described closure 14.1, described the The first sealing ring 15.1, the described inner surface of the first sealing ring 15.1 and the top of guide rod 11 are provided with one annular seal groove 14.13 Outer surface is engaged, it is ensured that the excellent sealing of outer catheter 12.1 and guide rod 11, it is to avoid water etc. is entered in conduit from top;It is described The bottom of outer catheter 12.1 be provided with the second closure 14.2 and the second pipe collar 13.2, the described bottom of outer catheter 12.1 is provided with second Outer catheter external screw thread 14.22, the described upper outside of the second closure 12.2 is provided with the second closure external screw thread 14.21, described The inside of the second pipe collar 13.2 be provided with the second pipe collar internal thread 13.23, the second described pipe collar 13.2 passes through spiral shell in the second pipe collar The spiral of second outer catheter external screw thread 14.22 on the top of line 13.23 and the bottom of outer catheter 12.1 is fixed, the second described closure 14.2 pass through the second closure external screw thread 14.21 and the bottom spiral shell of the second pipe collar internal thread 13.23 of the second pipe collar 13.2 on top It is fixed to be rotated with, i.e., the second described closure 14.2 is fixed on the bottom of outer catheter 12.1 by the second pipe collar 13.2, and described is interior The bottom of conduit 12.2 tactile disk 14.3 provided with the 3rd pipe collar 13.3 and under water, the described bottom of inner catheter 14.3 is provided with the outer spiral shell of inner catheter Line 14.32, the described upper outside of tactile disk under water 14.3 is provided with inside tactile disk external screw thread 14.31, the 3rd described pipe collar 13.3 Provided with the 3rd pipe collar internal thread 13.33, the 3rd described pipe collar 13.3 passes through the top of the 3rd pipe collar internal thread 13.33 and inner catheter The spiral of inner catheter external screw thread 14.32 of 12.2 bottoms is fixed, and described tactile disk under water 14.3 passes through tactile disk external screw thread 14.31 and The lower part helical of the 3rd pipe collar internal thread 13.33 of three pipe collars 13.3 is fixed, i.e., described tactile disk under water 14.3 passes through the 3rd pipe collar 13.3 are fixed with the described bottom of inner catheter 12.2, and the 3rd annular seal groove 14.33, institute are provided with described tactile disk under water 14.3 The second sealing ring 15.2, the described inner surface of the second sealing ring 15.2 and guide rod are provided with the 3rd annular seal groove 14.33 stated 11 lower external faces are engaged, and the described bottom of guide rod 11 is fixed with the upper interior of tactile disk 14.3 under water, described outer catheter 12.1 outsides are provided with least one fixed mechanism 18, it is ensured that settle probe vertical and will not be subjected to displacement because of current scour, it is ensured that Accuracy.
Directive wheel is provided between described steel wire rope 25 and guide rod 11, described directive wheel 25.1 is installed on before steel wire rope 25 Square relevant position.
Described clutch 30 includes coupling flywheel 31 and clutch drum 32, and the described center of coupling flywheel 31 is set There is the endoporus for accommodating clutch drum 32, described clutch drum 32 is in endoporus;The described center of clutch drum 32 is set The axis hole coordinated with hoist axis 23, the outer rim of described clutch drum 32 is provided with ring-shaped groove 32.6;Described clutch The inner radial of flywheel 31, which is provided with inside screw 31.7, described screw 31.7, is sequentially provided with steel ball 33, compression spring 34 and fine setting Bolt 35, described steel ball 33 is placed in innermost end in screw 31.7, the annular of the lower part embeddeding clutch drum 32 of its steel ball 33 On groove 32.6, described trimming bolt 35 is located at the outermost end of screw 31.7, described compression spring 34 located at steel ball 33 with it is micro- Adjust between bolt 35, i.e., described one end of compression spring 34 peaks at part on steel ball 33, the other end is located at the bottom of trimming bolt 35, Brake locking strip 36 is set in the outer rim of described coupling flywheel 31, the described bottom of brake locking strip 36 be fixed termination and Termination is adjusted, described fixation termination is fixed by fixed screw, and described regulation termination is fixed by manual adjustment means 37, Described connection of the locking strip 36 by fixed termination and regulation termination and pedestal of braking, described manual adjustment means 37 include Pad 37-1, thread head 37-3 and regulating bolt 37-2, described pad 37-1 are placed in thread head 37-3 inner sides, described regulation Bolt 37-2 is on thread head 37-3, and described brake locking strip medial surface is provided with friction plate 36-1.
The application method of mechanical bridge foundation washout monitoring device, by the device in shell 400, the shell 400 are fixedly mounted on the relevant position of the lower section of bridge floor 300, and the one end of steel wire rope 25 is fixed on hoist axis 23, steel The other end of cord 25 is oriented to by directive wheel 25.1 and is connected with the guide rod 11 of sedimentation probe 10;Described sedimentation probe 10 is placed in water Interior, its tactile disk under water 14.3 for settling 10 lower ends of probe is contacted with bridge foundation 100, by the regulation of trimming bolt 35 to clutch The internal pressure spring 34 of mechanism 30 is adjusted so that its pressure to steel ball 33 is different, so as to clutch drum 32 Frictional force is different, so as to control the rotating speed of clutch drum 32, when sedimentation probe 10 does not sink, i.e., sedimentation probe 10 is in During inactive state, its clutch drum 32 is also at relative static conditions, adjusts manual adjustment means 37 so that brake locking strip 36 With the locking of coupling flywheel 31 so that coupling flywheel 31 does not rotate;While fly 24, when touching under water for sedimentation probe 10 Disk contacts abutment 100, and adjusting steel wire rope 25 by handwheel 24 tenses, the tube length that inner catheter 12.2 is placed in outer catheter 12.1 More than or equal to the 2/3 of the tube length of outer catheter 12.1, less than or equal to the body total length of outer catheter 12.1, described sedimentation probe 10 Outer catheter 12.1 be fixed on by fixed mechanism 18 on the relevant position of bridge pier 200;Hoist axis 23 is through coupler 40 and rotation Turn encoder 50 to be connected, when bridge foundation 100 is settled, tactile disk 23, guide rod 11 and inner catheter 12.2 be under gravity under water Moved down together along outer catheter 12.1, inner catheter 12.2 be conducive to protecting guide rod 11 not because in current mudstone impact occur it is curved Song, hoist axis 23.1 is pulled by steel wire rope 25, makes clutch drum 32 is relative with coupling flywheel 31 to slide, in hoist Axle 23 is rotated, and the angular displacement data of hoist axis 23 are changed into electric impulse signal by rotary encoder 50, so as to export To external management system.
A kind of round-the-clock long-range monitoring and warning system of mechanical bridge foundation washout monitoring device, including mechanical bridge Foundation scouring monitoring device, data processing transfer transport module, central server, Managing system of above position machine;Mechanical bridge base Plinth flushing monitoring device monitoring bridge settlement data, data are carried out by communication bus and data processing transfer transport module Transmission;Data processing transfer transport module is carried out data transmission by network with central server;Managing system of above position machine passes through Network carries out data transmission with central server.
It is described when setting the installation site of mechanical bridge foundation washout monitoring device, it is considered to the quantity of mount point is by root Determined according to bridge pier quantity and present position, can select and be arranged on the bridge pier that bridge foundation is easily washed, you can with a bridge One mechanical bridge foundation washout monitoring device is installed(1#, 2#, k#, n# ... in Fig. 1), can also bridge install many Individual mechanical bridge foundation washout monitoring device;Mechanical bridge foundation washout monitoring device works on power after installing in place.
Described data processing transfer transport module includes data intelligence processing unit, GPRS communication modules, band battery Independent photovoltaic electric power system;Data intelligence processing unit is responsible for collection and received from mechanical bridge foundation washout monitoring device Data, and carry out classification processing, storage and upload collection bridge settlement information;In data intelligence processing unit, Bridge settlement data are subjected to classification storage according to bridge title, acquisition time and the specific pier location of bridge, passed through GPRS communication modules are transmitted to central server;GPRS communication modules are responsible for data processing transfer transport module and central server Communication;Independent photovoltaic electric power system with battery is by solar panel, lithium battery group, reserve battery, mu balanced circuit, electricity Voltage conversion circuit is constituted;Solar panel converts the solar into power storage in lithium battery group, by mu balanced circuit and Voltage conversion circuit is that mechanical bridge foundation washout monitoring device, data intelligence processing unit module and GPRS communication modules are carried For burning voltage;When weather conditions are not good, when electric quantity of lithium battery exhausts, reserve battery enters working condition;When reserve battery electricity When amount is less than 25%, the warning of the battery electric quantity deficiency of the data processing transfer transport module is sent to Managing system of above position machine, Administrative staff go to the data processing transfer transport module position to change battery.
Described central server database is responsible for the storage of the bridge settlement information of each bridge in monitored area, Bridge settlement raw information is wherein included, also comprising the bridge settlement information and prison after being resolved by intelligent algorithm The running state information of device is surveyed, these information are divided according to bridge title, acquisition time and the specific pier location of bridge etc. Class is stored in central server database, inquires about and calls for Managing system of above position machine;Central server is also responsible for bridge abutment and sunk The analysis and resolving of drop data, complete dynamic monitor, be automatically positioned with threshold values alarm etc. function;
Described Managing system of above position machine has computer client, can be set a variety of user rights, administrative staff inquiry and Call data, management equipment, setting system;
Mechanical bridge foundation washout monitoring device obtains monitoring bridge settlement data, and the data monitored are led to Cross communication bus and be sent to data processing transfer transport module;Data processing transfer transport module converges to the data received Summation is analyzed, and is stored in central server;Managing system of above position machine is by looking into the data in deposit central server Ask and show, realize the real-time monitoring and early warning to round-the-clock bridge settlement.
The utility model obtains monitoring bridge settlement data using mechanical bridge foundation washout monitoring device, realizes Real-time monitoring to bridge pier underwater foundation state, by long-distance management system early warning, reminds operating personnel to safeguard, prevents bridge in time There is security incident in beam, it is ensured that bridge security is reliable, suitable durable long.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and And in the case of without departing substantially from spirit or essential attributes of the present utility model, can realize that this practicality is new in other specific forms Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained All changes in justice and scope are included in the utility model.Any reference in claim should not be considered as limitation Involved claim.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped Containing an independent technical scheme, this narrating mode of specification is only that for clarity, those skilled in the art should Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art It may be appreciated other embodiment.

Claims (7)

1. a kind of mechanical bridge foundation washout monitoring device, it is characterised in that:Including sedimentation probe, clutch, hoist, Described clutch is located on the outside of the left side of hoist, described clutch left part and is provided with rotary encoder, described rotation Turn encoder to be connected on hoist by coupler, described sedimentation probe is connected on hoist.
2. mechanical bridge foundation washout monitoring device according to claim 1, it is characterised in that:Described hoist bag Include pedestal, backboard, hoist axis, handwheel and steel wire rope;Described pedestal is fixed on backboard, and described hoist axis is set In on pedestal, described clutch is located at hoist axis left-hand end, and described coupler is on the outside of clutch left part Hoist axis on, described rotary encoder is connected on hoist axis by coupler, described hoist axis Right-hand end is provided with handwheel.
3. mechanical bridge foundation washout monitoring device according to claim 2, it is characterised in that:Described pedestal includes Clutch shaft bearing and second are respectively equipped with inside first fixed seat and the second fixed seat, the first described fixed seat and the second fixed seat It is located in bearing, described hoist in clutch shaft bearing and second bearing, in described the first fixed seat and the second fixed seat Hoist axis between side is provided with first baffle and second baffle, and described steel wire rope is located at first baffle and second baffle Between hoist axis on, described backboard is provided with rope guarding plate, and described rope guarding plate is located at first baffle and second baffle Between steel wire rope top, described rope guarding plate includes fixed plate and pressure strip, and described fixed plate and pressure strip is are hinged knot Structure, described fixed plate is fixed on backboard, and described pressure strip is pressed on steel wire rope top, and described pressure strip bottom is provided with bullet Property tensioning mechanism.
4. mechanical bridge foundation washout monitoring device according to claim 3, it is characterised in that:Described elastic tensioning Mechanism is spring, and described spring one end is located at rope guarding plate bottom, and the other end is connected to the relevant position on pedestal.
5. mechanical bridge foundation washout monitoring device according to claim 1, it is characterised in that:The sedimentation probe bag Guide rod and conduit are included, the guide rod is in conduit, and described conduit is included under outer catheter and inner catheter, described outer catheter Portion is placed on the top of the inner catheter, and inner catheter can relative telescopic in outer catheter;Described outer catheter top is provided with first Closure and the first pipe collar, described outer catheter top are provided with outside the first outer catheter external screw thread, the first described closure bottom Side, which is provided with inside the first closure external screw thread, the first described pipe collar, is provided with the first pipe collar internal thread, and the first described pipe collar leads to The the first outer catheter external screw thread spiral for crossing the first pipe collar internal thread bottom and outer catheter top is fixed, and the first described closure leads to First pipe collar internal thread top spiral of the first closure external screw thread and the first pipe collar of crossing bottom is fixed, i.e., described first is close Capping, which is fixed on by the first pipe collar in the top of outer catheter, the first described closure, is provided with first annular seal groove, described First annular seal groove in be provided with the first sealing ring, described first sealing ring inner surface is contacted with guide rod outer surface of upper matches somebody with somebody Close;Described outer catheter bottom is provided with the second closure and the second pipe collar, and described outer catheter bottom is provided with outside the second outer catheter Screw thread, the second described closure upper outside is provided with inside the second closure external screw thread, the second described pipe collar and is provided with second Pipe collar internal thread, the second outer catheter external screw thread that the second described pipe collar passes through the second pipe collar internal thread top and outer catheter bottom Spiral is fixed, and the second described closure passes through the second closure external screw thread on top and the second pipe collar internal thread of the second pipe collar Lower part helical is fixed, i.e., the second described closure is fixed on the bottom of outer catheter by the second pipe collar;Under described inner catheter Portion's tactile disk provided with the 3rd pipe collar and under water, described inner catheter bottom is provided with inner catheter external screw thread, described tactile disk top under water Outside, which is provided with inside tactile disk external screw thread, described the 3rd pipe collar, is provided with the 3rd pipe collar internal thread, and described the 3rd pipe collar passes through the The inner catheter external screw thread spiral on three pipe collar internal thread tops and inner catheter bottom is fixed, and described tactile disk under water passes through spiral shell outside tactile disk 3rd pipe collar internal thread lower part helical of line and the 3rd pipe collar is fixed, i.e., described tactile disk under water by the 3rd pipe collar with it is described Inner catheter bottom is fixed, and is provided with the 3rd annular seal groove, the 3rd described annular seal groove and is provided with described tactile disk under water Second sealing ring, the second described sealing ring inner surface is engaged with guide rod lower external face, described guide rod bottom and water Lower tactile disk upper interior is fixed, and at least one fixed mechanism is provided with outside described outer catheter.
6. mechanical bridge foundation washout monitoring device according to claim 1, it is characterised in that:Described steel wire rope with Directive wheel is provided between guide rod, described directive wheel is installed on relevant position in front of steel wire rope.
7. mechanical bridge foundation washout monitoring device according to claim 2, it is characterised in that:Described clutch Including coupling flywheel and clutch drum, described coupling flywheel center is provided with the endoporus for being used for accommodating clutch drum, described Clutch drum in the endoporus;Described clutch drum center is provided with the axis hole coordinated with hoist axis, described clutch The outer rim of device drum is provided with ring-shaped groove;Described coupling flywheel inner radial is provided with inside screw, described screw and set successively There are steel ball, compression spring and trimming bolt, described steel ball is placed in innermost end in screw, the lower part embeddeding clutch of its steel ball On bulging ring-shaped groove, described trimming bolt is located at screw outermost end, and described compression spring is located at steel ball and trimming bolt Between, i.e., described compression spring one end peaks at part on steel ball, and the other end is located at trimming bolt bottom, and described clutch flies Brake locking strip is set in the outer rim of wheel, and described brake locking strip bottom is fixed termination and regulation termination, described fixation Termination is fixed by fixed screw, and described regulation termination is fixed by manual adjustment means, and described brake locking strip passes through Fixed termination and the connection of regulation termination and pedestal, described manual adjustment means include pad, thread head and regulating bolt, institute The pad stated is placed on the inside of thread head, and described regulating bolt is on thread head, and described brake locking strip medial surface is provided with Friction plate.
CN201621444109.5U 2016-12-27 2016-12-27 A kind of mechanical bridge foundation washout monitoring device Expired - Fee Related CN206467700U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106480911A (en) * 2016-12-27 2017-03-08 丽水学院 A kind of mechanical type bridge foundation washout monitoring device and its round-the-clock long-range monitoring and warning system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106480911A (en) * 2016-12-27 2017-03-08 丽水学院 A kind of mechanical type bridge foundation washout monitoring device and its round-the-clock long-range monitoring and warning system
CN106480911B (en) * 2016-12-27 2018-09-14 丽水学院 A kind of mechanical bridge foundation washout monitoring device and its round-the-clock long-range monitoring and warning system

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