CN107907100A - A kind of system and method being monitored to track traffic differential settlement - Google Patents

A kind of system and method being monitored to track traffic differential settlement Download PDF

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Publication number
CN107907100A
CN107907100A CN201711137957.0A CN201711137957A CN107907100A CN 107907100 A CN107907100 A CN 107907100A CN 201711137957 A CN201711137957 A CN 201711137957A CN 107907100 A CN107907100 A CN 107907100A
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China
Prior art keywords
sensor
transmitter unit
track
reference point
deformation
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CN201711137957.0A
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CN107907100B (en
Inventor
罗亭
陶杰
钱振宇
马晓峰
许广彬
郑军
张银滨
管虎
李楠
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Wuxi Huayun Data Technology Service Co Ltd
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Wuxi Metro Group Co Ltd
Wuxi Huayun Data Technology Service Co Ltd
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Priority to CN201711137957.0A priority Critical patent/CN107907100B/en
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C5/00Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels

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  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Train Traffic Observation, Control, And Security (AREA)

Abstract

The present invention provides a kind of system and method being monitored to track traffic differential settlement, this method includes:Calculate the distance between transmitter unit collected in reference point for being deployed in track side and being determined by datum mark by setting-out, calculate the distance between transmitter unit and the sensor being fixed on track support structure, transmitter unit sends test instruction and the position data fed back received from sensor to sensor, and compared with the position data transmitted by reset condition lower sensor, the deformation quantity of sensor is calculated by Heron's formula, when the deformation quantity of sensor exceedes the deformation threshold value of setting, the sensor at least exceeding the deformation threshold value of setting to deformation quantity positions.By the present invention, realize to the continuous, online of differential settlement caused by track traffic and efficiently monitor, and significantly reduce the cost and operation difficulty of monitoring system.

Description

A kind of system and method being monitored to track traffic differential settlement
Technical field
The present invention relates to track traffic safety monitoring technology field, more particularly to urban track traffic, high-speed railway etc. Track traffic differential settlement that the differential settlement occurred in Rail Transit System or equipment is monitored monitoring system and A kind of monitoring method based on the monitoring system.
Background technology
In the rail transit devices such as built subway, light rail, high-speed railway or tramcar, since there are roadbed Differential settlement phenomenon, therefore huge security risk is caused to the traffic safety of rail transit device.Therefore it is necessary to It is uneven caused by track used in rail transit device through completing for use or the rail transit device built Even sedimentation is monitored, and prevents traffic safety accident.In rail transit device, track is typically mounted on sleeper, and It is divided into Ballast track and non-fragment orbit according to continental rise type, and has differential settlement phenomenon.
It can use in the prior art uneven based on the either measuring method such as satellite positioning or inertial navigation progress is imaged The measurement of even sedimentation.But above-mentioned technical proposal is required there are the problem of expensive, harsh to satellite surveying and mapping required precision.Mesh Preceding existing satellite surveying and mapping precision is extremely difficult to grade, or even the mapping precision of Centimeter Level can not all be realized.It is meanwhile above-mentioned Technical solution is expensive there is also system price, can not realize the limitation promoted and applied on a large scale.In addition, system of the prior art Or method can not also realize the differential settlement phenomenon that the Rail Transit Systems such as city underground are occurred and specific sedimentation Amount carries out the defects of continuous, monitoring online is with display.
Meanwhile in the prior art can also be by manually measuring, and specifically, by manually using longitude and latitude at the scene Instrument measures track or sleeper with civil engineering instrument of surveying and mappings such as spirit levels.Then by the number of upper all measurement points along the line Measured according to differential settlement whether occurs to certain track after collecting.Needed when manually measuring in-orbit in tentative operation Vehicle on road just can guarantee that the safety of survey crew, this is especially apparent in the tunnel that city underground is shuttled, if stopped transport Vehicle necessarily causes huge economic losses and resident trip inconvenience;Personal safety of the vehicle then to survey crew of not stopping transport brings huge Risks.Meanwhile the prior art is there is also cumbersome, the defects of artificial usage amount is huge.This is flourishing for track traffic City for, using manual site measure by the way of seem extremely improper.In addition, the civil engineering such as theodolite and spirit level Instrument of surveying and mapping is high to the technical requirements of mapping worker in measurement, mapping worker need to carry out above-mentioned instrument of surveying and mapping calibration with Debugging, and there is the defects of because of people's objection in measurement accuracy, there are larger for the result measured by the mapping worker of different qualifications Error.
Finally, differential settlement track traffic occurred at present can not realize continuous, online and real-time monitoring, so that Cause intelligent level relatively low.
In view of this, it is necessary to which the technology of the prior art being monitored to track traffic differential settlement is changed Into to solve the above problems.
The content of the invention
It is an object of the invention to disclose a kind of track traffic differential settlement monitoring system and its based on the monitoring system A kind of method that continuous, online and efficient monitoring is realized to differential settlement caused by track traffic, realize to uneven Sedimentation carries out online monitoring and alarm, and cost and the operation that monitoring system is effectively reduced while monitoring accuracy is improved are difficult Degree.
To realize above-mentioned first goal of the invention, track traffic differential settlement is monitored the present invention provides a kind of System, it includes:
The sensor being fixed on track support structure, is at least deployed in track side and is determined by datum mark by setting-out The transmitter unit collected in reference point, the data collector mutually communicated with transmitter unit, mutually communicates with data collector Cloud platform, the transmitter unit sends test to sensor and instructs and the space length data fed back received from sensor, And compared with the space length data with being fed back under reset condition by sensor, the shape of sensor is calculated by Heron's formula Variable, when the deformation quantity that sensor reflects exceedes the deformation threshold value of setting, at least exceedes deformation quantity the deformation threshold of setting The sensor of value is positioned, and the Heron's formula is performed by transmitter unit or cloud platform.
As a further improvement on the present invention, it is described to collect reference point planning in the side of track.
As a further improvement on the present invention, it is described to collect reference point planning in the both sides of track.
As a further improvement on the present invention, some hairs that collect reference point disposed of the planning in the both sides of track Unit is penetrated to be generally aligned in the same plane.
As a further improvement on the present invention, some hairs that collect reference point disposed of the planning in the both sides of track Penetrate unit and be located at Different Plane.
As a further improvement on the present invention, the datum mark is selected from country-level height datum point, national two level elevation Datum mark, national three-level height datum point or national level Four height datum point.
As a further improvement on the present invention, it is described to be deployed in the transmitter unit master control collected in reference point and be located at track one At least one sensor of side, the sensor be selected from photosensitive sensor, three-axis gyroscope sensor, mechanical wave sensors or Distance measuring sensor, the sensor are fixed on the both ends end or one end end of track support structure.
As a further improvement on the present invention, the mechanical wave sensors be selected from sonar sensor, ultrasonic sensor or Person's bluetooth sensor.
As a further improvement on the present invention, the deformation threshold value is set as ± 50mm.
As a further improvement on the present invention, the cloud platform includes:
The node administration server and master server being of coupled connections with system bus, with node administration server and/or master The display device and warning device of server connection;
Spontaneous emission unit of the node administration server received by by system bus subsection receiing data collector The data of the characterization real-time deformation quantity of sensor fed back, and Helen's public affairs are performed by node administration server or master server Formula, the attribute information of all the sensors is preserved in the node administration server;
When deformation quantity caused by one of sensor exceedes deformation threshold value, by warning device and/or display device Export alarm.
As a further improvement on the present invention, the display device with cloud platform in a wired fashion or wireless mode is mutual Communication, and real-time exhibition is carried out to alarm in the form of visual form or curve map, the wireless mode includes: Bluetooth, Zigbee, GPRS or WIFI.
As a further improvement on the present invention, it is embedded in the node administration server and runs distributed post and subscribe to and is disappeared Breath system.
As a further improvement on the present invention, the distributed post is subscribed to message system and is included:Kafka components, emule Component, RabbitMQ components, RocketMQ components, ActiveMQ components, ZeroMQ components or Azure components.
As a further improvement on the present invention, further included in the cloud platform and node administration server and/or main service The statistical module that device mutually communicates, the statistical module are used for the alarm times for counting the sensor of triggering alarm, and will triggering The sensor of alarm is marked on the visualization interface that display device is formed.
As a further improvement on the present invention, the data collector is at least configured to hand held mobile terminals equipment.
To realize above-mentioned second goal of the invention, track traffic differential settlement is supervised present invention also offers a kind of The method of survey, including:
Calculate between the transmitter unit collected in reference point for being deployed in track side and being determined by datum mark by setting-out Distance,
The distance between transmitter unit and the sensor being fixed on track support structure are calculated,
Transmitter unit sends test to sensor and instructs and the position data fed back received from sensor, and with original shape Position data transmitted by state lower sensor is compared, and the deformation quantity of sensor is calculated by Heron's formula, when sensor is anti- When the deformation quantity mirrored exceedes the deformation threshold value of setting, the sensor that the deformation threshold value of setting is at least exceeded to deformation quantity is determined Position.
As a further improvement on the present invention, the method further includes:
First, in the initial state using theodolite to sensor in vertical direction and plane institute shape where collecting reference point Into joint demarcated, and by joint, collect reference point and sensor luv space coordinate and build original triangle;
Then, measure after settling by joint, collect reference point and the real-time space coordinate of sensor formed Deformation triangle, and according to the deformation quantity of Heron's formula calculating sensor;
When the deformation quantity that sensor reflects exceedes the deformation threshold value of setting, the deformation of setting is at least exceeded to deformation quantity The sensor of threshold value is positioned and is alarmed, and is shown in cloud platform and/or transmitter unit.
As a further improvement on the present invention, the Heron's formula is performed by transmitter unit or cloud platform, the data Collector is at least configured to hand held mobile terminals equipment.
As a further improvement on the present invention, at least two sensor of transmitter unit master control collected in reference point, At least there are a repetition test point for the sensor of institute's master control between two adjacent transmitter units.
Compared with prior art, the beneficial effects of the invention are as follows:Disclosed herein is a kind of uneven to track traffic The system and method being monitored is settled, is realized to the continuous, online and efficient of differential settlement caused by track traffic Ground monitoring operation, and online monitoring, positioning and alarm can be carried out to differential settlement, so as to improve uneven to occurring The monitoring accuracy in the section of sedimentation, and significantly reduce the cost and operation difficulty of monitoring system.
Brief description of the drawings
Fig. 1 is the biography to differential settlement occurs in a kind of monitoring system being monitored to track traffic differential settlement Sensor calculates the schematic diagram of differential settlement amount, wherein, collect reference point planning in the both sides of track;
Fig. 2 is the biography to differential settlement occurs in a kind of monitoring system being monitored to track traffic differential settlement Sensor calculates the schematic diagram of differential settlement amount, wherein, collect reference point planning in the side of track;
Fig. 3 sets to plan to collect reference point and collect the transmitter unit dislocation that reference point disposed respectively in the both sides of track The schematic diagram put;
Fig. 4 is that the schematic diagram that differential settlement is monitored is carried out to arc-shaped track;
By some sensors continuously set on the sleeper to supporting track in city underground uneven sink is occurred for Fig. 5 Drop carries out the schematic diagram of real-time exhibition with visual curve map;
Fig. 6 is the topology diagram of cloud platform;
Fig. 7 is the cross-sectional view in the tunnel of city underground operation.
Embodiment
The present invention is described in detail for shown each embodiment below in conjunction with the accompanying drawings, but it should explanation, these Embodiment is not limitation of the present invention, those of ordinary skill in the art according to these embodiment institute work energy, method, Or equivalent transformation or replacement in structure, belong within protection scope of the present invention.
Embodiment one:
The first present embodiment discloses a kind of monitoring system being monitored to track traffic differential settlement is specific Embodiment.Rail Transit System involved by each embodiment of the application includes but not limited to city underground system, urban light rail System, magnetic-levitation traffic system, common, high speed or ultra high speed railway system, roller-coaster system etc. some be based on track The traffic toter or entertainment device of formation.
In these above-mentioned devices, the track support structure of bearing track, such as sleeper, concrete pedestal, girder steel are respectively provided with Deng, and local sedimentation (that is, differential settlement phenomenon) can occur to above-mentioned track support structure and carry out efficiently, conveniently, soon The place for monitoring, alarming promptly and mark appearance to settle exactly to maintenance personal, consequently facilitating maintenance personal is to settling Supporting member reinforced and repaired so that improve above device operation security.In embodiment one, we select city As prominent example, presenting a demonstration property is illustrated and explained city's subway system.
Join shown in Fig. 1, in the present embodiment, track support structure selects sleeper 90 (wooden or concrete), pillow Two tracks 40 are laid with wood 90.90 parallel arrangement of sleeper and common supporting track 40.Sleeper 90 ' in Fig. 1 shown by dotted line For sleeper after differential settlement occurs.
A kind of system being monitored to track traffic differential settlement, it includes:The sensor being fixed on sleeper 90. Collect reference point A and collect the both sides that reference point B is deployed in track 40.It is above-mentioned to collect reference point A and be above with collecting reference point B Datum mark is set.Wherein, collect reference point A and collect and determined with reference to B by datum mark by setting-out, the datum mark is selected from state Family's level-one height datum point, national two level height datum point, national three-level height datum point or national level Four height datum point.
It should be noted that in each embodiment shown in this specification, converging the locus of reference point can pass through Any one above-mentioned height datum point is determined by setting-out, and height in vertical direction can be higher than any one above-mentioned elevation Datum mark, may be lower than any one above-mentioned height datum point, and be most preferably in same with any one above-mentioned height datum point The height of one horizontal plane, to better ensure that mapping and follow-up monitoring accuracy.
Meanwhile the system further includes the data collector 50 mutually communicated with transmitter unit 70, with 50 phase of data collector The cloud platform mutually communicated, the transmitter unit 70 send test instruction and the space fed back received from sensor 30 to sensor Range data, and compared with the space length data with being fed back under reset condition by sensor 30, pass through Heron's formula meter The deformation quantity of sensor 30 is calculated, when the deformation quantity that the sensor 30 reflects exceedes the deformation threshold value of setting, at least to sky Between the changed sensor 30 in position positioned, the Heron's formula can be performed by transmitter unit 70 or cloud platform.
Specifically, in the present embodiment, it can be determined by national three-level height datum point setting-out.Therefore, can be in track 40 Both sides continuously set and multiple collect reference point A and multiple collect reference point B.In the present embodiment, two in track 40 are planned The some of side collect the transmitter unit 70 that reference point is disposed and are generally aligned in the same plane.Track 40 and the perpendicular arrangement of the plane, and The plane is also vertical setting with horizontal plane.
70 master control of transmitter unit one or more sensor for collecting that reference point A and collecting set at reference point B.Pass Sensor is fixed on the both ends end or one end end of sleeper 90, and sensor is fixed at sleeper 90 in the present embodiment Both ends end.It is in the multiple sensings continuously arranged to be deployed in 70 master control of transmitter unit for collecting reference point A and collecting on reference point B Device.
Specifically, coordinate refering to what is shown in Fig. 3, collecting 70 master control of transmitter unit disposed at reference point 10 in support Sensor 303a, the sensor 303b of the top of sleeper 90 of the track 40 of side to sensor 303h (quantity is eight) and support are another Sensor 313a, sensor 313b on the sleeper 90 of one track 40 are to sensor 313h (quantity is eight).
It is similarly described, collect the lower section of sleeper 90 for the 70 master control supporting track 40 of transmitter unit disposed at reference point 20 Sensor 313a, sensor 313b are to sensor 313h (quantity is eight), and master control at the same time is positioned at another track 40 of support The top of sleeper 90 sensor 303a, sensor 303b to sensor 303h (quantity is eight).
In figure 3, track 40 is linear, and the both sides of track 40 respectively dispose dislocation arrangement collect reference point 10 With collecting reference point 20.Collect reference point 10 and determined with collecting reference point 20 by datum mark by setting-out.Meanwhile in figure 3, Collect reference point 10 and collect the transmitter unit that reference point 20 is disposed and be located at Different Plane, certainly, plan two in track 40 Collecting reference point 10 and collecting the transmitter unit that reference point 20 is disposed for side may be alternatively located at same plane.
In the present specification, so-called " space length data " count to collect reference point A and collecting the distance between reference point B According to collecting reference point A and range data of the sensor 301 under reset condition, collect reference point B with sensor 301 original Range data under state, and sensor 301 ' after deforming upon and collect reference point A, collect reference point B between away from From data, and collect the distance between the intersection point H of reverse extending line of reference point A and straight line MM ' data, and collect reference The distance between the intersection point G of reverse extending line of point B and straight line MM ' data, and other are based on any of Heron's formula computing The range data that air line distance between coordinate points is formed.
In the present embodiment, the sensor 30 be selected from photosensitive sensor, three-axis gyroscope sensor, mechanical wave sensors or Person's distance measuring sensor, and specifically select distance measuring sensor.Mechanical wave sensors be selected from sonar sensor, ultrasonic sensor or Bluetooth sensor.In the present embodiment, used sensor 30 is respectively provided with carries out data message reception hair with transmitter unit 70 The function of sending.
Transmitter unit 70 can in a wired fashion or wireless mode is mutually communicated with multiple sensors 30, and to sensor 30, which send test, instructs and the space length data fed back received from sensor, and with it is anti-by the institute of sensor 30 under reset condition The space length data of feedback are compared, and then calculate the deformation quantity of sensor 30 (such as in Fig. 1 and Fig. 2 by Heron's formula Sensor 301 at institute M reaches the length in the path, i.e. straight line MM ' of the deformation of M ' places formation after differential settlement occurs Degree).
In the present embodiment, the transmitter unit 70 be specially with data message receive with the sensor of sending function or Laser generator.
It should be noted that in each embodiment of this specification, so-called " deformation quantity of sensor " refers specifically to generation biography The space position parameter that the first time of sensor after mounting is demarcated is anti-to the institute of transmitter unit 70 with succeeding state lower sensor 30 Difference caused by the spatial position data of feedback.This deformation quantity can be the generation of vertical direction space displacement it is (i.e. heavy Drop or arch upward) or the space displacement (i.e. lateral displacement) that occurs in the horizontal direction or on three dimensions Any position offset.The deformation quantity of this sensor can be used to characterize displacement of the sleeper 90 on three dimensions.
In the present specification, by calculating the deformation quantity of sensor, sensing is fixed with one end end or both ends end The track support means (such as sleeper 90) of device whether on three dimensions there occurs change in location to be characterized so as to track The deformation such as the differential settlement that support device is occurred are monitored, show and alarm.
Join shown in Fig. 1 and Fig. 3, the present embodiment be specifically described when a sleeper 90 settles how detection sensor institute The detailed process of the deformation quantity of generation.The sensor 301 in the left side of sleeper 90 is marked in original state (state when not deforming upon) It is denoted as M, it is M ' that sensor 301, which produces the status indication after deformation quantity,.
In Fig. 1, sensor 301 is fixed on the both ends end of sleeper 90 with sensor 302, after sleeper 90 settles, Sensor 301 ' and sensor 302 ' that the both ends of sleeper 90 ' end is fixedly installed simultaneously are controlled by collect and are disposed at reference point A Transmitter unit 70 and collect the transmitter unit 70 disposed at reference point A, and can be to two 70 feedback airs of transmitter unit Between range data.
Include specifically, whether above-mentioned Heron's formula calculating sensor deforms upon and (sedimentation occurs or arches upward) process Following four sub-step:
Sub-step (1), structure original triangle ABM.
Sensor 301 at M is formed former to collecting reference point A and collecting reference point B reports and feedback space range data Beginning triangle ABM.The distance of straight line AB can collect setting transmitter unit 70 at reference point A and collect setting at reference point B Transmitter unit 70 is decided.Straight line MA and MB are can be carried out really from the space length data that two transmitter units 70 are fed back It is fixed.Then, the area S of original triangle ABM is obtained according to Heron's formulaABM
The area S of original triangle ABMABMCalculation formula it is as follows:
SABM=sqrt (p* (p-AB) * (p-AM) * (p-BM));
Wherein, sqrt be rooting number mathematical operation symbol, p=(AB+BM+AM)/2.
Sub-step (2):Build deformation rear triangle ABM '.
If the sensor 301 at M produces deformation and reaches M ' places.Sensor 301 ' is respectively to collecting at reference point A at this time Transmitter unit 70 is set and sets transmitter unit 70 to report and update space length data reference point B at collecting, to be formed newly Triangle ABM '.Then, the triangle area S after deformation is obtained according to Heron's formulaABM’
Triangle area S after deformationABM’Calculation formula it is as follows:
SABM’=sqrt (p* (p-AB) * (p-AM ') * (p-BM '));
Wherein, sqrt be rooting number mathematical operation symbol, p=(AB+BM '+AM ')/2.
Sub-step (3):Assuming that deformation caused by sensor 301 is occurred along the vertical direction of track 40.Then may be used The spatial position data structure straight line AH and straight line BG fed back in an initial condition according to reference point A and sensor 301 is collected. On the direction deformed upon along the vertical direction of sensor 301, collect reference point A to collecting the sensors of reference point B extremely The vertical range in the path (that is, straight line MM ') that 301 vertical direction is deformed upon can be also determined.
Point H is the intersection point for the reverse extending line for collecting reference point A and straight line MM ', and point G is to collect reference point B and straight line MM ' Reverse extending line intersection point.
Sub-step (4):Deformation values MM ' is calculated, calculation formula is as follows:
MM '=(SABM-SABM’)*2/(AH+BG)。
Join shown in Fig. 5, there are multiple sleepers on website T to the double-rail track between website U, and in the both ends end of sleeper Sensor 303a~sensor 303g, and sensor 313a~sensor 313g is fixedly installed.This specification is only to simplify Represent, under actual conditions, the quantity of sensor installation is more than shown in Fig. 5.
When MM ' be on the occasion of when, real-time deformation quantity curve is higher than track datum line 100 (i.e. there occurs the phenomenon that arches upward at this time), When MM ' is in negative value, real-time deformation quantity curve is less than track datum line 100 (i.e. there occurs sedimentation phenomenon at this time).When real-time shape When variable curve is in the deformation threshold range delimited, system thinks the sedimentation of track or the degree that arches upward is still in reasonable model In enclosing.Deformation threshold value can be delimited by dotted line 101 and dotted line 102 in the graph.Some sampled point of real-time deformation quantity curve When 200 data are less than dotted line 102 or higher than dotted line 101, it can show that alarm carries by warning device 81 and/or display device 80 Show.
Join shown in Fig. 2 and Fig. 6, the principle as obtained MM ' deformation values in figure 1 above, can also variation, such as, only allow M The sensor 301 at place only to collect reference point A or collect disposed at reference point B transmitter unit 70 feedback deform upon before Space length data afterwards, and the deformation values MM ' of sensor 301 is calculated according to above-mentioned sub-step (1)~sub-step (4). At this time, all reference points of collecting are planned in the side of track 40.
Finally, when the deformation quantity exceedes the deformation threshold value of setting, the changed sensor in locus is carried out Positioning, in the present embodiment, Heron's formula is performed by cloud platform, and cloud platform is specially having for Telnet or local log-on The cloud computing platform of data operation function, cloud platform include but not limited to private clound, public cloud or mixed cloud.Wherein, the cloud The framework of platform includes but not limited to openstack frameworks, cloudstack frameworks or eucalyptus frameworks.
Meanwhile in the present embodiment, which specifically includes:
One or more node administration server 60 and master server 89 being of coupled connections with system bus 88, display dress Put 80 and warning device 81.Display device 80 and warning device 81 can be that hardware is alternatively embedded software, and show dress Put 80 and warning device 81 can simultaneously or separately be built with one or more node administration server 60 or master server 89 Vertical physical connection establishes data link in a manner of Telnet.The node administration server 60 is divided by system bus 88 The data for the characterization 30 real-time deformation quantity of sensor that spontaneous emission unit 70 received by section reception data collector 50 is fed back, And Heron's formula is performed by node administration server 60 or master server 89.All biographies are preserved in node administration server 60 Sensor 30 attribute information (label information, locus containing sensor 30 describe data, city underground line properties, stand Point attribute etc.), the attribute information of sensor 30 is sent out with sensor to the transmitter unit 70 collected in reference point is deployed in The space length data sent are marked, so as to distinguish and mark in cloud platform.
Therefore, when the deformation quantity that some sensor occurs exceedes the deformation threshold value of setting, can clearly know in cloud platform Attribute, section and the specific geographical location for the sensor that road deforms upon.When deformation quantity caused by one of sensor During more than deformation threshold value, alarm is shown by warning device 81 and/or display device 80.Specifically, when one of sensing Deformation quantity caused by device (i.e. sensor 303a~sensor 303h, and sensor 310a~sensor 313h) exceedes deformation During threshold value, alarm is shown by warning device 81 and/or display device 80.Specifically, in the present embodiment, deformation threshold value is set It is set to ± 50mm.
Join shown in Fig. 5, in the present embodiment, the display device with cloud platform in a wired fashion or wireless mode phase intercommunication News, and real-time exhibition is carried out to alarm in the form of visual form or curve map, the wireless mode includes:It is blue Tooth, Zigbee, GPRS or WIFI.Visual form includes but not limited to the js such as EXEEL forms, XML forms, boostrap Plug-in unit or other computer-readable visualization forms.When display device 80 and cloud platform wirelessly mutually communicate, The display device 80, which can be configured as display, laptop, mobile phone of wireless connection etc., has mobile communication function just Portable device or tablet computer etc..Through the above technical solutions, mapping worker can be by above-mentioned display device 80 to city Subway caused differential settlement after putting into effect carries out visual control.
Meanwhile it is embedded in node administration management server 60 and runs distributed post message subscribing system.Specifically, should Distributed post, which subscribes to message system, to be included:Kafka components, emule components, RabbitMQ components, RocketMQ components, ActiveMQ components, ZeroMQ components or Azure components.Realized so as to subscribe to message system by above-mentioned distributed post Cloud host is to the data transmitted by data collector 50, transmitter unit 70.Data can be stored in database (DB) in cloud platform In, it can also be stored in NVDIMM (Nonvolatile memory) or solid state hard disc etc. storage medium.
Embodiment two:
The present embodiment and the main distinction of embodiment one are that in the present embodiment, the Heron's formula is by transmitter unit 70 Perform.At this time, transmitter unit 70 can be configured with the computing device of data computing function, and transmitter unit 70 can run embedding The mode for entering formula software is integrated into a hardware unit, and can be as opened among two tunnels 300 and tunnel 400 in Fig. 7 Linear movement in the maintenance channel 500 of digging, and one end end of the sleeper 90 in collection tunnel or both ends end are consolidated successively Surely the spatial position data of the sensor set, and then calculated by Heron's formula and whether judge sleeper 90 there occurs deformation, To be accurately positioned to the sleeper 90 that differential settlement occurs.
Meanwhile the technical solution of the present embodiment and one same section of embodiment is joined described in embodiment one, details are not described herein.
Embodiment three:
The present embodiment and the main distinction of embodiment one and/or embodiment two are, in the present embodiment, described to be put down in cloud The statistical module 85 mutually communicated with node administration server 60 and/or master server 89 is further included in platform.Statistical module 85 is used In the alarm times of the sensor of statistics triggering alarm, and the sensor that alarm will be triggered formed in display device 80 it is visual Change and be marked on interface (GUI).
In conjunction with the embodiments shown in one, in the present embodiment, which can stand alone as a computing device, also can quilt Encapsulate a computer software for running on node administration server 60 and/or master server 89.
In embodiment, the sensor 30 that a city underground disposed can be counted by the statistical module 85 to alarm Number, to be positioned to the sensor for repeatedly occurring alarming within a period of time, so as to reduce caused by external interference Detecting system excessively sensitive issue, so that the sensor 30 that differential settlement really occurs is positioned and shown exactly Show.In city underground operating environment, since the animals such as mouse can trample sensor 30, then the trample action of animal The space length data that will be fed back to sensor cause greatly to disturb, so as to influence the reliable of whole monitoring system Property.Therefore, Pass through above-mentioned technical proposal can significantly reduce the probability of erroneous judgement.
Meanwhile the technical solution ginseng embodiment one of the present embodiment and two same section of embodiment one and/or embodiment and/or Described in embodiment two, details are not described herein.
Example IV:
The present embodiment and the revealed system being monitored to track traffic differential settlement of any of the above-described kind of embodiment Compare, its main distinction is, in the present embodiment, with multiple data collectors 50 that system bus 88 is of coupled connections by with It is set to hand held mobile terminals equipment, such as mobile phone, there is the mobile movable fixture of data transmit-receive.
Certainly, multiple data collectors 50 can be scheduled on the inner wall in tunnel by riveting, and pass through Shielded Twisted Pair or optical fiber Multiple data collectors 50 are connected to the cloud platform positioned at top layer and the transmitter unit 70 positioned at bottom respectively.More specifically, may be used Make a data collector 50 be responsible for two transmitter units 70 of master control, and make the multiple sensors 30 of 70 master control of transmitter unit, so that Form tree topology.It is achieved thereby that cloud platform all in urban subway tunnel is fixed on 90 one end of sleeper to being deployed in Whether sensor 30 on end or both ends end is made there occurs the change of locus and monitors, evaluates in real time, online With risk with estimating.Once the change for perceiving the locus that some sensor 30 is occurred has exceeded the deformation threshold value of setting, The sensor 30 that spatial position change occurs can just be positioned, so as to be carried out to the differential settlement of whole city underground Accurately, efficiently judge.
It should be noted that all embodiments in this specification can also realize the uniform settlement to track traffic in the lump It is monitored and risk assessment.
Embodiment five:
The present embodiment and the revealed system being monitored to track traffic differential settlement of any of the above-described kind of embodiment Compare, its main distinction is, in the present embodiment, plans some hairs for collecting reference point and being disposed in the both sides of track 40 Unit 70 is penetrated to be generally aligned in the same plane.Specifically, in the present embodiment, two transmitter units 70 of 40 both sides of track deployment are formed Line be mutually perpendicular to track 40.
Meanwhile with reference to shown in Fig. 4, the present embodiment, which discloses, is monitored the arc-shaped progress differential settlement of track 40 Example.In the present embodiment, arc-shaped track 40 is installed on more sleepers 90 of fan-shaped arrangement, the both ends end of sleeper 90 Portion's distributing installation sensor.Specifically, sensor 303a~sensor 303i (i are fixedly installed in the outer circumference of sleeper 90 Take the positive integer more than or equal to 2), while sensor 313a~sensor is fixedly installed in the inside circumference of sleeper 90 313i (i takes the positive integer more than or equal to 2).
The outside of track 40 dispose two it is adjacent collect reference point, that is, collect reference point 10a and collect reference point 10b, The inner side of track 40 disposes one and collects reference point 20.Collect deployment transmitter unit 70 on reference point 10a, and pass through the transmitting list Member 70 master control sensor 303a~sensor 303e;Meanwhile collect and another transmitter unit 70 is disposed on reference point 10b, and lead to Cross 70 master control sensor 303e of the transmitter unit~sensor 303i.So that master control is total between two adjacent transmitter units Same sensor 303e and sensor 313e, so as to form two repetition test points.
Through the above technical solutions, it may be such that the reliable of the system for being used to be monitored track traffic differential settlement Property be further enhanced, and the quantity of the deployment of transmitter unit 70 can be reduced, thus reduce the construction of whole system into Sheet and the maintenance cost in later stage.
The technical solution of the present embodiment and same section in any of the above-described kind of embodiment joins embodiment one to the institute of embodiment five State, details are not described herein.
Embodiment six:
Present embodiment discloses a kind of method being monitored to track traffic differential settlement, this method is based on above-mentioned reality Apply that example one is any into embodiment five or several be combined revealed is monitored track traffic differential settlement System and realize, and specifically include following steps.
First, calculate and be deployed in 40 side of track and the transmitting list collected in reference point determined by datum mark by setting-out Member the distance between 70;
Then, the distance between transmitter unit 70 and the sensor being fixed on track support structure are calculated.In this implementation In example, which is pedestal made of concrete.Transmitter unit 70 sends test instruction to sensor 30 and receives The position data fed back from sensor 30, and compared with the position data transmitted by reset condition lower sensor 30, lead to The deformation quantity that Heron's formula calculates sensor is crossed, when the deformation quantity of the sensor 30 exceedes the deformation threshold value of setting, at least The sensor for exceeding the deformation threshold value of setting to deformation quantity is positioned and alarmed.
That is, in the present invention, monitoring can be can be performed continuously based on Heron's formula, can also time at a set interval (such as 1 day) exceedes the changed sensor positioning in locus of sensor 30 and deformation quantity the deformation threshold value of setting Sensor is positioned.
Preferably, in the present embodiment, this method further includes:Use theodolite to sensor vertical in the initial state Direction is demarcated with collecting the joint that reference point place plane is formed, so that intersection point G and intersection point H is calibrated, and by handing over Meeting point, collect reference point and sensor luv space coordinate structure original triangle.
Join shown in Fig. 1 and Fig. 2, which can be triangle ABM, triangle AHM etc..Then, it is heavy to measure generation After drop by joint, collect the deformation triangle that reference point and the real-time space coordinate of sensor are formed, it is and public according to Helen Formula calculates the deformation quantity of sensor.So as to obtain the deformation quantity of the sensor shown by the straight line MM ' as shown by embodiment one.
When the deformation quantity that sensor reflects exceedes the deformation threshold value of setting, the deformation of setting is at least exceeded to deformation quantity The sensor of threshold value is positioned and is alarmed, and is shown in cloud platform and/or transmitter unit.
The Heron's formula is performed by transmitter unit or cloud platform, and the data collector 50 is at least configured to hold Formula mobile terminal device.Meanwhile collect 70 master control of transmitter unit, at least two sensor in reference point, adjacent two transmittings At least there are a repetition test point for the sensor of institute's master control between unit.
The technical solution of the present embodiment and same section in any of the above-described kind of embodiment joins embodiment one to the institute of embodiment six State, details are not described herein.
Those listed above is a series of to be described in detail only for feasibility embodiment of the invention specifically Bright, they simultaneously are not used to limit the scope of the invention, all equivalent implementations made without departing from skill spirit of the present invention Or change should all be included in the protection scope of the present invention.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power Profit requires rather than described above limits, it is intended that all in the implication and scope of the equivalency of claim by falling Change is included in the present invention.Any reference numeral in claim should not be considered as to the involved claim of limitation.
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 solution, this narrating mode of specification is only that those skilled in the art should for clarity Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art It is appreciated that other embodiment.

Claims (19)

  1. A kind of 1. system being monitored to track traffic differential settlement, it is characterised in that including:
    The sensor being fixed on track support structure, is at least deployed in track side and the remittance determined by datum mark by setting-out Collect the transmitter unit in reference point, the data collector mutually communicated with transmitter unit, the cloud mutually communicated with data collector Platform, the space length data that the transmitter unit is instructed and fed back received from sensor to sensor transmission test, and with The space length data fed back under reset condition by sensor are compared, and the deformation of sensor is calculated by Heron's formula Amount, when the deformation quantity that sensor reflects exceedes the deformation threshold value of setting, at least exceedes deformation quantity the deformation threshold value of setting Sensor positioned, the Heron's formula is performed by transmitter unit or cloud platform.
  2. 2. system according to claim 1, it is characterised in that described to collect reference point planning in the side of track.
  3. 3. system according to claim 1, it is characterised in that described to collect reference point planning in the both sides of track.
  4. 4. system according to claim 3, it is characterised in that the planning collects reference point in some of the both sides of track The transmitter unit disposed is generally aligned in the same plane.
  5. 5. system according to claim 3, it is characterised in that the planning collects reference point in some of the both sides of track The transmitter unit disposed is located at Different Plane.
  6. 6. system according to any one of claim 1 to 5, it is characterised in that the datum mark is selected from country-level height Journey datum mark, national two level height datum point, national three-level height datum point or national level Four height datum point.
  7. 7. system according to claim 6, it is characterised in that described to be deployed in the transmitter unit master control collected in reference point At least one sensor positioned at track side, the sensor are selected from photosensitive sensor, three-axis gyroscope sensor, mechanical wave Either the distance measuring sensor sensor is fixed on the both ends end or one end end of track support structure to sensor.
  8. 8. system according to claim 7, it is characterised in that the mechanical wave sensors are selected from sonar sensor, ultrasound Wave sensor or bluetooth sensor.
  9. 9. system according to claim 6, it is characterised in that the deformation threshold value is set as ± 50mm.
  10. 10. system according to claim 6, it is characterised in that the cloud platform includes:
    The node administration server and master server being of coupled connections with system bus, with node administration server and/or main service The display device and warning device of device connection;
    The node administration server is anti-by the spontaneous emission unit institute received by system bus subsection receiing data collector The data of the characterization real-time deformation quantity of sensor of feedback, and Heron's formula, institute are performed by node administration server or master server State the attribute information that all the sensors are preserved in node administration server;
    When deformation quantity caused by one of sensor exceedes deformation threshold value, exported by warning device and/or display device Alarm.
  11. 11. system according to claim 10, it is characterised in that the display device and cloud platform in a wired fashion or Wireless mode mutually communicates, and carries out real-time exhibition to alarm in the form of visual form or curve map, described Wireless mode includes:Bluetooth, Zigbee, GPRS or WIFI.
  12. 12. system according to claim 10, it is characterised in that be embedded in the node administration server and run distribution Formula distribution subscription message system.
  13. 13. system according to claim 12, it is characterised in that the distributed post, which subscribes to message system, to be included: Kafka components, emule components, RabbitMQ components, RocketMQ components, ActiveMQ components, ZeroMQ components or Azure components.
  14. 14. system according to claim 10, it is characterised in that further included in the cloud platform and node administration server And/or the statistical module that master server mutually communicates, the statistical module are used for the alarm time for counting the sensor of triggering alarm Number, and the sensor for triggering alarm is marked on the visualization interface that display device is formed.
  15. 15. system according to claim 1, it is characterised in that the data collector is at least configured to hand-held shifting Dynamic terminal device.
  16. A kind of 16. method being monitored to track traffic differential settlement, it is characterised in that including:
    Calculate between the transmitter unit collected in reference point for being deployed in track side and being determined by datum mark by setting-out away from From,
    The distance between transmitter unit and the sensor being fixed on track support structure are calculated,
    Transmitter unit sends test to sensor and instructs and the position data fed back received from sensor, and with reset condition Position data transmitted by sensor is compared, and the deformation quantity of sensor is calculated by Heron's formula, when sensor reflects Deformation quantity when exceeding the deformation threshold value of setting, the sensor of deformation threshold value that setting is at least exceeded to deformation quantity positions.
  17. 17. according to the method for claim 16, it is characterised in that the method further includes:
    First, sensor is formed in vertical direction and plane where collecting reference point using theodolite in the initial state Joint is demarcated, and by joint, collect reference point and sensor luv space coordinate and build original triangle;
    Then, measure after settling by joint, collect the deformation that reference point and the real-time space coordinate of sensor are formed Triangle, and according to the deformation quantity of Heron's formula calculating sensor;
    When the deformation quantity that sensor reflects exceedes the deformation threshold value of setting, the deformation threshold value of setting is at least exceeded to deformation quantity Sensor positioned and alarmed, and be shown in cloud platform and/or transmitter unit.
  18. 18. according to the method for claim 17, it is characterised in that the Heron's formula is held by transmitter unit or cloud platform OK, the data collector is at least configured to hand held mobile terminals equipment.
  19. 19. according to the method for claim 16, it is characterised in that the transmitter unit master control collected in reference point is at least Two sensors, at least there are a repetition test point for the sensor of institute's master control between adjacent two transmitter units.
CN201711137957.0A 2017-11-16 2017-11-16 System and method for monitoring rail transit uneven settlement Active CN107907100B (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110081854A (en) * 2019-04-26 2019-08-02 太原理工大学 The sedimentation monitoring system and method for a kind of pair of Ballast track railway ballast
CN111751813A (en) * 2020-07-23 2020-10-09 李坚 Slope landslide monitoring and early warning method based on double-millimeter-wave radar ranging triangulation positioning
CN112095370A (en) * 2020-09-10 2020-12-18 上海市城市建设设计研究总院(集团)有限公司 Prefabricated tramcar roadbed and track integrated structure and construction method
CN112200475A (en) * 2020-10-16 2021-01-08 深圳中神电子科技有限公司 Engineering quality supervision intelligent management system based on big data
CN113281152A (en) * 2021-05-19 2021-08-20 任波 Road surface deformation amount test method for road test detection
CN116226958A (en) * 2022-12-08 2023-06-06 同济大学 Maintenance strategy optimization method for longitudinal settling tank of rail transit tunnel

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101954916A (en) * 2010-09-06 2011-01-26 耿直 Track on-line monitoring method and track on-line monitoring system
CN103132412A (en) * 2013-02-07 2013-06-05 中铁上海设计院集团有限公司 Track maintenance base point lateral deviation measuring method based on Helen formula
CN205138469U (en) * 2015-07-27 2016-04-06 上海市隧道工程轨道交通设计研究院 Automatic settlement monitoring system
CN106274980A (en) * 2016-09-28 2017-01-04 成都奥克特科技有限公司 Track condition on-line monitoring method based on laser monitoring
CN106646482A (en) * 2016-11-17 2017-05-10 云南电网有限责任公司电力科学研究院 Transmission line distance detection method, device and system

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101954916A (en) * 2010-09-06 2011-01-26 耿直 Track on-line monitoring method and track on-line monitoring system
CN103132412A (en) * 2013-02-07 2013-06-05 中铁上海设计院集团有限公司 Track maintenance base point lateral deviation measuring method based on Helen formula
CN205138469U (en) * 2015-07-27 2016-04-06 上海市隧道工程轨道交通设计研究院 Automatic settlement monitoring system
CN106274980A (en) * 2016-09-28 2017-01-04 成都奥克特科技有限公司 Track condition on-line monitoring method based on laser monitoring
CN106646482A (en) * 2016-11-17 2017-05-10 云南电网有限责任公司电力科学研究院 Transmission line distance detection method, device and system

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110081854A (en) * 2019-04-26 2019-08-02 太原理工大学 The sedimentation monitoring system and method for a kind of pair of Ballast track railway ballast
CN111751813A (en) * 2020-07-23 2020-10-09 李坚 Slope landslide monitoring and early warning method based on double-millimeter-wave radar ranging triangulation positioning
CN111751813B (en) * 2020-07-23 2023-10-13 李坚 Slope landslide monitoring and early warning method based on double millimeter wave radar ranging triangle positioning
CN112095370A (en) * 2020-09-10 2020-12-18 上海市城市建设设计研究总院(集团)有限公司 Prefabricated tramcar roadbed and track integrated structure and construction method
CN112200475A (en) * 2020-10-16 2021-01-08 深圳中神电子科技有限公司 Engineering quality supervision intelligent management system based on big data
CN113281152A (en) * 2021-05-19 2021-08-20 任波 Road surface deformation amount test method for road test detection
CN116226958A (en) * 2022-12-08 2023-06-06 同济大学 Maintenance strategy optimization method for longitudinal settling tank of rail transit tunnel
CN116226958B (en) * 2022-12-08 2023-11-24 同济大学 Maintenance strategy optimization method for longitudinal settling tank of rail transit tunnel

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