CN115491952A - Highway subgrade road surface wisdom compaction monitored control system - Google Patents
Highway subgrade road surface wisdom compaction monitored control system Download PDFInfo
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- CN115491952A CN115491952A CN202211215774.7A CN202211215774A CN115491952A CN 115491952 A CN115491952 A CN 115491952A CN 202211215774 A CN202211215774 A CN 202211215774A CN 115491952 A CN115491952 A CN 115491952A
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- 238000005056 compaction Methods 0.000 title claims abstract description 19
- 238000012544 monitoring process Methods 0.000 claims abstract description 20
- 230000001133 acceleration Effects 0.000 claims abstract description 18
- 230000005484 gravity Effects 0.000 claims abstract description 8
- 238000005096 rolling process Methods 0.000 claims description 26
- 238000001514 detection method Methods 0.000 claims description 11
- 230000005236 sound signal Effects 0.000 claims description 9
- 238000004891 communication Methods 0.000 claims description 7
- 238000009529 body temperature measurement Methods 0.000 claims description 6
- DMBHHRLKUKUOEG-UHFFFAOYSA-N diphenylamine Chemical compound C=1C=CC=CC=1NC1=CC=CC=C1 DMBHHRLKUKUOEG-UHFFFAOYSA-N 0.000 claims description 2
- 230000008859 change Effects 0.000 description 6
- 239000010426 asphalt Substances 0.000 description 5
- 239000011435 rock Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
- E01C19/23—Rollers therefor; Such rollers usable also for compacting soil
- E01C19/28—Vibrated rollers or rollers subjected to impacts, e.g. hammering blows
- E01C19/288—Vibrated rollers or rollers subjected to impacts, e.g. hammering blows adapted for monitoring characteristics of the material being compacted, e.g. indicating resonant frequency, measuring degree of compaction, by measuring values, detectable on the roller; using detected values to control operation of the roller, e.g. automatic adjustment of vibration responsive to such measurements
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
- E01C23/01—Devices or auxiliary means for setting-out or checking the configuration of new surfacing, e.g. templates, screed or reference line supports; Applications of apparatus for measuring, indicating, or recording the surface configuration of existing surfacing, e.g. profilographs
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/02—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness
- G01B11/06—Measuring arrangements characterised by the use of optical techniques for measuring length, width or thickness for measuring thickness ; e.g. of sheet material
- G01B11/0608—Height gauges
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B21/00—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant
- G01B21/30—Measuring arrangements or details thereof, where the measuring technique is not covered by the other groups of this subclass, unspecified or not relevant for measuring roughness or irregularity of surfaces
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01J—MEASUREMENT OF INTENSITY, VELOCITY, SPECTRAL CONTENT, POLARISATION, PHASE OR PULSE CHARACTERISTICS OF INFRARED, VISIBLE OR ULTRAVIOLET LIGHT; COLORIMETRY; RADIATION PYROMETRY
- G01J5/00—Radiation pyrometry, e.g. infrared or optical thermometry
- G01J5/0003—Radiation pyrometry, e.g. infrared or optical thermometry for sensing the radiant heat transfer of samples, e.g. emittance meter
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
- G01N29/04—Analysing solids
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2291/00—Indexing codes associated with group G01N29/00
- G01N2291/02—Indexing codes associated with the analysed material
- G01N2291/023—Solids
- G01N2291/0232—Glass, ceramics, concrete or stone
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2291/00—Indexing codes associated with group G01N29/00
- G01N2291/02—Indexing codes associated with the analysed material
- G01N2291/028—Material parameters
- G01N2291/02827—Elastic parameters, strength or force
Abstract
The invention discloses a highway subgrade and pavement intelligent compaction monitoring system, which comprises a shell; the driving wheel is rotationally arranged at one end of the shell and is controlled by a driving motor arranged in the shell; the vibrating roller is rotationally arranged at one end of the machine shell, which is far away from the driving wheel, and is controlled by a vibrating motor arranged in the machine shell; the acceleration sensor is arranged on one side of the vibration roller, is fixedly connected with the machine shell, judges the front end inclination angle of the machine shell by taking gravity as an input vector and outputs a charge signal; judging the inclination angle of one end of the casing vibrating roller through the acceleration sensor, and judging the state of the casing, so as to ensure the flatness of the compacted roadbed; and the sound wave on the surface of the roadbed is hammered by the vibration roller through the pickup, the frequency of the audio frequency is analyzed, and whether the compactness is qualified or not is judged.
Description
Technical Field
The invention belongs to the technical field of road construction, and particularly relates to a highway subgrade and pavement intelligent compaction monitoring system.
Background
The prior research lacks an on-line detection method capable of effectively detecting the compactness of the earth-rock mixed filling or filled-rock roadbed with a large particle size distribution range; an on-line detection method capable of accurately detecting the compactness of the earth-rock mixed filling or filled-rock roadbed with a smaller particle size distribution range is lacked; and a method for continuously detecting the flatness and settlement of the roadbed and the road surface by combining point, line and surface on line is lacked. If the compaction quality of the road surface is not effectively ensured, the early diseases of different types and different degrees appear on the road surface, the use quality of the road is reduced, the actual service life of the road cannot be reached, and then the resource energy input and the economic cost of road maintenance and even reconstruction are increased. And the existing detection method has low applicability, and most of the detection methods can only be used for roadbed pavements in special environments.
Disclosure of Invention
In order to solve the above problems in the prior art, the present invention provides an intelligent compaction monitoring system for a roadbed and a road surface of a highway.
The technical scheme adopted by the invention is as follows:
a road subgrade and pavement intelligent compaction monitoring system comprises a machine shell; the driving wheel is rotationally arranged at one end of the shell and is controlled by a driving motor arranged in the shell; the vibrating roller is rotationally arranged at one end of the machine shell, which is far away from the driving wheel, and is controlled by a vibrating motor arranged in the machine shell; the acceleration sensor is arranged on one side of the vibration roller, is fixedly connected with the machine shell, judges the front end inclination angle of the machine shell by taking gravity as an input vector and outputs a charge signal; the adapter sets up vibration is rolled and is close to one side of drive wheel, with casing fixed connection acquires the vibration is rolled and is exported audio signal with the sound wave of road bed contact surface.
Preferably, the vibration mill further comprises a cab, wherein the cab is arranged between the driving wheel and the vibration mill and fixedly connected with the machine shell.
Preferably, the vehicle-mounted acceleration sensor further comprises a data acquisition device which is arranged in the cab and used for receiving and recording the charge signal of the acceleration sensor and the audio signal of the sound pickup.
Preferably, the invention further comprises an analysis storage system which is arranged in the cab, analyzes the data received by the data acquisition device, judges the compactness of the roadbed in real time according to the vibration frequency of the audio signal, and judges the flatness of the roadbed in real time according to the inclination angle state of the front end of the casing.
The invention preferably further comprises a positioning system which is arranged at the top end of the cab, adopts Beidou high-precision positioning and monitors the position of the shell in real time.
The wireless network communication system is fixedly arranged at the top end of the casing, is in wireless communication connection with a local monitoring center, and feeds back the position information and the compactness information of the casing in real time.
Preferably, the vibration mill further comprises two laser range finders which are respectively arranged at two sides of the vibration mill, fixed at the lower end of the machine shell and respectively record the heights of the roadbed at the two sides of the vibration mill and the machine shell.
Preferably, the two vibration rolls are located at the same horizontal height, the recorded height information of the vibration rolls is uploaded to the analysis storage system, the height difference of the two vibration rolls is calculated by the analysis storage system, and the rolling times are judged according to the height difference.
Preferably, the vibration mill further comprises two infrared temperature measuring modules which are respectively arranged at two sides of the vibration mill, fixed at the lower end of the casing and respectively record the surface temperature of the roadbed at the two sides of the vibration mill.
Preferably, the vibration mill further comprises a gradient detection system, wherein the gradient detection system is arranged at the lower end of the machine shell and is positioned between the vibration mill and the driving wheel; slope detecting system includes the drive wheel, the drive wheel is fixed to be set up on the casing, the drive wheel is kept away from the one end rotation of casing is equipped with the balancing pole, the both ends of balancing pole are equipped with a waist type hole respectively, the both ends in waist type hole are equipped with a carrier bar respectively, two waist type hole respectively with two the one end sliding connection of carrier bar, the carrier bar is kept away from the one end rotation in waist type hole is equipped with the balance weight wheel.
The beneficial effects of the invention are as follows: the intelligent compaction monitoring system for the road subgrade and the road surface judges the inclination angle of one end of the vibration roller of the shell through the acceleration sensor, and judges the state of the shell, so that the flatness of subgrade compaction is ensured; capturing sound waves on the surface of the roadbed hammered by the vibration roller through a sound pick-up, analyzing the frequency of audio frequency, and judging whether the compactness is qualified or not; in addition, the invention uses two laser range finders to measure the fall before and after rolling, judge the rolling times of the roadbed, and reflect the compaction degree condition of the roadbed on the side surface, so that the monitoring data is more accurate and convincing; the invention can adapt to different climates when working in a conventional environment, and a resultant rolling scheme can be formulated according to the infrared temperature measurement module; the invention can also be suitable for rolling the road bed and the road surface with the slope, and has strong applicability.
Drawings
The invention is described in further detail below with reference to the accompanying drawings and specific embodiments.
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic diagram of the grade detection system of FIG. 1 according to the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the detailed description and specific examples, while indicating the preferred embodiment of the invention, are intended for purposes of illustration only and are not intended to limit the scope of the invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments of the present invention without making any creative effort, shall fall within the protection scope of the present invention.
The following describes an embodiment of the present invention with reference to fig. 1-2, and a road subgrade and road surface intelligent compaction monitoring system comprises a housing 11; a driving wheel 22 rotatably disposed at one end of the housing 11 and controlled by a driving motor disposed inside the housing 11, the driving wheel 22 serving as a power source of the entire system and being capable of moving the system forward, backward, steering, and the like; the vibration roller 16 is rotatably arranged at one end of the machine shell 11 far away from the driving wheel 22 and is controlled by a vibration motor arranged in the machine shell 11, and the vibration roller 16 compacts the roadbed in a vibration rolling mode; the acceleration sensor 17 is arranged on one side of the vibration roller 16, is fixedly connected with the machine shell 11, judges the front end inclination angle of the machine shell 11 by taking gravity as an input vector, outputs a charge signal, and can judge the state of the machine shell 11 by the acceleration sensor 17; adapter 20 sets up vibration is ground 16 and is close to one side of drive wheel 22, with casing 11 fixed connection acquires vibration is ground 16 and the sound wave of road bed contact surface, and output audio signal, vibration are ground 16 hammering road bed surface vibrations's sound wave and the compactedness of road bed and have certain proportional relation, and the compaction state that from this can indirectly react the road bed realizes real-time feedback, and feedback data is accurate convincing.
Advantageously, the device further comprises a cab, which is arranged between the driving wheel 22 and the vibrating roller 16 and is fixedly connected with the casing 11, and a complete driving system is arranged in the cab, so that a driver can perform standard operation and control.
Beneficially, still include data acquisition device 15, set up in the driver's cabin is inside, receive and record the electric charge signal of acceleration sensor 17 and the audio signal of adapter 20, data acquisition device 15 gathers the information that sensor and adapter were caught, produces the image with modes such as characters, diagram, for driver's reference during the operation, and the driver of being convenient for makes adjustment in time according to the compaction condition.
The intelligent traffic light is characterized by further comprising an analysis storage system 13, wherein the analysis storage system 13 is arranged inside the cab, analyzes data received by the data acquisition device 15, judges the compactness of the roadbed in real time according to the vibration frequency of the audio signal, judges the smoothness of the roadbed in real time according to the inclination angle state of the front end of the shell 11, the compactness and the smoothness of the roadbed are important indexes for construction, and the conclusion obtained by the analysis storage system 13 not only provides suggestions for real-time operation of a driver, but also is an important basis for targeted processing when the roadbed is subjected to abnormal conditions such as disasters and the like.
Beneficially, still include positioning system 14, set up in the top of driver's cabin, adopt big dipper high accuracy location, real time monitoring the position of casing 11, positioning system is the guarantee of safe operation.
Beneficially, the intelligent management system further comprises a wireless network communication system 12, wherein the wireless network communication system is fixedly arranged at the top end of the casing 11 and is in wireless communication connection with a local monitoring center, the position information and the compactness information of the casing 11 are fed back in real time, the monitoring system is in butt joint with the local monitoring center through a wireless base station and is uploaded to an intelligent cloud service system, and intelligent management of the monitoring system is achieved.
Advantageously, two laser distance measuring devices 18 are further included, which are respectively arranged on both sides of the vibration roller 16 and fixed at the lower end of the housing 11, and respectively record the heights of the roadbed on both sides of the vibration roller 16 and the housing 11.
Advantageously, two of the vibration mills 16 are located at the same horizontal height, the vibration mills 16 record height information and upload the height information to the analysis and storage system 13, the analysis and storage system 13 calculates the height difference value of the two vibration mills 16, the rolling times are judged according to the height difference value, another important index of the rolling times influencing the rolling degree can be found, the rolling times can reflect the situation of the rolling degree on the side, the rolling times can be judged through the height difference, the materials of the same section of roadbed are the same, each rolling time can lead the height of the roadbed to be reduced for a certain distance, and the reduction height can be smaller and smaller as the rolling times are increased until the degree is not counted.
Beneficially, still include two infrared temperature measurement modules 19, set up respectively vibration 16's both sides are fixed the lower extreme of casing 11, the record respectively the surface temperature of vibration 16 both sides road bed, infrared temperature measurement module can be except that when can be directed against the compaction pitch operation, through the problem of pitch surface temperature regulation mill speed, can also formulate different rolling schemes according to the weather, for example in summer and winter, the coefficient of expansion of road bed is different, and the index of rolling can slightly be different.
Advantageously, it further comprises a slope detection system 21, said slope detection system 21 being arranged at the lower end of said casing 11, between said oscillating roller 16 and said driving wheel 22; slope detecting system 21 includes drive wheel 22, drive wheel 22 is fixed to be set up on the casing 11, drive wheel 22 is kept away from the one end rotation of casing 11 is equipped with balancing pole 23, the both ends of balancing pole 23 are equipped with a waist type hole 24 respectively, waist type hole 24's both ends are equipped with a carrier bar 25 respectively, two waist type hole 24 respectively with two the one end sliding connection of carrier bar 25, carrier bar 25 keeps away from waist type hole 24's one end is rotated and is equipped with counterweight wheel 26, and slope detecting system 21 can carry out the operation to there being the road bed of slope, improves this monitored control system's application scope.
The working principle of the invention is as follows:
the interior of the housing 11 is provided with a complete driving system including forward, backward, steering and the like.
The driving wheel 22 is used as the power for the movement of the machine shell 11, and the vibration roller 16 is used for compacting the road base perfectly through vibration and rotation.
In the compaction process, the sound pickup 20 collects audio information of the contact surface of the vibration roller 16 and the roadbed, the density is higher when the roadbed is compacted, the hardness and the rigidity are higher accordingly, the vibration roller 16 hammers the roadbed, the vibration frequency of the roadbed is higher, and the compaction degree of the roadbed is judged in real time through the audio frequency.
The acceleration sensor 17 adopts a fully integrated three-axis acceleration sensor to measure a two-dimensional inclination angle, the three-axis acceleration sensor determines the attitude of an object in space by taking gravity as an input vector, the acceleration sensor is fixed on the casing 11, when the attitude of the casing 11 is changed, a sensitive shaft of the acceleration sensor rotates for a certain angle along with the gravity, and the acceleration on the sensitive shaft of the sensor can be changed under the action of the gravity, so that the change of the attitude of the casing 11 can be reflected by measuring the change of the acceleration, if the change of the inclination angle of the casing 11 is small, the roadbed flatness is high, otherwise, the roadbed is not flat, or regional targeted rolling is required.
The laser range finder 18 records the height information of the roadbed before and after the roadbed is rolled by the vibration roller 16, and calculates the height difference value through the analysis storage system 13 to reflect the rolling times of the roadbed, wherein the more times the roadbed is rolled, the higher the compaction degree is, the higher the resistance during rolling is, the more difficult the roadbed is to be rolled, and the smaller the height difference value is.
The infrared temperature measurement module 19 records the temperature information of the front and rear surfaces of the roadbed rolled by the vibration roller 16, and when asphalt is rolled, the asphalt is more easily plastic at high temperature, the shape of the asphalt is not easily changed after the temperature of the asphalt is reduced, and along with the rolling, the driving wheel 22 needs to be controlled to enable the shell 11 to move more slowly, so that the vibration roller 16 can fully vibrate and roll the asphalt pavement.
The balance rod 23 is provided with a level gauge, when rolling a slope road surface, the slope of each area is set by dividing the area in advance according to the slope planned by the roadbed, and the rolling state is corrected by the level gauge when rolling the roadbed of a certain area; specifically, the weight wheel 26 will contact the road surface all the time under the action of gravity, and in this process, the balance bar 23 may rotate due to the change of the slope of the road surface, and the balance bar 23 rotates around its midpoint when rotating, resulting in the change of the state of the level gauge, and when the compactness is not up to the standard, the change of the level gauge exceeds the agreed range, which indicates that the rolling is not reasonable, or the rolling needs to be refilled.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and the like are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be directly connected or indirectly connected through an intermediate member, or they may be connected through two or more elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The foregoing is merely illustrative and explanatory of the present invention and various modifications, additions or substitutions may be made to the specific embodiments described by those skilled in the art without departing from the scope of the invention as defined in the accompanying claims.
Claims (10)
1. The utility model provides a highway subgrade road surface wisdom compaction monitored control system which characterized in that: comprises that
A housing;
the driving wheel is rotationally arranged at one end of the shell and is controlled by a driving motor arranged in the shell;
the vibration roller is rotatably arranged at one end of the machine shell, which is far away from the driving wheel, and is controlled by a vibration motor arranged in the machine shell;
the acceleration sensor is arranged on one side of the vibration roller, is fixedly connected with the machine shell, judges the front end inclination angle of the machine shell by taking gravity as an input vector and outputs a charge signal;
the adapter sets up vibration is rolled and is close to one side of drive wheel, with casing fixed connection acquires the vibration is rolled and is exported audio signal with the sound wave of road bed contact surface.
2. The system according to claim 1, wherein the monitoring system comprises: still include the driver's cabin, set up the drive wheel with between the vibration is ground, with casing fixed connection.
3. The system according to claim 2, wherein the monitoring system comprises: still include data acquisition device, set up inside the driver's cabin, receive and record acceleration sensor's charge signal with the audio signal of adapter.
4. The system according to claim 3, wherein the monitoring system comprises: the analysis and storage system is arranged inside the cab and used for analyzing the data received by the data acquisition device, judging the compaction degree of the roadbed in real time according to the vibration frequency of the audio signal and judging the leveling condition of the roadbed in real time according to the inclination angle state of the front end of the casing.
5. The system according to claim 2, wherein the monitoring system comprises: still include positioning system, set up the top of driver's cabin adopts big dipper high accuracy location, real time monitoring the position of casing.
6. The system according to claim 5, wherein the monitoring system comprises: the wireless network communication system is fixedly arranged at the top end of the casing, is in wireless communication connection with a local monitoring center, and feeds back the position information and the compactness information of the casing in real time.
7. The system according to claim 4, wherein the monitoring system comprises: the vibration mill is characterized by further comprising two laser range finders which are arranged on two sides of the vibration mill respectively and fixed at the lower end of the casing, and the heights of the roadbed on the two sides of the vibration mill and the casing are recorded respectively.
8. The system according to claim 7, wherein the monitoring system comprises: the two vibration rolls are located at the same horizontal height, the recorded height information of the vibration rolls is uploaded to the analysis storage system, the analysis storage system calculates the height difference of the two vibration rolls, and the rolling times are judged according to the height difference.
9. The system according to claim 1, wherein the monitoring system comprises: the vibration mill is characterized by further comprising two infrared temperature measurement modules, wherein the two infrared temperature measurement modules are arranged on two sides of the vibration mill respectively, fixed at the lower end of the casing and used for recording the surface temperature of the roadbed on two sides of the vibration mill respectively.
10. The system according to claim 1, wherein the monitoring system comprises: the vibration mill is characterized by further comprising a gradient detection system, wherein the gradient detection system is arranged at the lower end of the machine shell and is positioned between the vibration mill and the driving wheel; slope detecting system includes the drive wheel, the drive wheel is fixed to be set up on the casing, the drive wheel is kept away from the one end rotation of casing is equipped with the balancing pole, the both ends of balancing pole are equipped with a waist type hole respectively, the both ends in waist type hole are equipped with a carrier bar respectively, two waist type hole respectively with two the one end sliding connection of carrier bar, the carrier bar is kept away from the one end rotation in waist type hole is equipped with the balance weight wheel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211215774.7A CN115491952A (en) | 2022-09-30 | 2022-09-30 | Highway subgrade road surface wisdom compaction monitored control system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211215774.7A CN115491952A (en) | 2022-09-30 | 2022-09-30 | Highway subgrade road surface wisdom compaction monitored control system |
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| CN115491952A true CN115491952A (en) | 2022-12-20 |
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Citations (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10280312A (en) * | 1997-03-31 | 1998-10-20 | Nippon Hodo Co Ltd | Automatic balancing device of rolling compactor |
| JP2004036340A (en) * | 2002-07-08 | 2004-02-05 | Taisei Corp | Management method for compaction area |
| WO2006006246A1 (en) * | 2004-07-14 | 2006-01-19 | Nippo Corporation | Paving material smoothing device and paving material smoothing method, and compacting device and pavement surface compacting method |
| CN203160097U (en) * | 2013-04-24 | 2013-08-28 | 韩旭 | Road roller with compaction function |
| CN103353313A (en) * | 2013-06-26 | 2013-10-16 | 招商局重庆交通科研设计院有限公司 | Intelligent plug-in operation monitoring system for asphalt road roller |
| CN104932392A (en) * | 2015-05-27 | 2015-09-23 | 中交宇科（北京）空间信息技术有限公司 | Rolling monitoring method and apparatus |
| CN105002810A (en) * | 2015-06-01 | 2015-10-28 | 清华大学 | Intelligent rolling robot |
| KR20160035705A (en) * | 2014-09-23 | 2016-04-01 | 한국도로공사 | Construction apparatus with collecting information of asphalt pavement and pavement method using the same |
| CN105780751A (en) * | 2016-03-02 | 2016-07-20 | 长安大学 | Method and device for real-time online detection of compactness |
| WO2017043964A1 (en) * | 2015-09-11 | 2017-03-16 | Theodorus Gerhardus Potma | Bicycle with stabilizer |
| JP2017137729A (en) * | 2016-02-05 | 2017-08-10 | 鹿島建設株式会社 | Compaction state measuring device of ground, compaction state measuring method and compaction machine |
| CN107304560A (en) * | 2016-04-25 | 2017-10-31 | 卡特彼勒路面机械公司 | Include the debulking systems of articulated joint dynamometry |
| CN107831217A (en) * | 2017-11-02 | 2018-03-23 | 清华大学 | One kind fills Continuous compacting acoustic wave sensing system and method |
| CN107974904A (en) * | 2017-10-18 | 2018-05-01 | 北京诺亚信科技有限公司 | The Big Dipper is intelligently compacted terminal handler |
| CN207392007U (en) * | 2017-10-18 | 2018-05-22 | 北京诺亚信科技有限公司 | Synthesis pressure road pass real-time statistics system during a kind of more road roller integrations of operation |
| CN108646755A (en) * | 2018-07-03 | 2018-10-12 | 清华大学 | A kind of cubic meter of intelligent rcc system |
| CN109356003A (en) * | 2018-09-18 | 2019-02-19 | 北京龙马智行科技有限公司 | A kind of subgrade and pavement intelligence rcc system |
| CN109468918A (en) * | 2018-10-31 | 2019-03-15 | 北京龙马智行科技有限公司 | A kind of subgrade and pavement intelligence compacting decision system |
| CN110607732A (en) * | 2018-06-14 | 2019-12-24 | 卡特彼勒路面机械公司 | Transverse gradient monitoring system |
| CN112501992A (en) * | 2020-11-25 | 2021-03-16 | 嘉兴伊萘工业设计有限公司 | Road roller with road surface flatness detection function |
| CN113047128A (en) * | 2021-03-26 | 2021-06-29 | 东北林业大学 | Road roller construction data detection device |
| CN113933394A (en) * | 2021-11-16 | 2022-01-14 | 北京科技大学 | Integrated compaction sound wave detection system and method for contact type rolling machine |
| CN216206282U (en) * | 2021-08-03 | 2022-04-05 | 安徽省交科检测研究院有限责任公司 | Road surface slope detection device |
| CN216846240U (en) * | 2022-03-30 | 2022-06-28 | 中犇检测认证有限公司 | Viaduct ramp slope detection device |
-
2022
- 2022-09-30 CN CN202211215774.7A patent/CN115491952A/en active Pending
Patent Citations (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10280312A (en) * | 1997-03-31 | 1998-10-20 | Nippon Hodo Co Ltd | Automatic balancing device of rolling compactor |
| JP2004036340A (en) * | 2002-07-08 | 2004-02-05 | Taisei Corp | Management method for compaction area |
| WO2006006246A1 (en) * | 2004-07-14 | 2006-01-19 | Nippo Corporation | Paving material smoothing device and paving material smoothing method, and compacting device and pavement surface compacting method |
| CN203160097U (en) * | 2013-04-24 | 2013-08-28 | 韩旭 | Road roller with compaction function |
| CN103353313A (en) * | 2013-06-26 | 2013-10-16 | 招商局重庆交通科研设计院有限公司 | Intelligent plug-in operation monitoring system for asphalt road roller |
| KR20160035705A (en) * | 2014-09-23 | 2016-04-01 | 한국도로공사 | Construction apparatus with collecting information of asphalt pavement and pavement method using the same |
| CN104932392A (en) * | 2015-05-27 | 2015-09-23 | 中交宇科（北京）空间信息技术有限公司 | Rolling monitoring method and apparatus |
| CN105002810A (en) * | 2015-06-01 | 2015-10-28 | 清华大学 | Intelligent rolling robot |
| WO2017043964A1 (en) * | 2015-09-11 | 2017-03-16 | Theodorus Gerhardus Potma | Bicycle with stabilizer |
| JP2017137729A (en) * | 2016-02-05 | 2017-08-10 | 鹿島建設株式会社 | Compaction state measuring device of ground, compaction state measuring method and compaction machine |
| CN105780751A (en) * | 2016-03-02 | 2016-07-20 | 长安大学 | Method and device for real-time online detection of compactness |
| CN107304560A (en) * | 2016-04-25 | 2017-10-31 | 卡特彼勒路面机械公司 | Include the debulking systems of articulated joint dynamometry |
| CN207392007U (en) * | 2017-10-18 | 2018-05-22 | 北京诺亚信科技有限公司 | Synthesis pressure road pass real-time statistics system during a kind of more road roller integrations of operation |
| CN107974904A (en) * | 2017-10-18 | 2018-05-01 | 北京诺亚信科技有限公司 | The Big Dipper is intelligently compacted terminal handler |
| CN107831217A (en) * | 2017-11-02 | 2018-03-23 | 清华大学 | One kind fills Continuous compacting acoustic wave sensing system and method |
| CN110607732A (en) * | 2018-06-14 | 2019-12-24 | 卡特彼勒路面机械公司 | Transverse gradient monitoring system |
| CN108646755A (en) * | 2018-07-03 | 2018-10-12 | 清华大学 | A kind of cubic meter of intelligent rcc system |
| CN109356003A (en) * | 2018-09-18 | 2019-02-19 | 北京龙马智行科技有限公司 | A kind of subgrade and pavement intelligence rcc system |
| CN109468918A (en) * | 2018-10-31 | 2019-03-15 | 北京龙马智行科技有限公司 | A kind of subgrade and pavement intelligence compacting decision system |
| CN112501992A (en) * | 2020-11-25 | 2021-03-16 | 嘉兴伊萘工业设计有限公司 | Road roller with road surface flatness detection function |
| CN113047128A (en) * | 2021-03-26 | 2021-06-29 | 东北林业大学 | Road roller construction data detection device |
| CN216206282U (en) * | 2021-08-03 | 2022-04-05 | 安徽省交科检测研究院有限责任公司 | Road surface slope detection device |
| CN113933394A (en) * | 2021-11-16 | 2022-01-14 | 北京科技大学 | Integrated compaction sound wave detection system and method for contact type rolling machine |
| CN216846240U (en) * | 2022-03-30 | 2022-06-28 | 中犇检测认证有限公司 | Viaduct ramp slope detection device |
Non-Patent Citations (1)
| Title |
|---|
| QINGLONG ZHANG: "Roller-Intergrated Acoustic Wave Detection Technique for Rockfill Materials", APPLIED SCIENCES, pages 209 - 210 * |
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