CN109837824A - A kind of express highway pavement settlement monitoring early warning system - Google Patents
A kind of express highway pavement settlement monitoring early warning system Download PDFInfo
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- CN109837824A CN109837824A CN201811325217.4A CN201811325217A CN109837824A CN 109837824 A CN109837824 A CN 109837824A CN 201811325217 A CN201811325217 A CN 201811325217A CN 109837824 A CN109837824 A CN 109837824A
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- strut
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- early warning
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Abstract
The invention discloses a kind of express highway pavement settlement monitoring early warning systems, including vertical columns, first sleeve and second sleeve, pedestal is installed below the vertical columns, and vertical columns are fixedly arranged above roof platform, the vertical columns run through from the surface of the first strut and the second strut, and first the upper surface of strut and the second strut be provided with erecting bed, the inside of the vertical columns is fixed with mounting plate and fixed plate, the second pressure sensor is connected with each other by the spring of lower section and the erecting bed of the second strut upper surface, second shield is installed below the second sleeve, the surface of the vertical columns offers opening.The express highway pavement settlement monitoring early warning system, first strut and the second strut head end and tail end can be attached, facilitate and install multiple first struts or the second strut respectively, reduces the barrier inside strut, consequently facilitating infrared ray is transmitted in the inside of strut.
Description
Technical field
The present invention relates to highway technical field, specially a kind of express highway pavement settlement monitoring early warning system.
Background technique
Highway is the highway for tell only for automobile traveling, and highway uses bituminous concrete or coagulating cement
Native high class pavement, forbids pedestrian and non motorized vehicle to walk on highway, wherein the express highway roadbed weight for being to ensure that highway safety
Want factor.Subgrade settlement is the highway disease common in construction and use, corresponding due to lacking when to roadbed testing
Facility, cause subgrade settlement that cannot timely be predicted, thus situations such as causing bumping at bridge-head, road surface breakage, to the people
Property causes heavy losses, it is therefore desirable to it is a kind of can road pavement settle the system that is detected and can be assessed in time.
Summary of the invention
The purpose of the present invention is to provide a kind of express highway pavement settlement monitoring early warning system, can road pavement settle into
Row is detected in time and can be assessed, and the trend that geology is sunk can be drawn out image, facilitate personnel to geology
It is recorded and is analyzed, to solve the problems mentioned in the above background technology.
To achieve the above object, the invention provides the following technical scheme: a kind of express highway pavement settlement monitoring early warning system
System, including vertical columns, first sleeve and second sleeve are equipped with pedestal below the vertical columns, and vertical columns
It is fixedly arranged above roof platform, the vertical columns run through from the surface of the first strut and the second strut, and the first strut and the second support
The upper surface of bar is provided with erecting bed, and the inside of the vertical columns is fixed with mounting plate and fixed plate, and a left side for mounting plate
Side is fixedly installed with optical receiver, and RF transmitter is provided on the left of fixed plate, the lower section of the first sleeve
It is fixedly installed with the first shield, and first sleeve runs through from the surface of fixing sleeve, and the fixing sleeve is located above vertical columns
Erecting bed on, the first balance plate is installed, and the lower surface of the first balance plate is equipped with first above the first sleeve
Pressure sensor, the first pressure sensor are connected with each other by the spring of lower section and the erecting bed above vertical columns, institute
It states and the second balance plate is installed above second sleeve, and the lower surface of the second balance plate is equipped with second pressure sensor, institute
Second pressure sensor is stated to be connected with each other by the spring of lower section and the erecting bed of the second strut upper surface, the second sleeve
Lower section is equipped with the second shield, and the surface of the vertical columns offers opening, and the centre inside vertical columns is equipped with inspection
Drafting board, and the surface of detection plate offers loophole.
Preferably, the head end outer diameter of the vertical columns is equal with the internal diameter of tail end, and the outside of vertical columns respectively with
First strut and the second strut are to be connected together.
Preferably, the lower end of the pedestal and the upper surface of roof platform are to be arranged in parallel, and roof platform is set as circular platform type structure.
Preferably, first balance plate and first sleeve constitute rotational structure, and the lower end of the first balance plate is symmetrically set
It is equipped with 2 first pressure sensors.
Preferably, second balance plate has 2 about the center line symmetrical setting of the second strut, and the second balance plate with
Second sleeve constitutes rotational structure.
Preferably, the central point of the optical receiver, RF transmitter and loophole is same horizontal line.
Preferably, the fixing sleeve and first sleeve constitute slide construction, and the first balance plate and the second balance plate are body
The equal structure of product.
Preferably, the diameter of the loophole is less than the radius of detection plate, and the upper surface height of loophole hides with first
The lower end surface height of plate and the second shield is same horizontal line.
Compared with prior art, the beneficial effects of the present invention are: the express highway pavement settlement monitoring early warning system,
1. the first strut and the second strut are the setting of same size, and the head end of the two and tail end can be connected
It connects, multiple first struts or the second strut is installed respectively to facilitate, are fixed without bolt, reduce strut
Internal barrier, consequently facilitating infrared ray is transmitted in the inside of strut, and facilitates strut to be installed, and being convenient for will
It splices in the outside of vertical columns;
2. vertical columns are respectively vertical structure with the first strut and the second strut, thus when soil horizon sedimentation, first
Strut and the second strut by soil pressure and the change of horizontality occurs, the first strut and the second strut are bending at this time
State, the infrared ray that RF transmitter issues can not pass to optical receiver, this signal passes to central processing unit, in
Central processor handles data;
3. be furthermore provided with the first balance plate and the second balance plate, when geological stratification falls, the first balance plate and second flat
Weighing apparatus plate or so stress is different and tilts, i.e. 2 first pressure sensor stress below the first balance plate are different, and 2 the
The differential transmission that one pressure sensor will test is to central processing unit, and 2 second pressures sensing below the second balance plate
Device stress is different, the differential transmission that 2 second pressure sensors will test to central processing unit, Image Rendering unit by data into
Row Drawing of Curve, judges whether soil sinks, and preferably predicts sinking tendency, while according to pressure inductor
Stress judge the angle of soil settlement, improve forecasting accuracy.
Detailed description of the invention
Fig. 1 is overall structure of the present invention;
Fig. 2 is that vertical columns of the present invention and the first strut install positive structure diagram;
Fig. 3 is that vertical columns of the present invention and the first strut install overlooking structure diagram;
Fig. 4 is that mounting plate of the present invention and optical receiver install overlooking structure diagram;
Fig. 5 is the first balance plate mounting structure schematic diagram of the invention;
Fig. 6 is the second balance plate mounting structure schematic diagram of the invention;
Fig. 7 is detection plate structural schematic diagram of the present invention;
Fig. 8 is work flow diagram of the present invention;
Fig. 9 is central controller module figure of the present invention.
In figure: 1, vertical columns;2, pedestal;3, roof platform;4, the first strut;5, the first balance plate;6, the second strut;7,
Two balance plates;8, mounting plate;9, optical receiver;10, fixed plate;11, RF transmitter;12, first sleeve;13, first
Shield;14, fixing sleeve;15, erecting bed;16, spring;17, first pressure sensor;18, second pressure sensor;19, second
Sleeve;20, the second shield;21, it is open;22, detection plate;23, loophole.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Fig. 1-9 is please referred to, the present invention provides a kind of technical solution: a kind of express highway pavement settlement monitoring early warning system,
Including vertical columns 1, pedestal 2, roof platform 3, the first strut 4, the first balance plate 5, the second strut 6, the second balance plate 7, mounting plate
8, optical receiver 9, fixed plate 10, RF transmitter 11, first sleeve 12, the first shield 13, fixing sleeve 14, erecting bed
15, spring 16, first pressure sensor 17, second pressure sensor 18, second sleeve 19, the second shield 20, opening 21, detection
Plate 22 and loophole 23, the lower section of vertical columns 1 be equipped with pedestal 2, and vertical columns 1 are fixedly arranged above roof platform 3, pedestal 2
Lower end and the upper surface of roof platform 3 be to be arranged in parallel, and roof platform 3 is set as circular platform type structure, and pedestal 2 and roof platform 3 are embedded in soil
In earth, being kept fixed column 1 is plumbness;
Vertical columns 1 run through from the surface of the first strut 4 and the second strut 6, and the first strut 4 and the second strut 6 is upper
Surface is provided with erecting bed 15, and the head end outer diameter of vertical columns 1 is equal with the internal diameter of tail end, and the outside of vertical columns 1 point
It is not to be connected together with the first strut 4 and the second strut 6, several vertical columns 1 can carry out head and the tail and connect installation, convenient for multiple solid
Determine column 1 mutually to be installed, to facilitate entirety to be laid in ground, and by the way of being connected together, reduce adjacent
Vertical columns 1 between tight type so that vertical columns 1 are easier influence power by setting of ground;
The inside of vertical columns 1 is fixed with mounting plate 8 and fixed plate 10, and the left side of mounting plate 8 is fixedly installed with optics
Receiver 9, and the left side of fixed plate 10 is provided with RF transmitter 11, optical receiver 9, RF transmitter 11 and thoroughly
The central point of unthreaded hole 23 is same horizontal line, so that RF transmitter 11 issues ultraviolet light, ultraviolet light is passed across loophole 23
Optical receiver 9 is passed, when geology is sunk, the first shield 13 or the second shield 20 will stop loophole 23, therefore obtain
Know that geology is sunk;
The lower section of first sleeve 12 is fixedly installed with the first shield 13, and first sleeve 12 is passed through from the surface of fixing sleeve 14
It wears, and the fixing sleeve 14 is located on the erecting bed 15 of 1 top of vertical columns, the top of first sleeve 12 is equipped with the first balance
Plate 5, and the lower surface of the first balance plate 5 is equipped with first pressure sensor 17, the bullet that first pressure sensor 17 passes through lower section
The erecting bed 15 of 1 top of spring 16 and vertical columns is connected with each other, and the first balance plate 5 constitutes rotational structure with first sleeve 12, and
The lower end of first balance plate 5 is symmetrically arranged with 2 first pressure sensors 17, when the shadow that the first balance plate 5 is sunk by geology
It rings, thus 5 run-off the straight of the first balance plate, 17 stress of first pressure sensor of 5 two sides of the first balance plate is inconsistent, thus 2
A first pressure sensor 17 is by data transfer to central processing unit;
The top of second sleeve 19 is equipped with the second balance plate 7, and the lower surface of the second balance plate 7 is equipped with second pressure
Sensor 18, the second balance plate 7 have 2, and the second balance plate 7 and second set about the center line symmetrical setting of the second strut 6
Cylinder 19 constitutes rotational structure, thus when the second balance plate 7 is under pressure, 2 second pressures sensing of 7 lower section of the second balance plate
18 stress of device is inconsistent, to pass information to central processing unit;
Fixing sleeve 14 and first sleeve 12 constitute slide construction, and the first balance plate 5 and the second balance plate 7 are that volume is equal
Structure, the first balance plate 5 is consistent with 7 stress point area of the second balance plate, so that the two unit pressure is consistent;
Second pressure sensor 18 is connected with each other by the erecting bed 15 of 6 upper surface of spring 16 and the second strut of lower section,
The lower section of second sleeve 19 is equipped with the second shield 20, and the surface of vertical columns 1 offers opening 21, and inside vertical columns 1
Centre detection plate 22 is installed, and the surface of detection plate 22 offers loophole 23, and the diameter of loophole 23 is less than detection
The radius of plate 22, and the lower end surface height of the upper surface height of loophole 23 and the first shield 13 and the second shield 20 is same water
Horizontal line, when the first shield 13 or the sinking of the second shield 20, it will block the infrared ray of the sending of RF transmitter 11.
Working principle: it when building highway, will integrally be embedded in roadbed, and pedestal 2 is made to keep horizontal with roof platform 3
State, and optical receiver 9, RF transmitter 11, first pressure sensor 17 and second pressure sensor 18 are adjusted
Examination, determining intact can come into operation;
Optical receiver 9 inside vertical columns 1 periodically issues infrared ray, and infrared ray passes through the loophole of detection plate 22
23, subsequent ultraviolet light passes through the opening 21 on 1 surface of vertical columns, and ultraviolet light enters in the vertical columns 1 on the right of it, i.e. ultraviolet light
It is incident upon in the optical receiver 9 inside adjacent vertical columns 1, optical receiver 9 transmits a signal to data collector, data
Collector passes data to information collection end, while the pressure transmission that first pressure sensor 17 carries the first balance plate 5
To information collection end, the pressure transmission that second pressure sensor 18 carries the second balance plate 7 to information collection end, collect by information
End passes data to central controller, and central controller passes data to cloud reservoir and backed up, and center control
Device processed passes data to data analysis unit, and data analysis unit judges ultraviolet light signal, indicates the first support at this time
Bar 4 and the second strut 6 are horizontality, and the pressure that the first balance plate 5 and the second balance plate 7 are subject to by data analysis unit
Difference calculating is carried out with the pressure value of last time, after difference calculating terminates, data storage element is as a result sent into and is stored, then
Image Rendering unit draws the data of difference, to obtain curve graph, comparing unit carries out each curve graph
Analysis, result is normal at this time, then triggers security system, and the result finally calculated is transferred to display end;
When soil horizon sinks, the first balance plate 5 is under pressure and moves down, i.e. the first balance plate 5 drives first set
Cylinder 12 moves down, so that first sleeve 12 drives the first shield 13 to move down, the first shield 13 is by the inside of the first strut 4
Stopped, when RF transmitter 11 issues infrared ray, infrared ray is incident upon on the first shield 13, i.e., corresponding optics connects
Information can not be received by receiving device 9, this signal is transferred to information collection end by data collector by optical receiver 9, and subsequent the
The pressure transmission that one pressure sensor 17 and second pressure sensor 18 respectively carry the first balance plate 5 and the second balance plate 7
To information collection end, since optical receiver 9 does not receive message, data analysis unit will be to first pressure sensor at this time
17 and the data of second pressure sensor 18 analyzed, obtain the difference of first pressure sensor 17 and second pressure sensor 18
Value is that the soil of which position has sedimentation phenomenon convenient for learning, schemes to judge that the first balance plate 5 is tilted to which side
As drawing unit is to the numeric renderings curve graph of first pressure sensor 17 and second pressure sensor 18, thus data comparison list
Member compares this information and last time information, consequently facilitating predicting sinking tendency, when data comparison unit calculates
When difference out is greater than the numerical value pre-entered, then alarm system is triggered, alarm is transferred to display end by alarm system.
The content being not described in detail in this specification belongs to the prior art well known to professional and technical personnel in the field.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (8)
1. a kind of express highway pavement settlement monitoring early warning system, including vertical columns (1), first sleeve (12) and second sleeve
(19), it is characterised in that: be equipped with pedestal (2) below the vertical columns (1), and vertical columns (1) is fixedly arranged above
Roof platform (3), the vertical columns (1) are run through from the surface of the first strut (4) and the second strut (6), and the first strut (4) and
The upper surface of two struts (6) is provided with erecting bed (15), and the inside of the vertical columns (1) is fixed with mounting plate (8) and consolidates
Fixed board (10), and optical receiver (9) are fixedly installed on the left of mounting plate (8), and be provided on the left of fixed plate (10)
RF transmitter (11) is fixedly installed with the first shield (13) below the first sleeve (12), and first sleeve (12)
Run through from the surface of fixing sleeve (14), and the fixing sleeve (14) is located on the erecting bed (15) above vertical columns (1), it is described
It is equipped with above first sleeve (12) the first balance plate (5), and the lower surface of the first balance plate (5) is equipped with first pressure biography
Sensor (17), the first pressure sensor (17) pass through the erecting bed above the spring (16) of lower section and vertical columns (1)
(15) it is connected with each other, is equipped with the second balance plate (7) above the second sleeve (19), and the following table of the second balance plate (7)
Face is equipped with second pressure sensor (18), the spring (16) and the second strut that the second pressure sensor (18) passes through lower section
(6) erecting bed (15) of upper surface is connected with each other, and is equipped with the second shield (20) below the second sleeve (19), described solid
The surface for determining column (1) offers opening (21), and the centre of vertical columns (1) inside is equipped with detection plate (22), and examines
The surface of drafting board (22) offers loophole (23).
2. a kind of express highway pavement settlement monitoring early warning system according to claim 1, it is characterised in that: the fixation
The head end outer diameter of column (1) is equal with the internal diameter of tail end, and the outside of vertical columns (1) respectively with the first strut (4) and second
Strut (6) is to be connected together.
3. a kind of express highway pavement settlement monitoring early warning system according to claim 1, it is characterised in that: the pedestal
(2) lower end and the upper surface of roof platform (3) are to be arranged in parallel, and roof platform (3) is set as circular platform type structure.
4. a kind of express highway pavement settlement monitoring early warning system according to claim 1, it is characterised in that: described first
Balance plate (5) and first sleeve (12) constitute rotational structure, and the lower end of the first balance plate (5) is symmetrically arranged with 2 first pressures
Force snesor (17).
5. a kind of express highway pavement settlement monitoring early warning system according to claim 1, it is characterised in that: described second
Balance plate (7) has 2, and the second balance plate (7) and second sleeve (19) structure about the center line symmetrical setting of the second strut (6)
At rotational structure.
6. a kind of express highway pavement settlement monitoring early warning system according to claim 1, it is characterised in that: the optics
The central point of receiver (9), RF transmitter (11) and loophole (23) is same horizontal line.
7. a kind of express highway pavement settlement monitoring early warning system according to claim 1, it is characterised in that: the fixation
It covers (14) and first sleeve (12) and constitutes slide construction, and the first balance plate (5) and the second balance plate (7) are the equal knot of volume
Structure.
8. a kind of express highway pavement settlement monitoring early warning system according to claim 1, it is characterised in that: the light transmission
The diameter in hole (23) is less than the radius of detection plate (22), and the upper surface height of loophole (23) and the first shield (13) and second
The lower end surface height of shield (20) is same horizontal line.
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CN201811325217.4A CN109837824B (en) | 2018-11-08 | 2018-11-08 | Highway road surface settlement monitoring and early warning system |
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CN201811325217.4A CN109837824B (en) | 2018-11-08 | 2018-11-08 | Highway road surface settlement monitoring and early warning system |
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CN109837824A true CN109837824A (en) | 2019-06-04 |
CN109837824B CN109837824B (en) | 2021-02-23 |
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CN201811325217.4A Active CN109837824B (en) | 2018-11-08 | 2018-11-08 | Highway road surface settlement monitoring and early warning system |
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Cited By (6)
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CN110409264A (en) * | 2019-07-29 | 2019-11-05 | 中煤第三建设(集团)有限责任公司 | A kind of equipment at road and bridge laying detection road surface inclination angle |
CN111105599A (en) * | 2019-12-20 | 2020-05-05 | 北京环安工程检测有限责任公司 | Automatic early warning monitoring device system for underground collapse of urban road |
CN112254706A (en) * | 2020-12-22 | 2021-01-22 | 湖南久钰电子有限公司 | Pavement settlement on-line monitoring method and system, electronic equipment and storage medium |
CN112964854A (en) * | 2021-02-03 | 2021-06-15 | 成都大学 | Intelligent geological disaster monitor |
CN113551642A (en) * | 2021-03-24 | 2021-10-26 | 中电建路桥集团有限公司 | Sedimentation control monitoring system in construction of complex soft foundation roadbed of highway |
CN118333406A (en) * | 2024-06-13 | 2024-07-12 | 江西省地质局地理信息工程大队 | Road collapse early warning method and system |
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CN118333406A (en) * | 2024-06-13 | 2024-07-12 | 江西省地质局地理信息工程大队 | Road collapse early warning method and system |
CN118333406B (en) * | 2024-06-13 | 2024-09-10 | 江西省地质局地理信息工程大队 | Road collapse early warning method and system |
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