CN108265605A - A kind of road based on satellite positioning tech rolls smooth recording method - Google Patents
A kind of road based on satellite positioning tech rolls smooth recording method Download PDFInfo
- Publication number
- CN108265605A CN108265605A CN201611255314.1A CN201611255314A CN108265605A CN 108265605 A CN108265605 A CN 108265605A CN 201611255314 A CN201611255314 A CN 201611255314A CN 108265605 A CN108265605 A CN 108265605A
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- CN
- China
- Prior art keywords
- road
- station
- rolls
- work station
- satellite positioning
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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
- 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
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Repair (AREA)
Abstract
The present invention relates to a kind of roads based on satellite positioning tech to roll smooth recording method, and reference station is set in destination item pre-determined distance, and road area to be rolled is divided into the mess virtual segment of several rules by mobile terminal；The installment work station on road roller, the position of mess virtual segment where real-time positioning working station；Road roller is rolled on road structure layer paver, determines that road roller rolls region, rolling layer and rolls degree by reference to station and work station.The present invention uses satellite positioning tech, by reference to station and work station co-located road surface region, it determines to roll range by the changes in coordinates of work station, roll region number, examine the flatness on road surface, it is automatic to calculate road roller total kilometrage and roadbed or compactness of pavement, achievable road rolls navigation, and automatic prompt does not roll region and rolling layer, real-time instruction road roller compaction construction.
Description
Technical field
The present invention relates to a kind of roads to roll smooth recording method, and smooth record is rolled using the road of satellite positioning tech
Method.
Background technology
In current road roller compaction construction field, generally use do mechanization operation rolls roadbed, be compacted various soil layers,
Rubble and macadam-aggregate mix, for the range statistics method of the prior art for rolling road using human metering, this results in one
The defects of flatness that roadbed may roll in a region number is inconsistent, rolls is poor.
Invention content
To solve the above problems, the present invention, which provides a kind of road based on satellite positioning tech, rolls smooth recording method,
The multinomial data such as the range that is rolled by satellite positioning tech accurate recording, the number rolled.
To achieve the above object, the technical solution adopted by the present invention is：
A kind of road based on satellite positioning tech rolls smooth recording method, includes the following steps：
S1. reference station is set in destination item pre-determined distance, if road area to be rolled is divided by mobile terminal
The mess virtual segment of dry regular shape；
S2. the installment work station on road roller, mess virtual patterns locations where real-time positioning working station；
S3. road roller is rolled on road structure layer paver, is changed by the three-dimensional coordinate of work station and determined
Road roller rolls region, rolling layer and rolls total kilometrage.
As preference, showing mess virtual segment by mobile terminal, the part rolled is distinguished using different colours.
As preference, in mess virtual segment, the number rolled is distinguished using multiple color.
As preference, in step s3, road basement material elemental height is recorded, in road roller roller compaction process in real time
The difference of recording station height, elemental height and final height is the compression variation amount of roadbed material.
As preference, during roadbed is rolled, measure elevation changing value detection road surface in real time by work station and put down
Whole degree.
As preference, in road roller compaction process, elevation is measured by work station and is become larger, then it represents that place mat road next time
Base, then repeatedly step S1- steps S3.
As preference, in road roller compaction process, by the changes in coordinates of work station, can calculate automatically road roller it is total in
Journey.
Using the beneficial effects of the invention are as follows：
The present invention, by reference to station and work station co-located road surface region, passes through road roller using satellite positioning tech
Changes in coordinates determine to roll range, roll region number, examine the flatness on road surface, it is automatic to calculate road roller total kilometrage and road
, it can be achieved that road rolls navigation, automatic prompt does not roll region and rolling layer, real-time instruction road for base or compactness of pavement
Roller compaction construction.
Description of the drawings
Fig. 1 is implementation record schematic diagram of the present invention.
Fig. 2 is the principle of the present invention schematic diagram.
Specific embodiment
The present invention is described in detail below in conjunction with attached drawing.It is right below in conjunction with the attached drawing in the embodiment of the present invention
Technical solution in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is only the present invention one
Section Example, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art are not doing
Go out all other embodiments obtained under the premise of creative work, shall fall within the protection scope of the present invention.
In addition, this recording method can guide staff to check in time by recording the variation of data and color lump color
Road rolls situation, and guiding staff rolls careless omission region and below standard region again, this recording method corresponding can make
Embankment used in Larger Engineering Projects such as including but not limited to high-grade highway, railway, airfield runway, dam, stadium is compacted
Operation can roll sand, half viscosity and clayed soil, subgrade stability soil and asphalt concrete pavement.
As shown in Figure 1 and Figure 2, a kind of road based on satellite positioning tech rolls smooth recording method, including walking as follows
Suddenly：
Reference station 400 is set in destination item pre-determined distance, if being divided into road area to be rolled by mobile terminal
The mess virtual segment of dry regular shape；The installment work station 300 on road roller, netted void where real-time positioning working station 300
Intend patterns locations；Road roller is rolled on road structure layer paver, is changed by the three-dimensional coordinate of work station and determined
Road roller rolls region, rolling layer and rolls total kilometrage.
The principle of the present invention is explained in detail by the following examples and using process.
Embodiment 1
As shown in Figure 1, setting reference station 400 first in destination item pre-determined distance, secondly work is set on road roller
Make station 300.Work station 300 is set on roller, and in the present embodiment, roller is road roller, the width of pressure roller of road roller
In typing statistical system.
Road area to be rolled is divided into the mess virtual segment of several regular shapes, recording station by mobile terminal
Elemental height, road roller rolled on roadbed, the corresponding virtual shown in green color lump of segment in mobile terminal.It is so past
It is multiple, pass through the changes in coordinates of work station, you can by the difference of color lump in mobile terminal, difference, which is recorded on road, to be rolled
Region and the region that is not rolled.
In one embodiment, it if you need to repeatedly roll roadbed, can represent to roll by distinguishing color to color lump
The difference of number, such as after rolling for the first time, the color lump on virtual segment is green, and color lump correspond to after rolling for the second time and becomes indigo plant
Color corresponds to color lump and becomes red after rolling for the third time.Staff can intuitively see the variation of color lump, you can understand road road roller
The number and range of pressure.
This system is based on global position system, is one kind of RTK technologies, and the reference station 400 including RTK technologies works
300, data processing system, application service system, mobile terminal, the data of standing join machine, reference station 400, work station 300, movement
Terminal is connected with each other by data switching exchane and data processing system, application service system, and it is certain that reference station is located at destination item
In the range of, application service system is installed, mobile terminal is located on road roller, and work station is mounted on road roller on mobile terminal
On.
In some embodiments, reference station can also be multiple, and satellite location data is using single reference station or more reference stations
RTK system or post-processing approach processing data.Data processing system and application service system are mounted in internet high in the clouds clothes
It is engaged in device or mounted on LAN server, is also mountable to data switching exchane.Data switching exchane is equipped with data exchange module, communication
Module, data processing module and memory module.Communication module can be ZIGBEE, 2G, 3G, 4G, WIFI, bluetooth communication module or
Other communication modules.
Embodiment 2
The present embodiment illustrates that this system records the variation of roadbed height by specific example.
In step S3 in embodiment 1, road basement material elemental height is recorded, in road roller roller compaction process in real time
The difference of the existing height of recording station, elemental height and existing height is the compression variation amount of roadbed material.
Specifically, by work station be mounted on road roller on, by road roller drive to virtual region enclosing region in it
Afterwards, the automatic uploading operation station elevation information of work station, the height of work station is elemental height at this time, when road roller walking process
In, work station can recording station relative altitude in real time variation.For example, when road roller walking encloses region to virtual region
Interior, work station uploads opposite elemental height 50mm automatically, and after road roller walked first area 100, work station uploads automatically
Show height 46mm relatively, difference is roadbed compression variation amount 4mm, and roadbed material compression ratio is 4mm/50mm, and as roadbed becomes
It is 8% to change compression ratio.
For example, after first area 100 was rolled for the second time, work station uploads automatically shows height 44mm, difference relatively
For roadbed compression variation amount 6mm, as roadbed material compression ratio is 12%.Staff can be intuitive by mobile terminal device
Check roadbed compression variation parameter.
Embodiment 3
During roadbed is rolled, height change value is measured by work station in real time, road is detected by height change value
Surface evenness.
In road roller compaction process, road bed is out-of-flatness, and during road roller is walked, work station is relatively high
The variation of degree is undulating value, and work station records the relative variation of its own height in real time.For example, roadbed is with respect to elemental height
50mm.Road roller walk during first area 100, work station record relative altitude for 46.2mm, 46.3mm,
46.5mm, 45.8mm, this group of altitude record can calculate the evenness of road surface of first area 100 by computing module built in this system
Degree.
For another example, after road roller, which is walked, covers entire road area, altitude record can pass through computing module built in this system
Calculate the surface evenness of entire road.
Embodiment 4
In road roller compaction process, the record height raising of work station 300 represents second of place mat roadbed.
For example, in first time roller compaction process, it is 50mm that work station 300, which records opposite elemental height, by repeatedly rolling
Afterwards, it is 42mm that work station 300, which records relatively existing height, and second of metaling is then loaded on roadbed, after smooth metaling,
After road roller walking to the rubble bed of material, it is 45mm that work station, which records relatively existing height, and statistical system automatically turns on new one layer virtually
Segment, work station record is relatively existing highly to be increased, and is represented that rolling layers change layer, is counted new one layer of the data that roll again, former layer is ground
Data is pressed to retain.
The present invention, by 400 co-located road surface region of work station 300 and reference station, is passed through using satellite positioning tech
The changes in coordinates of road roller determines to roll range, rolls region number, and can examine the flatness on road surface.
Embodiment 5
Mess virtual segment is shown by mobile terminal, the part rolled is distinguished using different colours.In mess virtual figure
In block, the number rolled is distinguished using multiple color.
Road basement material elemental height is recorded, real-time 300 height of recording station in road roller roller compaction process, initially
The difference of height and final height is the compression variation amount of roadbed material.It is real by work station 300 during roadbed is rolled
When measure elevation changing value detection surface evenness.In road roller compaction process, elevation is measured by work station 300 and is become larger, then
Represent place mat roadbed next time.
Embodiment 6
It is automatic to calculate road roller total kilometrage by the changes in coordinates of work station 300 in road roller compaction process.
For example, after the completion of first time road rolls, the road roller mileage that work station 300 records is 1km；Second of road roller
After the completion of pressure, the road roller mileage that work station 300 records is 0.7km；After the completion of third time road rolls, work station 300 records
Road roller mileage be 0.8km；Roller compaction construction is completed, and road roller total kilometrage is 2.5km at this time.
More than content is only presently preferred embodiments of the present invention, for those of ordinary skill in the art, according to the present invention
Thought, in specific embodiments and applications can be with many changes may be made, as long as these variations are without departing from the structure of the present invention
Think, all belong to the scope of protection of the present invention.
Claims (7)
1. a kind of road based on satellite positioning tech rolls smooth recording method, it is characterised in that：Include the following steps：
S1. reference station is set in destination item pre-determined distance, road area to be rolled is divided by several rule by mobile terminal
The then mess virtual segment of shape；
S2. the installment work station on road roller, mess virtual patterns locations where real-time positioning working station；
S3. road roller is rolled on road structure layer paver, and pressure road is determined by the three-dimensional coordinate variation of work station
Machine rolls region, rolling layer and rolls total kilometrage.
2. the road according to claim 1 based on satellite positioning tech rolls smooth recording method, it is characterised in that：It is logical
It crosses mobile terminal and shows mess virtual segment, the part rolled is distinguished using different colours.
3. the road according to claim 2 based on satellite positioning tech rolls smooth recording method, it is characterised in that：
In mess virtual segment, the number rolled is distinguished using multiple color.
4. the road according to claim 1 based on satellite positioning tech rolls smooth recording method, it is characterised in that：
In step S3, road basement material elemental height is recorded, the real-time recording station height in road roller roller compaction process is initial high
The difference of degree and final height is the compression variation amount of roadbed material.
5. the road according to claim 1 based on satellite positioning tech rolls smooth recording method, it is characterised in that：
During rolling roadbed, elevation changing value detection surface evenness is measured in real time by work station.
6. the road according to claim 1 based on satellite positioning tech rolls smooth recording method, it is characterised in that：
In road roller compaction process, elevation is measured by work station and is become larger, then it represents that place mat roadbed next time, then repeatedly step S1- steps
S3。
7. the road according to claim 1 based on satellite positioning tech rolls smooth recording method, it is characterised in that：
It is automatic to calculate road roller total kilometrage by the changes in coordinates of work station in road roller compaction process.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611255314.1A CN108265605A (en) | 2016-12-30 | 2016-12-30 | A kind of road based on satellite positioning tech rolls smooth recording method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611255314.1A CN108265605A (en) | 2016-12-30 | 2016-12-30 | A kind of road based on satellite positioning tech rolls smooth recording method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108265605A true CN108265605A (en) | 2018-07-10 |
Family
ID=62754596
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611255314.1A Pending CN108265605A (en) | 2016-12-30 | 2016-12-30 | A kind of road based on satellite positioning tech rolls smooth recording method |
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| Country | Link |
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| CN (1) | CN108265605A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109684433A (en) * | 2018-12-26 | 2019-04-26 | 成都红云鼎科技有限公司 | Road roller rolls statistical method, statistical server and the statistical system in region |
| CN113094781A (en) * | 2021-03-18 | 2021-07-09 | 江苏中路信息科技有限公司 | Method for identifying road rolling passes based on positioning data, storage medium and electronic device |
Citations (3)
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| CN201785695U (en) * | 2010-07-01 | 2011-04-06 | 交通运输部公路科学研究所 | Road roller working trajectory monitor |
| CN102222158A (en) * | 2011-05-11 | 2011-10-19 | 武汉理工大学 | Method for building dam core wall rolling quality evaluation system based on GPS (Global Positioning System) |
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2016
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Patent Citations (3)
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|---|---|---|---|---|
| CN201785695U (en) * | 2010-07-01 | 2011-04-06 | 交通运输部公路科学研究所 | Road roller working trajectory monitor |
| CN102222158A (en) * | 2011-05-11 | 2011-10-19 | 武汉理工大学 | Method for building dam core wall rolling quality evaluation system based on GPS (Global Positioning System) |
| WO2014038528A1 (en) * | 2012-09-10 | 2014-03-13 | INAGAKI Nobuyasu | Warehouse management system |
Non-Patent Citations (1)
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| 陈沁: "水电工程施工质量控制技术及其信息化集成管理方法研究", 《中国优秀硕士学位论文全文数据库 (工程科技Ⅱ辑)》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109684433A (en) * | 2018-12-26 | 2019-04-26 | 成都红云鼎科技有限公司 | Road roller rolls statistical method, statistical server and the statistical system in region |
| CN113094781A (en) * | 2021-03-18 | 2021-07-09 | 江苏中路信息科技有限公司 | Method for identifying road rolling passes based on positioning data, storage medium and electronic device |
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Application publication date: 20180710 |