CN109083123A - A kind of roller compaction construction method based on unmanned control system - Google Patents
A kind of roller compaction construction method based on unmanned control system Download PDFInfo
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- CN109083123A CN109083123A CN201810936003.4A CN201810936003A CN109083123A CN 109083123 A CN109083123 A CN 109083123A CN 201810936003 A CN201810936003 A CN 201810936003A CN 109083123 A CN109083123 A CN 109083123A
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- construction
- roller
- control system
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- unmanned
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
-
- 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
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Agronomy & Crop Science (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Road Paving Machines (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The present invention relates to a kind of roller compaction construction methods based on unmanned control system, which comprises the following steps: S1: the step of measuring construction area boundary, S2: according to construction area boundary, planning setting construction task, S3: unmanned construction, S4: construction is completed.
Description
Technical field
The invention belongs to Construction Technology fields, are related to a kind of engineering construction method, especially a kind of to be driven based on nobody
Sail the roller compaction construction method of control system.
Background technique
In the work progress of heavy construction, it is one of critical construction process that basis, which is rolled, to its rolling speed, pass,
Overlap distance etc. has strict requirements, and roller compaction processes heavy workload, intensity are high.And the automation of rolling compaction machine, letter at present
Breathization, intelligence degree be not high, and key parameter relies primarily on driver and manually controls.
Traditional roller compaction construction method are as follows: the range of manual measurement construction cell is indicated with materials such as albariums, is mentioned
Show boundary of works area.Later, roller is controlled according to the compacting standard of design by roller operator, completes roller compaction construction.
Construction quality, the construction efficiency of traditional construction technology depend on the manual control of operator, still, due to
The construction experience of different operation person is different, and same operator is in different operating times, different working environment (day/night)
Under working efficiency it is different.So the completion construction that traditional construction technique can not guarantee both quality and quantity.
This is in place of the deficiencies in the prior art.Therefore, in view of the above-mentioned drawbacks in the prior art, provide and design one kind and be based on
The roller compaction construction method of unmanned control system；To solve drawbacks described above, it is necessary.
Summary of the invention
It is an object of the present invention to design one kind based on unmanned in view of the above-mentioned drawbacks of the prior art, providing
The roller compaction construction method of control system, to solve the above technical problems.
To achieve the above object, the present invention provides following technical scheme:
A kind of roller compaction construction method based on unmanned control system, which comprises the following steps:
S1: the step of measuring construction area boundary, the specific steps are as follows:
By position measuring instrument, the location boundary data of construction area are obtained, and the data boundary that will acquire is wirelessly transmitted to
Cell phone application end is stored；The position measuring instrument uses GNSS receiver.
S2: according to construction area boundary, planning setting construction task, the specific steps are as follows:
Roller is applied in construction area according to the construction area location boundary data obtained in step S1 at cell phone application end
Work route is planned, while being configured to the parameter that rolls of roller；And by the construction access road after planning and roll ginseng
Number is sent to the data processing centre of roller by wireless network；
The parameter that rolls includes speed, vibration frequency, construction pass；
The wireless network is commercial wireless communication network or self-built ad hoc network.
S3: unmanned construction, the specific steps are as follows:
After the reception, parsing of completion construction task, notice cell phone application end is finished receiving for data processing centre on roller；
Then, construction personnel starts construction task by cell phone application end, and roller enters unmanned mode；Control on roller
Center controls roller and carries out roller compaction construction according to preset construction access road, construction parameter；In the construction process, cell phone application end
Controllable roller suspended task continues task, stops task.
S4: construction is completed, specifically includes the following steps:
After roller completes construction according to default construction task, according to preset construction reference, applying for current construction area is judged
Whether work meets the requirements；When construction is unsatisfactory for requiring, leakage stone roller can be carried out automatically, owes to grind the benefit stone roller in region；After construction is up to standard,
It is automatically stopped and exits unmanned mode.
In construction method in the technical program, cell phone application end measures the range of construction task, planning construction task, group
Send out construction task, beginning/end construction task.
Antenna for base station and self-organized network communication antenna are utilized by command car, provides satellite difference for roller, cell phone application end
Data, while any wireless network services being provided.
It is received by server, analysis, the data for storing roller and cell phone application end；
Pass through the current Construction State of computer remote real time inspection；
Pass through the current Construction State of mobile phone remote real time inspection；
Roller receives GNSS satellite data by vehicle computing center, receives cell phone application end preset task, controls roller
It constructs according to default construction task.
The beneficial effects of the present invention are,
First, carry on construction work at night inefficiency, and since construction site dust is very big, night visibility is very low, seriously affects driver
The visual field, construction efficiency is greatly lowered；The technical program is based on location information and carries out roller compaction construction, not by the shadow of visibility
It rings.
Second, construction task planning is based on cell phone application, does not need the setting-out range, the striping jobs that carry out early period；It is omitted
The process to be drawn lines with albarium is needed in traditional construction technique.
Third, guarantees construction quality, and construction carries out fully according to default construction access road, construction reference, goes out in special road conditions
In the case of now leakage is ground, benefit stone roller is carried out.
4th, traditional construction needs driver to be sitting in the construction task that control roller in driver's cabin carries out whole, when long
Between under the vibrational state, damage driver health；The technical program can effectively reduce under vibration environment to injury of human, apply
During work, does not need driver and control roller in driver's cabin, be greatly reduced construction intensity.
In addition, design principle of the present invention is reliable, structure is simple, has very extensive application prospect.
It can be seen that compared with prior art, the present invention have substantive distinguishing features outstanding and it is significant ground it is progressive, implementation
Beneficial effect be also obvious.
Detailed description of the invention
Fig. 1 is a kind of flow chart of roller compaction construction method based on unmanned control system provided by the invention.
Specific embodiment
The present invention will be described in detail with reference to the accompanying drawing and by specific embodiment, and following embodiment is to the present invention
Explanation, and the invention is not limited to following implementation.
As shown in Figure 1, a kind of roller compaction construction method based on unmanned control system provided by the invention, feature exist
In, comprising the following steps:
S1: the step of measuring construction area boundary, the specific steps are as follows:
By position measuring instrument, the location boundary data of construction area are obtained, and the data boundary that will acquire is wirelessly transmitted to
Cell phone application end is stored；The position measuring instrument uses GNSS receiver.
S2: according to construction area boundary, planning setting construction task, the specific steps are as follows:
Roller is applied in construction area according to the construction area location boundary data obtained in step S1 at cell phone application end
Work route is planned, while being configured to the parameter that rolls of roller；And by the construction access road after planning and roll ginseng
Number is sent to the data processing centre of roller by wireless network；
The parameter that rolls includes speed, vibration frequency, construction pass；
The wireless network is commercial wireless communication network or self-built ad hoc network.
S3: unmanned construction, the specific steps are as follows:
After the reception, parsing of completion construction task, notice cell phone application end is finished receiving for data processing centre on roller；
Then, construction personnel starts construction task by cell phone application end, and roller enters unmanned mode；Control on roller
Center controls roller and carries out roller compaction construction according to preset construction access road, construction parameter；In the construction process, cell phone application end
Controllable roller suspended task continues task, stops task.
S4: construction is completed, specifically includes the following steps:
After roller completes construction according to default construction task, according to preset construction reference, applying for current construction area is judged
Whether work meets the requirements；When construction is unsatisfactory for requiring, leakage stone roller can be carried out automatically, owes to grind the benefit stone roller in region；After construction is up to standard,
It is automatically stopped and exits unmanned mode.
In construction method in the technical program, cell phone application end measures the range of construction task, planning construction task, group
Send out construction task, beginning/end construction task.
Antenna for base station and self-organized network communication antenna are utilized by command car, provides satellite difference for roller, cell phone application end
Location data, while any wireless network services being provided.
It is received by server, analysis, the data for storing roller and cell phone application end；
Pass through the current Construction State of computer remote real time inspection；
Pass through the current Construction State of mobile phone remote real time inspection；
Roller receives GNSS satellite data by vehicle computing center, receives cell phone application end preset task, controls roller
It constructs according to default construction task.
Disclosed above is only the preferred embodiment of the present invention, but the present invention is not limited to this, any this field
What technical staff can think does not have creative variation, and without departing from the principles of the present invention made by several improvement and
Retouching, should all be within the scope of the present invention.
Claims (8)
1. a kind of roller compaction construction method based on unmanned control system, which comprises the following steps:
S1: the step of measuring construction area boundary,
S2: according to construction area boundary, construction task is arranged in planning,
S3: unmanned construction,
S4: construction is completed.
2. a kind of roller compaction construction method based on unmanned control system according to claim 1, which is characterized in that institute
Stating step S1, specific step is as follows:
S1.1: by position measuring instrument, the location boundary data of construction area are obtained；
S1.2: the data boundary that will acquire is wirelessly transmitted to cell phone application end and is stored.
3. a kind of roller compaction construction method based on unmanned control system according to claim 2, which is characterized in that institute
The position measuring instrument stated uses GNSS receiver.
4. a kind of roller compaction construction method based on unmanned control system according to claim 3, which is characterized in that institute
Stating step S2, specific step is as follows:
S2.1: cell phone application end is according to the construction area location boundary data obtained in step S1, in construction area, to rolling
The construction access road of machine is planned；
S2.2: the parameter that rolls of roller is configured；And by the construction access road after planning and roll parameter pass through it is wireless
Transmission of network to roller data processing centre.
5. a kind of roller compaction construction method based on unmanned control system according to claim 4, which is characterized in that institute
The parameter that rolls stated includes speed, vibration frequency, construction pass.
6. a kind of roller compaction construction method based on unmanned control system according to claim 4 or 5, feature exist
In the wireless network is commercial wireless communication network or self-built ad hoc network.
7. a kind of roller compaction construction method based on unmanned control system according to claim 6, which is characterized in that institute
Stating step S3, specific step is as follows:
S3.1: after the reception, parsing of completion construction task, notice cell phone application end receives the data processing centre on roller
It completes；
S3.2: construction personnel starts construction task by cell phone application end, and roller enters unmanned mode；On roller
Control centre controls roller and carries out roller compaction construction according to preset construction access road, construction parameter.
8. a kind of roller compaction construction method based on unmanned control system according to claim 7, which is characterized in that institute
State step S4 specifically includes the following steps:
After roller completes construction according to default construction task, according to preset construction reference, applying for current construction area is judged
Whether work meets the requirements；When construction is unsatisfactory for requiring, leakage stone roller can be carried out automatically, owes to grind the benefit stone roller in region；After construction is up to standard,
It is automatically stopped and exits unmanned mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810936003.4A CN109083123A (en) | 2018-08-16 | 2018-08-16 | A kind of roller compaction construction method based on unmanned control system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810936003.4A CN109083123A (en) | 2018-08-16 | 2018-08-16 | A kind of roller compaction construction method based on unmanned control system |
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| CN109083123A true CN109083123A (en) | 2018-12-25 |
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| CN201810936003.4A Pending CN109083123A (en) | 2018-08-16 | 2018-08-16 | A kind of roller compaction construction method based on unmanned control system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826074A (en) * | 2019-02-22 | 2019-05-31 | 三一汽车制造有限公司 | The safety traffic method and road roller of road roller |
| CN112323762A (en) * | 2020-10-30 | 2021-02-05 | 河北省水利工程局 | Unmanned vibration earth-rolling embankment construction method |
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| CN103135550A (en) * | 2013-01-31 | 2013-06-05 | 南京航空航天大学 | Multiple obstacle-avoidance control method of unmanned plane used for electric wire inspection |
| CN105137997A (en) * | 2015-09-22 | 2015-12-09 | 清华大学 | Automatic driving system and method of water conservancy construction vibration roller |
| CN106127177A (en) * | 2016-07-01 | 2016-11-16 | 蔡雄 | A kind of unmanned road roller |
| CN106646539A (en) * | 2016-12-02 | 2017-05-10 | 上海华测导航技术股份有限公司 | Method and system for testing GNSS (Global Navigation Satellite System) receiver heading angle |
| CN107390692A (en) * | 2017-07-31 | 2017-11-24 | 山东四维卓识信息技术有限公司 | A kind of unmanned control method and the cubic metre of earth and stone compacting construction method based on unmanned control method |
| CN207109515U (en) * | 2017-07-31 | 2018-03-16 | 山东四维卓识信息技术有限公司 | A kind of unmanned road roller |
-
2018
- 2018-08-16 CN CN201810936003.4A patent/CN109083123A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103135550A (en) * | 2013-01-31 | 2013-06-05 | 南京航空航天大学 | Multiple obstacle-avoidance control method of unmanned plane used for electric wire inspection |
| CN105137997A (en) * | 2015-09-22 | 2015-12-09 | 清华大学 | Automatic driving system and method of water conservancy construction vibration roller |
| CN106127177A (en) * | 2016-07-01 | 2016-11-16 | 蔡雄 | A kind of unmanned road roller |
| CN106646539A (en) * | 2016-12-02 | 2017-05-10 | 上海华测导航技术股份有限公司 | Method and system for testing GNSS (Global Navigation Satellite System) receiver heading angle |
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| CN207109515U (en) * | 2017-07-31 | 2018-03-16 | 山东四维卓识信息技术有限公司 | A kind of unmanned road roller |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109826074A (en) * | 2019-02-22 | 2019-05-31 | 三一汽车制造有限公司 | The safety traffic method and road roller of road roller |
| CN112323762A (en) * | 2020-10-30 | 2021-02-05 | 河北省水利工程局 | Unmanned vibration earth-rolling embankment construction method |
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Application publication date: 20181225 |
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