CN108897010A - Ground based method, system and storage medium are dug using the measurement of GNSS measuring system - Google Patents
Ground based method, system and storage medium are dug using the measurement of GNSS measuring system Download PDFInfo
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- CN108897010A CN108897010A CN201810644833.XA CN201810644833A CN108897010A CN 108897010 A CN108897010 A CN 108897010A CN 201810644833 A CN201810644833 A CN 201810644833A CN 108897010 A CN108897010 A CN 108897010A
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- 238000000034 method Methods 0.000 title claims abstract description 58
- 238000005259 measurement Methods 0.000 title claims abstract description 39
- 241000282693 Cercopithecidae Species 0.000 claims abstract description 69
- 238000010276 construction Methods 0.000 claims abstract description 55
- 238000004590 computer program Methods 0.000 claims description 11
- 230000008569 process Effects 0.000 claims description 7
- 238000004891 communication Methods 0.000 claims description 3
- 230000005055 memory storage Effects 0.000 claims 1
- 238000005516 engineering process Methods 0.000 abstract description 6
- 230000006641 stabilisation Effects 0.000 abstract description 5
- 238000011105 stabilization Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 5
- 238000009435 building construction Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 210000004556 brain Anatomy 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
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Classifications
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S19/00—Satellite radio beacon positioning systems; Determining position, velocity or attitude using signals transmitted by such systems
- G01S19/01—Satellite radio beacon positioning systems transmitting time-stamped messages, e.g. GPS [Global Positioning System], GLONASS [Global Orbiting Navigation Satellite System] or GALILEO
- G01S19/13—Receivers
- G01S19/14—Receivers specially adapted for specific applications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
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Abstract
The present invention proposes that ground based method, system and computer readable storage medium are dug in a kind of measurement using GNSS measuring system, the method includes：Obtain the construction information of building yet to be built；It is analyzed to obtain the essential information wait drive piles a little according to construction information；Obtain the first positioning coordinate of piling machine and the second positioning coordinate of the pile monkey on piling machine；It obtains the piling machine according to the essential information wait drive piles a little and the first positioning coordinate and the second positioning coordinate analysis and needs at a distance from movement；Control the position that the piling machine is moved to piling point according to preset path.Multiple satellite location signal is received using the receiving end GNSS by means of the present invention, realizes multiple satellite location technology, so that the position accurate positioning of piling point, stabilization.
Description
Technical field
The invention belongs to construction management fields, and in particular to a kind of measurement using GNSS measuring system dig ground based method,
System and storage medium.
Background technique
In the engineerings such as solar energy, wind power plant, reservoir dam fence and highway, railway bed, stake is as lower part load-bearing
Structure is the important component of engineering.The superiority and inferiority of piling construction technique and technology directly influences pile foundation quality, and then influences
The quality of integrated engineering.Pile driving equipment is typically mounted on vehicle, determines stake holes position, pile monkey at that time by artificial field lofting
Made in an injection ground by way of hammering；Stake height is measured simultaneously, is calculated depth of penetration, is finally reached design requirement.But
Due to mostly using the equipment such as total station or longitude and latitude to be positioned in traditional piling construction, stake holes is sought a little and driving depth and verticality
It monitors also based on artificial, therefore the positioning accuracy of stake holes is poor, efficiency and piling data are lower.
In view of the foregoing, it is necessary to which a kind of measurement digging ground based method using GNSS measuring system is provided.
Summary of the invention
The present invention provides a kind of measurement digging ground based method using GNSS measuring system, it is intended to solve existing data export
The problem of needing additional coding for the export content of certain specific formats in mode, provides a kind of universal data export side
Method.
The invention is realized in this way providing a kind of measurement digging ground based method using GNSS measuring system, the method
It is dug in ground based system applied to the measurement using GNSS measuring system, ground is dug in the measurement using GNSS measuring system
System includes terminal, the receiving end GNSS and piling machine, and piling control system, the terminal and institute are equipped on the piling machine
Piling control system connection is stated, the method includes：
Obtain the construction information of building yet to be built；
It is analyzed to obtain the essential information wait drive piles a little according to construction information；
Obtain the first positioning coordinate of piling machine and the second positioning coordinate of the pile monkey on piling machine；
It is obtained according to the essential information wait drive piles a little and the first positioning coordinate and the second positioning coordinate analysis
The piling machine needs mobile distance；
Control the position that the piling machine is moved to piling point according to preset path.
Preferably, the step of construction information for obtaining building yet to be built includes：
By scanning construct positioning drawing obtain construction information, the construction information include construction building construction area,
The story height of construction layout, building yet to be built.
Preferably, it is described wait essential information a little of driving piles include piling depth and positioning position information., the method is also
Including：
The information of piling point is generated into report and is exported, the information of the piling point includes the position of piling point, piling point
Specification and piling the time.
Preferably, the method also includes：
Obtain the gradient of pile monkey measured by dipmeter；
The tilt angle of pile monkey is adjusted according to the gradient and the inclination angle of piling point；The dipmeter installation
In on the piling machine.
In addition, to achieve the above object, a kind of measurement digging ground based system using GNSS measuring system, the system comprises
Terminal, piling control system and piling machine are equipped with pile monkey, the default position of the piling machine and the pile monkey on the piling machine
It sets and is separately installed with the receiving end GNSS, the pile monkey is for driving piles；
The terminal and the piling control system data communication；The terminal is used to obtain the construction letter of building yet to be built
Breath；It is also used to be analyzed according to construction information to obtain the essential information wait drive piles a little；
The receiving end GNSS is used to obtain the first positioning coordinate and described of piling machine in real time by satellite navigation system
Second positioning coordinate of pile monkey is simultaneously sent to terminal；
The second positioning that the terminal is also used to obtain the first positioning coordinate and the pile monkey on piling machine of piling machine is sat
Mark；Described beat is obtained according to the essential information wait drive piles a little and the first positioning coordinate and the second positioning coordinate analysis
Stake machine needs mobile distance；
The piling control system is used to control the position that the piling machine is moved to piling point according to preset path.
In addition, to achieve the above object, the present invention also proposes that ground based system is dug in a kind of measurement using GNSS measuring system,
Including memory and processor, the memory is stored with computer program, when the processor executes the computer program
The step of realizing method as described above.
In addition, to achieve the above object, the present invention also proposes a kind of computer readable storage medium, it is stored thereon with calculating
The step of machine program, the computer program realizes method as described above when being executed by processor.
In technical solution of the present invention, the method is applied to the measurement using GNSS measuring system and digs ground based system
In, it includes terminal, the receiving end GNSS and piling machine, the piling that ground based system is dug in the measurement using GNSS measuring system
Piling control system is installed on machine, the terminal is connect with the piling control system, the method includes：Obtain yet to be built build
The construction information built；It is analyzed to obtain the essential information wait drive piles a little according to construction information；Obtain the first positioning coordinate of piling machine
And the second positioning coordinate of the pile monkey on piling machine；According to the essential information wait drive piles a little and the first positioning coordinate
And second positioning coordinate analysis obtain the piling machine and need mobile distance；The piling machine is controlled to move according to preset path
Move the position of piling point.Multiple satellite location signal is received using the receiving end GNSS by means of the present invention, realizes more stars
Location technology, so that the position accurate positioning of piling point, stabilization.
Detailed description of the invention
Fig. 1 is the flow diagram that the present invention digs ground one embodiment of based method using the measurement of GNSS measuring system；
Fig. 2 is the flow diagram that the present invention digs ground another embodiment of based method using the measurement of GNSS measuring system；
Fig. 3 is the flow diagram that the present invention digs ground another embodiment of based method using the measurement of GNSS measuring system；
Fig. 4 is the schematic diagram that the present invention digs ground based system using the measurement of GNSS measuring system；
Fig. 5 is another schematic diagram that the present invention digs ground based system using the measurement of GNSS measuring system.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and
It is not used in the restriction present invention.
It please refers to Fig. 1, in one embodiment of the invention, proposes that ground based method is dug in a kind of measurement using GNSS measuring system,
The method is applied to the measurement using GNSS measuring system and digs in ground based system, the survey using GNSS measuring system
It includes terminal and the end GNSS that amount, which digs ground based system, and the system also includes piling machine and the piling being arranged on the piling machine
Control system, the piling control system is connect with the terminal, wherein the terminal, which can be mobile terminal, is also possible to electricity
Brain end, the mobile terminal can also include mobile terminal, intelligent wearable device and plate etc.；The method includes：
Step S10 obtains the construction information of building yet to be built；
In the present embodiment, the construction information of building yet to be built is obtained by terminal, wherein the construction information includes construction building
Construction area, construction layout etc..The construction drawing that building yet to be built can be specifically scanned by terminal obtains the construction letter
Breath.
Step S20 analyzes to obtain the essential information wait drive piles a little according to construction information；
Terminal, can be according to the entire layout of construction drawing and construction after the construction drawing information for obtaining building yet to be built
The information such as area and story height combine, and depth and location information and piling machine that ground needs to design is calculated
Pile monkey under the angle information etc. hammered into shape.
Step S30 obtains the first positioning coordinate of piling machine and the second positioning coordinate of the pile monkey on piling machine；
Further, the receiving end GNSS is used to obtain piling machine and piling machine in real time by satellite navigation system
Pile monkey position and be sent to terminal so that terminal is according to the position of the piling machine and pile monkey and wait drive piles a little
Position controls piling machine to wait beat according to the azimuth and distance azimuth and distance between the two is calculated
The position of stake point is mobile.Satellite positioning signal is received by using the receiving end GNSS in the present invention, so that piling machine
Positioning accuracy is more accurate, stablizes, and that is to say the position accurate positioning for enabling to piling point.Further, the present invention uses
The receiving end GNSS model M30, can support multiple satellite location, such as Beidou, GPS, GLONASS.
Step S40, according to the essential information wait drive piles a little and the first positioning coordinate and the second positioning coordinate
Analysis obtains the piling machine and mobile distance and the pile monkey is needed to need mobile distance；
Further, the terminal is getting the essential information wait drive piles a little, is herein specially the positioning wait drive piles a little
Coordinate is calculated according to positioning coordinate, the first positioning coordinate of piling machine and the second positioning coordinate of pile monkey wait drive piles a little
Mobile distance and pile monkey is needed to need mobile distance to piling machine.
Step S50 controls the position that the piling machine is moved to piling point according to preset path.
The piling machine being calculated is needed mobile distance and pile monkey that mobile distance is needed to be sent to piling by terminal
Control system, piling control system further control the position that piling machine is moved to piling point according to preset path.
In the embodiment of the present invention, the method is applied to the measurement using GNSS measuring system and digs in ground based system,
It includes terminal, the receiving end GNSS and piling machine, the piling machine that ground based system is dug in the measurement using GNSS measuring system
On piling control system is installed, the terminal is connect with the piling control system, the method includes：Obtain building yet to be built
Construction information；It is analyzed to obtain the essential information wait drive piles a little according to construction information；Obtain piling machine first positioning coordinate with
And the second positioning coordinate of the pile monkey on piling machine；According to the essential information wait drive piles a little and it is described first positioning coordinate with
And second positioning coordinate analysis obtain the piling machine and need mobile distance；It is mobile according to preset path to control the piling machine
To the position of piling point.Multiple satellite location signal is received using the receiving end GNSS by means of the present invention, it is fixed to realize more stars
Position technology, so that the position accurate positioning of piling point, stabilization.
Further, the method also includes：After completing piling, the information of piling point is generated into report and is exported, institute
The information for stating piling point includes the position of piling point, the specification of piling point and piling time.
The information of piling point is exported by way of report in this step, for user record and is checked.Piling point
Information not only include piling point position, piling point specification, further include piling the time (such as piling at the beginning of and
The end time of piling), the information (such as number of piling machine) of piling machine.
Based on first embodiment of the invention, referring to Fig. 2, in second embodiment of the invention, the method also includes：
Step S110 obtains the depth of piling, and the depth information for driving piles current is sent during piling in real time
To terminal；
Step S111, terminal is according to the movement process of the current Depth Information Acquistion pile monkey of driving piles and is sent to piling control
System.
During piling, terminal can obtain the driving depth of pile monkey in real time, that is to say and surveyed by laser range finder
The data of amount obtain, and terminal is according to the movement process of the current Depth Information Acquistion pile monkey of driving piles and is sent to piling control system
System.
Specifically, terminal according to the movement process of the current Depth Information Acquistion pile monkey of driving piles and is sent to piling control system
It unites and is specially again：Terminal compares the projected depth of driving depth and piling point after getting the current depth information of piling
Size shows that piling is completed when driving depth is identical as projected depth, then sends information to piling control system, piling control
System processed prompts the user with piling and completes, so that user stops piling by lower button.Certainly, it can also use and be automatically stopped here
After the completion of the mode of piling, such as piling, piling control system can tracker action on stake vehicle send corresponding signal, thus
Control pile monkey stops working, and this implementation has very much, and no more detailed description here.
Based on second embodiment of the invention, referring to Fig. 3, in third embodiment of the invention, the method also includes：
Step S120 obtains the gradient of pile monkey measured by dipmeter；
Step S121 is adjusted the tilt angle of pile monkey according to the gradient and the inclination angle of piling point；It is described
Dipmeter is installed on the piling machine.
In piling, the tilt angle of pile monkey can not meet the requirement of piling point at the very start, therefore, to pile monkey
During tilt angle is adjusted, data measured by dipmeter and the inclination angle of piling point are compared, see pile monkey
Tilt angle whether meet piling point inclination angle, until the tilt angle of pile monkey meet piling point inclination angle.
In addition, the present invention also proposes that ground based system 100 is dug in a kind of measurement using GNSS measuring system, it is described referring to Fig. 4
System includes terminal 120, piling control system 111 and piling machine 110, is equipped with pile monkey, the piling machine on the piling machine
110 and the predeterminated position of the pile monkey be separately installed with the receiving end GNSS 112, the pile monkey is for driving piles；
The terminal and the piling control system data communication；The terminal is used to obtain the construction letter of building yet to be built
Breath；It is also used to be analyzed according to construction information to obtain the essential information wait drive piles a little；
The receiving end GNSS is used to obtain the first positioning coordinate and described of piling machine in real time by satellite navigation system
Second positioning coordinate of pile monkey is simultaneously sent to terminal；
The second positioning that the terminal is also used to obtain the first positioning coordinate and the pile monkey on piling machine of piling machine is sat
Mark；Described beat is obtained according to the essential information wait drive piles a little and the first positioning coordinate and the second positioning coordinate analysis
Stake machine needs mobile distance；
The piling control system is used to control the position that the piling machine is moved to piling point according to preset path.
In the present embodiment, the construction information of building yet to be built is obtained by terminal, wherein the construction information includes construction building
Construction area, construction layout etc..The construction drawing that building yet to be built can be specifically scanned by terminal obtains the construction letter
Breath.
Terminal, can be according to the entire layout of construction drawing and construction after the construction drawing information for obtaining building yet to be built
The information such as area and story height combine, and depth and location information and piling machine that ground needs to design is calculated
Pile monkey under the angle information etc. hammered into shape.
Further, the receiving end GNSS is used to obtain piling machine and piling machine in real time by satellite navigation system
Pile monkey position and be sent to terminal so that terminal is according to the position of the piling machine and pile monkey and wait drive piles a little
Position controls piling machine to wait beat according to the azimuth and distance azimuth and distance between the two is calculated
The position of stake point is mobile.Satellite positioning signal is received by using the receiving end GNSS in the present invention, so that piling machine
Positioning accuracy is more accurate, stablizes, and that is to say the position accurate positioning for enabling to piling point.Further, the present invention uses
The receiving end GNSS model M30, can support multiple satellite location, such as Beidou, GPS, GLONASS.
Further, the terminal is getting the essential information wait drive piles a little, is herein specially the positioning wait drive piles a little
Coordinate is calculated according to positioning coordinate, the first positioning coordinate of piling machine and the second positioning coordinate of pile monkey wait drive piles a little
Mobile distance and pile monkey is needed to need mobile distance to piling machine.
The piling machine being calculated is needed mobile distance and pile monkey that mobile distance is needed to be sent to piling by terminal
Control system, piling control system further control the position that piling machine is moved to piling point according to preset path.
In the embodiment of the present invention, the method is applied to the measurement using GNSS measuring system and digs in ground based system,
It includes terminal, the receiving end GNSS and piling machine, the piling machine that ground based system is dug in the measurement using GNSS measuring system
On piling control system is installed, the terminal is connect with the piling control system, the method includes：Obtain building yet to be built
Construction information；It is analyzed to obtain the essential information wait drive piles a little according to construction information；Obtain piling machine first positioning coordinate with
And the second positioning coordinate of the pile monkey on piling machine；According to the essential information wait drive piles a little and it is described first positioning coordinate with
And second positioning coordinate analysis obtain the piling machine and need mobile distance；It is mobile according to preset path to control the piling machine
To the position of piling point.Multiple satellite location signal is received using the receiving end GNSS by means of the present invention, it is fixed to realize more stars
Position technology, so that the position accurate positioning of piling point, stabilization.
In addition, the present invention also proposes that ground based system 100, including memory are dug in a kind of measurement using GNSS measuring system
102 and processor 101, referring to Fig. 5, the processor 101 realizes following method when executing the computer program：
Obtain the construction information of building yet to be built；
It is analyzed to obtain the essential information wait drive piles a little according to construction information；
Obtain the first positioning coordinate of piling machine and the second positioning coordinate of the pile monkey on piling machine；
It is obtained according to the essential information wait drive piles a little and the first positioning coordinate and the second positioning coordinate analysis
The piling machine needs mobile distance and the pile monkey to need mobile distance；
Control the position that the piling machine is moved to piling point according to preset path.
In the embodiment of the present invention, the method is applied to the measurement using GNSS measuring system and digs in ground based system,
It includes terminal, the receiving end GNSS and piling machine, the piling machine that ground based system is dug in the measurement using GNSS measuring system
On piling control system is installed, the terminal is connect with the piling control system, the method includes：Obtain building yet to be built
Construction information；It is analyzed to obtain the essential information wait drive piles a little according to construction information；Obtain piling machine first positioning coordinate with
And the second positioning coordinate of the pile monkey on piling machine；According to the essential information wait drive piles a little and it is described first positioning coordinate with
And second positioning coordinate analysis obtain the piling machine and need mobile distance；It is mobile according to preset path to control the piling machine
To the position of piling point.Multiple satellite location signal is received using the receiving end GNSS by means of the present invention, it is fixed to realize more stars
Position technology, so that the position accurate positioning of piling point, stabilization.
Further, following method is realized when the processor 101 executes the computer program：
During piling, the depth of piling is obtained in real time, and the current depth information that will drive piles is sent to terminal；
Terminal is according to the movement process of the current Depth Information Acquistion pile monkey of driving piles and is sent to piling control system.
During piling, terminal can obtain the driving depth of pile monkey in real time, that is to say and surveyed by laser range finder
The data of amount obtain, and terminal is according to the movement process of the current Depth Information Acquistion pile monkey of driving piles and is sent to piling control system
System.
Specifically, terminal according to the movement process of the current Depth Information Acquistion pile monkey of driving piles and is sent to piling control system
It unites and is specially again：Terminal compares the projected depth of driving depth and piling point after getting the current depth information of piling
Size shows that piling is completed when driving depth is identical as projected depth, then sends information to piling control system, piling control
System processed prompts the user with piling and completes, so that user stops piling by lower button.Certainly, it can also use and be automatically stopped here
After the completion of the mode of piling, such as piling, piling control system can tracker action on stake vehicle send corresponding signal, thus
Control pile monkey stops working, and this implementation has very much, and no more detailed description here.
Further, following method is realized when the processor 101 executes the computer program：
Obtain the gradient of pile monkey measured by dipmeter；
The tilt angle of pile monkey is adjusted according to the gradient and the inclination angle of piling point；The dipmeter installation
In on the piling machine.
In piling, the tilt angle of pile monkey can not meet the requirement of piling point at the very start, therefore, to pile monkey
During tilt angle is adjusted, data measured by dipmeter and the inclination angle of piling point are compared, see pile monkey
Inclination.
In addition, the present invention also proposes a kind of computer readable storage medium, when the computer program is executed by processor
The step of realizing method as described above.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (10)
1. ground based method is dug in a kind of measurement using GNSS measuring system, which is characterized in that the method is applied to the utilization
The measurement of GNSS measuring system is dug in ground based system, the measurement using GNSS measuring system dig ground based system include terminal,
The receiving end GNSS and piling machine are equipped with piling control system, the terminal and piling control system on the piling machine
System connection, the method includes：
Obtain the construction information of building yet to be built；
It is analyzed to obtain the essential information wait drive piles a little according to construction information；
Obtain the first positioning coordinate of piling machine and the second positioning coordinate of the pile monkey on piling machine；
It is obtained according to the essential information wait drive piles a little and the first positioning coordinate and the second positioning coordinate analysis described
Piling machine needs mobile distance and the pile monkey to need mobile distance；
Control the position that the piling machine is moved to piling point according to preset path.
2. ground based method is dug in the measurement according to claim 1 using GNSS measuring system, which is characterized in that the acquisition
The step of construction information of building yet to be built includes：
It is constructed by scanning and positions drawing acquisition construction information, the construction information includes the construction area of construction building, construction
The story height of layout, building yet to be built.
3. ground based method is dug in the measurement according to claim 1 using GNSS measuring system, which is characterized in that described wait beat
The essential information of stake point includes the depth and positioning position information of piling.
4. ground based method is dug in the measurement according to claim 1 using GNSS measuring system, which is characterized in that the method
Further include：
During piling, the depth of piling is obtained in real time, and the current depth information that will drive piles is sent to terminal；
Terminal is according to the movement process of the current Depth Information Acquistion pile monkey of driving piles and is sent to piling control system.
5. ground based method is dug in the measurement according to claim 1 using GNSS measuring system, which is characterized in that the method
Further include：
The information of piling point is generated into report and is exported, the information of the piling point includes the rule of the position of piling point, piling point
Lattice and piling time.
6. ground based method is dug in the measurement according to claim 1 using GNSS measuring system, which is characterized in that the method
Further include：
Obtain the gradient of pile monkey measured by dipmeter；
The tilt angle of pile monkey is adjusted according to the gradient and the inclination angle of piling point；The dipmeter is installed on institute
It states on piling machine.
7. ground based system is dug in a kind of measurement using GNSS measuring system, which is characterized in that the system comprises terminals, piling control
System processed and piling machine, are equipped with pile monkey on the piling machine, and the predeterminated position of the piling machine and the pile monkey is installed respectively
There is the receiving end GNSS, the pile monkey is for driving piles；
The terminal and the piling control system data communication；The terminal is used to obtain the construction information of building yet to be built；Also
For being analyzed to obtain the essential information wait drive piles a little according to construction information；
The receiving end GNSS is used to obtain the first positioning coordinate and the pile monkey of piling machine in real time by satellite navigation system
The second positioning coordinate and be sent to terminal；
The terminal is also used to obtain the first positioning coordinate of piling machine and the second positioning coordinate of the pile monkey on piling machine；Root
The piling machine is obtained according to the essential information wait drive piles a little and the first positioning coordinate and the second positioning coordinate analysis
Need mobile distance；
The piling control system is used to control the position that the piling machine is moved to piling point according to preset path.
8. ground based system is dug in the measurement according to claim 7 using GNSS measuring system, which is characterized in that the piling
Dipmeter is also equipped on machine, for reflecting that the gradient of pile monkey, the terminal are also used to obtain pile monkey measured by dipmeter
Gradient, and the tilt angle that adjusts is needed to obtain pile monkey according to the inclination angle of the gradient and piling point, concurrently
Give the piling control system.
9. ground based system, including memory and processor, the memory storage are dug in a kind of measurement using GNSS measuring system
There is computer program, which is characterized in that the processor is realized any in claim 1 to 7 when executing the computer program
The step of item the method.
10. a kind of computer readable storage medium, is stored thereon with computer program, which is characterized in that the computer program
The step of method described in any one of claims 1 to 7 is realized when being executed by processor.
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| CN201810644833.XA CN108897010A (en) | 2018-06-21 | 2018-06-21 | Ground based method, system and storage medium are dug using the measurement of GNSS measuring system |
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| CN201810644833.XA CN108897010A (en) | 2018-06-21 | 2018-06-21 | Ground based method, system and storage medium are dug using the measurement of GNSS measuring system |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736310A (en) * | 2019-01-15 | 2019-05-10 | 安徽恒坤地基基础工程有限公司 | A kind of method that piling can be accurately positioned |
| CN110552349A (en) * | 2019-09-12 | 2019-12-10 | 中交二公局第五工程有限公司 | Construction method based on Internet of things accurate control in special treatment of highway bridges and soft foundations |
| CN111832100A (en) * | 2020-06-15 | 2020-10-27 | 中交疏浚技术装备国家工程研究中心有限公司 | Intubation tube positioning system |
| CN114912811A (en) * | 2022-05-23 | 2022-08-16 | 安徽路达公路工程有限责任公司 | A method for positioning and fixing a pile of a highway and a highway construction system |
| CN115419120A (en) * | 2022-06-08 | 2022-12-02 | 山东大学 | Highway subgrade settlement monitoring and predicting method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736310A (en) * | 2019-01-15 | 2019-05-10 | 安徽恒坤地基基础工程有限公司 | A kind of method that piling can be accurately positioned |
| CN110552349A (en) * | 2019-09-12 | 2019-12-10 | 中交二公局第五工程有限公司 | Construction method based on Internet of things accurate control in special treatment of highway bridges and soft foundations |
| CN111832100A (en) * | 2020-06-15 | 2020-10-27 | 中交疏浚技术装备国家工程研究中心有限公司 | Intubation tube positioning system |
| CN111832100B (en) * | 2020-06-15 | 2022-05-27 | 中交疏浚技术装备国家工程研究中心有限公司 | Intubation tube positioning system |
| CN114912811A (en) * | 2022-05-23 | 2022-08-16 | 安徽路达公路工程有限责任公司 | A method for positioning and fixing a pile of a highway and a highway construction system |
| CN115419120A (en) * | 2022-06-08 | 2022-12-02 | 山东大学 | Highway subgrade settlement monitoring and predicting method |
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