CN110158607A - Supporting pile construction method and system - Google Patents
Supporting pile construction method and system Download PDFInfo
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- CN110158607A CN110158607A CN201910338500.9A CN201910338500A CN110158607A CN 110158607 A CN110158607 A CN 110158607A CN 201910338500 A CN201910338500 A CN 201910338500A CN 110158607 A CN110158607 A CN 110158607A
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- support pile
- construction
- location information
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- pile
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C11/00—Photogrammetry or videogrammetry, e.g. stereogrammetry; Photographic surveying
Abstract
The present invention relates to the technical fields of construction, and more particularly, to a kind of supporting pile construction method and system, supporting pile construction method includes: S10: obtaining foundation pit construction drawing, obtain support pile construction location information according to the foundation pit construction drawing；S20: construction site image data is obtained by the photographic device of unmanned plane terminal, and construction site threedimensional model is constructed according to the construction site image data；S30: it is calculated by support pile construction location information to the foundation pit construction drawing and the construction site threedimensional model, obtains live support pile location information；S40: the live support pile location information is sent to the unmanned plane terminal, the unmanned plane terminal positions support pile position according to the live support pile location information and the construction site image data.The present invention has the effect of improving engineering progress efficiency.
Description
Technical field
The present invention relates to the technical fields of construction, more particularly, to a kind of supporting pile construction method and system.
Background technique
Currently, foundation pit is the heatable adobe sleeping platform excavated in basic engineering position by substrate absolute altitude and basic plane size.It is excavating
When foundation pit, foundation pit collapse, needs to carry out pattern foundation pit supporting structure processing in order to prevent.When carrying out pattern foundation pit supporting structure, support pile pair can be passed through
Foundation pit carries out supporting.In construction supporting stake, will do it measurement and positioning first, after measurement and positioning, then to support pile into
Row construction.
It is existing when measuring positioning to support pile, it is right usually by artificial referring to design drawing and corresponding instrument
Support pile measures positioning.Due to generating error by the artificial positioning carried out in this way to support pile
Probability can rise, or for accurate measurement and positioning, can occupy a large amount of time and go to calibrate, influence the efficiency of engineering progress, because
There are rooms for improvement for this.
Summary of the invention
The object of the present invention is to provide a kind of error for reducing supporting pile driving construction, the support pile for improving engineering progress efficiency is applied
Work method and system.
Foregoing invention purpose one of the invention has the technical scheme that
A kind of supporting pile construction method, the supporting pile construction method include:
S10: obtaining foundation pit construction drawing, obtains support pile construction location information according to the foundation pit construction drawing；
S20: construction site image data is obtained by the photographic device of unmanned plane terminal, and according to the construction site picture number
According to building construction site threedimensional model；
S30: pass through the support pile construction location information and construction site threedimensional model progress to the foundation pit construction drawing
It calculates, obtains live support pile location information；
S40: the live support pile location information is sent to the unmanned plane terminal, the unmanned plane terminal is according to described existing
Field support pile location information and the construction site image data position support pile position.
By using above-mentioned technical proposal, by using unmanned air vehicle technique, shooting scanning is carried out to foundation pit construction scene, then
According to scanning as a result, positioned using unmanned plane at foundation pit construction scene, according to positioning as a result, being carried out to support pile
Construction, by unmanned air vehicle technique, more precisely can determine the position of support pile at foundation pit construction scene；Further, by with
Construction site image data constructs construction site threedimensional model, and positions support pile position according to the construction site threedimensional model
It sets, the position of support pile can be made more accurate, while also saving labor costs and going the plenty of time to calibrate, improve engineering progress
Efficiency.
The present invention is further arranged to: step S10 includes:
S11: each support pile location information is obtained in the foundation pit construction drawing；
S12: by establishing two-dimensional coordinate system in the foundation pit construction drawing, each support pile location information is obtained in institute
The coordinate points in two-dimensional coordinate system are stated, using the corresponding coordinate points of each support pile location information as the supporting pile driving construction
Location information.
By using above-mentioned technical proposal, by constructing two-dimensional coordinate system in foundation pit construction drawing, and the two of building
Support pile location information is converted to coordinate points in dimension coordinate system, so that the support pile acquired from foundation pit construction drawing is applied
Work location information is more acurrate, is also convenient for calculating the relative position between support pile.
The present invention is further arranged to: step S30 includes:
S31: according to the construction site threedimensional model, site coordinate system is established in the construction site image data；
S32: obtaining actual coordinate point according to the support pile construction location acquisition of information in the site coordinate system, will be described
Actual coordinate point is as the live support pile location information.
By using above-mentioned technical proposal, according to the construction site threedimensional model of building, in the construction site threedimensional model
Middle building site coordinate system, can be carrying out the position of support pile in the site coordinate system in the form of actual coordinate point
Label, so that capableing of the position of more acurrate positioning support pile when foundation pit construction in-site measurement positions the position of the support pile.
The present invention is further arranged to: step S40 includes:
S41: support pile localization message is sent to the unmanned plane terminal according to the live support pile location information, described in control
Unmanned plane terminal positions support pile；
S42: the unmanned plane terminal is after getting the support pile localization message, according to the construction site image data,
Support pile position is marked at foundation pit construction scene.
Unmanned plane end is passed through according to the support pile location information in coordinate system at the scene by using above-mentioned technical proposal
End is marked support pile position according to the support pile location information, while guaranteeing the accuracy of label, also mentions significantly
The high efficiency that positioning is measured to support pile.
The present invention is further arranged to: after in step s 40, the supporting pile construction method further include:
S50: when constructing to support pile, bearing data at the top of support pile is obtained by the unmanned plane terminal, and to institute
It states bearing data at the top of support pile and carries out verticality verification；
S60: if the verticality check results are calculated, the angle data on support pile and ground are obtained；
S70: if the angle data are greater than preset threshold value, support pile offset message is generated and sent.
By using above-mentioned technical proposal, bulk sound-hard obstacle, two section stake decentractions or soil body density irregularity are being encountered
When, the angle between support pile meeting and ground changes, and will lead to foundation pit collapse or support pile fracture when serious, passes through nothing
Man-machine technology calculates the angle data of support pile and ground in supporting pile driving construction, being capable of more quick and accurately acquisition
Offset whether is generated in construction to support pile, and can timely inform construction personnel after sending deviation, is eliminated artificial
The step of verification, improves the efficiency of construction, also ensures the accuracy of result.
Foregoing invention purpose two of the invention has the technical scheme that
A kind of support pile construction system, the support pile construction system include:
Drawing processing module obtains support pile construction location according to the foundation pit construction drawing for obtaining foundation pit construction drawing
Information；
Unmanned plane shooting module, for obtaining construction site image data by the photographic device of unmanned plane terminal, and according to institute
State construction site image data building construction site threedimensional model；
Computing module, for passing through the support pile construction location information and construction site three-dimensional to the foundation pit construction drawing
Model is calculated, and live support pile location information is obtained；
Unmanned plane mapping module, for the live support pile location information to be sent to the unmanned plane terminal, it is described nobody
Machine terminal positions support pile position according to the live support pile location information and the construction site image data.
By using above-mentioned technical proposal, by using unmanned air vehicle technique, shooting scanning is carried out to foundation pit construction scene, then
According to scanning as a result, positioned using unmanned plane at foundation pit construction scene, according to positioning as a result, being carried out to support pile
Construction, by unmanned air vehicle technique, more precisely can determine the position of support pile at foundation pit construction scene；Further, by with
Construction site image data constructs construction site threedimensional model, and positions support pile position according to the construction site threedimensional model
It sets, the position of support pile can be made more accurate, while also saving labor costs and going the plenty of time to calibrate, improve engineering progress
Efficiency.
In conclusion advantageous effects of the invention are as follows:
1. shooting scanning is carried out to foundation pit construction scene by using unmanned air vehicle technique, further according to scanning as a result, using nobody
Machine is positioned at foundation pit construction scene, as a result, construct to support pile, is passing through unmanned air vehicle technique, energy according to positioning
It is enough more precisely to determine the position of support pile at foundation pit construction scene；Further, by being applied with the building of construction site image data
Work scene threedimensional model, and support pile position is positioned according to the construction site threedimensional model, the position of support pile can be made more
Accurately, while also labor costs are saved to go the plenty of time to calibrate, improve the efficiency of engineering progress；
2. calculate the angle data of support pile and ground in supporting pile driving construction by unmanned air vehicle technique, can more fast with
And accurately get whether support pile generates offset in construction, and constructor can be timely informed after sending deviation
Member, improves the efficiency of construction, also ensures the accuracy of result the step of eliminating desk checking.
Detailed description of the invention
Fig. 1 is a flow chart of supporting pile construction method in one embodiment of the invention；
Fig. 2 is the implementation flow chart of step S10 in supporting pile construction method in one embodiment of the invention；
Fig. 3 is the implementation flow chart of step S30 in supporting pile construction method in one embodiment of the invention；
Fig. 4 is the implementation flow chart of step S40 in supporting pile construction method in one embodiment of the invention；
Fig. 5 is another flow chart in one embodiment of the invention in supporting pile construction method；
Fig. 6 is a functional block diagram of support pile construction system in one embodiment of the invention.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Embodiment one:
In one embodiment, as shown in Figure 1, specifically including following step the invention discloses a kind of supporting pile construction method method
It is rapid:
S10: obtaining foundation pit construction drawing, obtains support pile construction location information according to foundation pit construction drawing.
In the present embodiment, foundation pit construction drawing refers in excavation pit and the work safeguarded to the foundation pit excavated
Journey drawing.The foundation pit construction drawing includes specific location, shape, construction and the construction requirement etc. for indicating excavation of foundation pit planning
Content.Support pile specifically refers to static pressed pile, and static pressed pile is a kind of method of engineering pile foundation construction, and static pressure pile method construction is by quiet
The mechanism of pile of power pile press machine provides counter-force with the counterweight in pile press machine self weight and rack and prefabricated pile is pressed into the pile sinking in soil
Technique.Static pressed pile: advantage completely avoids vibration, noise and pollution caused by impact pile driving, therefore has when construction to stake
Without destroy, construct it is noiseless, without friction, without impact force, it is pollution-free the advantages that.Support pile construction location information refers to be applied in foundation pit
In work drawing, it is labeled with the information of support pile specific location.
Specifically, before constructing to foundation pit, after planning the good foundation pit construction drawing in advance, according to the engineering name of construction
Claim or related expression is marked, the unique identification as the foundation pit construction figure.Further, according to the unique identification, from
The foundation pit construction drawing is obtained in preset database.
After getting foundation pit construction drawing, corresponding support pile construction location letter is obtained from the foundation pit construction drawing
Breath.
S20: construction site image data is obtained by the photographic device of unmanned plane terminal, and according to construction site picture number
According to building construction site threedimensional model.
In the present embodiment, unmanned plane terminal refers to specific civilian, and has the unmanned plane of photographic device.Construction site
Image data refers in excavation pit, the image data of live condition of construction.
Specifically, by sending the order of shooting image to unmanned plane terminal, showed with controlling unmanned plane terminal and flying to construct
Field simultaneously shoots construction site by the photographic device of unmanned plane terminal, obtains the construction site image data.Further
Ground can be equipped with the apparatus module for sending and receiving data, such as Wi-Fi module or bluetooth mould in the unmanned plane terminal
Block etc., by the construction site, image data is sent to background monitoring platform and handles.Further, by the construction site image
Data pass through the existing technology for constructing threedimensional model, such as BIM(Building Information Modeling, building letter
Cease model) technology, construct the construction site threedimensional model.
Preferably, the basic data that can be needed according to the construction site threedimensional model is constructed, sends to the unmanned plane terminal
Corresponding instruction, the unmanned plane terminal shoot construction site according to the instruction, to obtain corresponding construction site figure
As data.
S30: being calculated by support pile construction location information to foundation pit construction drawing and construction site threedimensional model,
Obtain live support pile location information.
Specifically, three-dimensional from the ratio and construction site obtained in foundation pit construction drawing between practice of construction scene
Ratio between model and practice of construction scene, calculates the ratio between foundation pit construction drawing and construction site threedimensional model, example
Such as, the ratio between foundation pit construction drawing and practice of construction scene is 1:1000, and construction site threedimensional model and practice of construction are existing
The ratio of field is 1:1500, the then ratio according to calculating, between available foundation pit construction drawing and construction site threedimensional model
For 2:3.
Further, according to the support pile construction location information and foundation pit construction drawing and construction in foundation pit construction drawing
Ratio between live threedimensional model will be marked, in turn in support pile construction location information at the construction field (site) threedimensional model
Obtain live support pile location information.
S40: live support pile location information is sent to unmanned plane terminal, unmanned plane terminal is according to live support pile position
Information and construction site image data position support pile position.
In the present embodiment, support pile position refers to support pile specific position in actual foundation pit construction scene.
Specifically, by the ratio between the support pile location information and construction site threedimensional model and practice of construction scene
It is sent to the unmanned plane terminal, the unmanned plane terminal is according to the ratio and support pile location information and construction site picture number
According to flight specific position into practice of construction scene positions support pile position using the mode of spray painting.
In the present embodiment, by using unmanned air vehicle technique, shooting scanning is carried out to foundation pit construction scene, further according to scanning
As a result, positioned using unmanned plane at foundation pit construction scene, as a result, construct to support pile, lead to according to positioning
Unmanned air vehicle technique is crossed, more precisely can determine the position of support pile at foundation pit construction scene；Further, by with construction site
Image data constructs construction site threedimensional model, and positions support pile position according to the construction site threedimensional model, can make
The position of support pile is more accurate, while also saving labor costs and going the plenty of time to calibrate, and improves the efficiency of engineering progress.
In one embodiment, as Fig. 2 is real-time, in step slo, i.e. acquisition foundation pit construction drawing, according to foundation pit construction figure
Paper obtains support pile construction location information, specifically comprises the following steps:
S11: each support pile location information is obtained in foundation pit construction drawing.
Specifically, the information for being labeled with the position of support pile is obtained from foundation pit construction drawing one by one, as the support pile
Location information.
S12: it by establishing two-dimensional coordinate system in foundation pit construction drawing, obtains each support pile location information and is sat in two dimension
Coordinate points in mark system, using the corresponding coordinate points of each support pile location information as support pile construction location information.
In the present embodiment, two-dimensional coordinate system refers to the coordinate system established in foundation pit construction drawing.
Specifically, datum mark is chosen in any one place in foundation pit construction drawing, is can be in the present embodiment by it
In a support pile location information as the origin, origin through the datum mark as coordinate system passes through the origin and constructs right angle
Coordinate system, and using the rectangular coordinate system as the two-dimensional coordinate system.
Further, according to each support pile location information acquired in step S11, pass through the two-dimensional coordinate of foundation
Each support pile location information is converted to coordinate points by system, and using the corresponding coordinate points of each support pile location information as branch
Fender pile construction location information.
In one embodiment, as shown in figure 3, in step s 30, that is, passing through the supporting pile driving construction position to foundation pit construction drawing
Confidence breath and construction site threedimensional model are calculated, and are obtained live support pile location information, are specifically comprised the following steps:
S31: according to construction site threedimensional model, site coordinate system is established in image data at the construction field (site).
In the present embodiment, site coordinate system refers to the three-dimensional system of coordinate established in threedimensional model at the construction field (site).
Specifically, by the origin in two-dimensional coordinate system, as the origin in the construction site coordinate system, and by two-dimensional coordinate
X-axis and Y-axis in system establishes corresponding Z axis as the X-axis and Y-axis in the coordinate system of construction site on the origin, is somebody's turn to do
Site coordinate system.
S32: according to actual coordinate point is obtained in support pile construction location acquisition of information at the scene coordinate system, by actual coordinate
Point is as live support pile location information.
Specifically, according to the X-axis obtained in support pile construction location acquisition of information at the scene coordinate system in actual coordinate point
With the coordinate points of Y-axis, further, according to the ratio of the length of support pile and construction site threedimensional model and practice of construction scene
Example, determines Z axis coordinate points, and then obtain the actual coordinate point, and using actual coordinate point as live support pile location information.
Further, according to the position in the actual coordinate point at the construction field (site) threedimensional model, by the actual coordinate point with
Corresponded in the image data of construction site, obtain the actual coordinate point at the construction field (site) in specific position.
In one embodiment, as shown in figure 4, in step s 40, i.e., live support pile location information is sent to unmanned plane
Terminal, unmanned plane terminal positions support pile position according to live support pile location information and construction site image data, specific to wrap
Include following steps:
S41: support pile localization message is sent to unmanned plane terminal according to live support pile location information, controls unmanned plane terminal pair
Support pile is positioned.
Specifically, by the specific location in the origin in site coordinate system at the construction field (site) threedimensional model, at the construction field (site)
It is marked in image data, and the point of label is sent to unmanned plane terminal, the datum mark as unmanned plane terminal flight.
Further, control unmanned plane terminal is flown the origin into site coordinate system, i.e., the position of one of support pile
Set, according to the ratio in one practice of construction place of construction site threedimensional model, calculate between support pile adjacent two-by-two it is true away from
From and heading, positioning according to the actual distance and heading as support pile.
S42: unmanned plane terminal, according to construction site image data, is applied after getting support pile localization message in foundation pit
Support pile position is marked in work scene.
Specifically, after positioning, support pile localization message is sent to unmanned plane terminal, for controlling unmanned plane terminal
The position of supporting pile driving construction is marked at the construction field (site) according to the result that step S41 is positioned.
Further, unmanned plane terminal is navigated according to construction site image data and by photographic device, flight
To each support pile position, it is marked.The mode of the label, which can be, carries out spray coated paint using unmanned plane terminal, can also be with
It is to be illuminated at support pile position, handmarking is carried out by place of the staff to illumination, specific mark mode is at this
With no restrictions, staff of being subject to understand that the position of specific supporting pile driving construction at the construction field (site) to scheme.
In one embodiment, as shown in figure 5, after the step s 40, supporting pile construction method further includes following steps:
S50: when constructing to support pile, bearing data at the top of support pile is obtained by unmanned plane terminal, and to support pile
Top bearing data carries out verticality verification.
In the present embodiment, support pile top bearing data refers to the position of each support pile one end opposite with top surface
Data.Verticality verification refers to verification support pile degree perpendicular to the ground.
Specifically, RF transmitter or laser emitter can be installed at the top of support pile, pass through the infrared ray
Transmitter or laser emitter send the light parallel with support pile length direction, and by fixing in the bottom of unmanned plane terminal
There is the receiver for receiving the light.
Further, control unmanned plane terminal keeps opposing stationary with ground, if support pile and the angle on ground change
Become, i.e., support pile generates in construction and generates offset with the angle on ground, and can drive simultaneously has RF transmitter or laser hair
The light that emitter issues generates displacement, the result that the displacement of the generation is verified as verticality in the bottom of unmanned plane terminal.
S60: if verticality check results are calculated, the angle data on support pile and ground are obtained.
Specifically, the distance according to unmanned plane terminal apart from ground and verticality verification be as a result, by trigonometric function,
Calculate the angle data of support pile and ground.
For example, distance of the unmanned plane terminal apart from ground is 10m, verticality check results are 1m, then according to trigonometric function
In tan function, the angle data for calculating support pile and ground are about 5.71 °, i.e., support pile produces about 5.71 °
Offset.
S70: if angle data are greater than preset threshold value, support pile offset message is generated and sent.
In the present embodiment, preset threshold value refers between the support pile specified according to the relevant criterion of construction and ground
Angle allow generate deviate range.
Specifically, if the angle data are greater than preset threshold value, support pile offset message is generated and sent, prompts work
Verticality, cleaning underground obstacle or the sequence for adjusting piling of the timely timely correction support pile stake of personnel.
It should be understood that the size of the serial number of each step is not meant that the order of the execution order in above-described embodiment, each process
Execution sequence should be determined by its function and internal logic, the implementation process without coping with the embodiment of the present invention constitutes any limit
It is fixed.
Embodiment two:
In one embodiment, a kind of support pile construction system is provided, support pile in the support pile construction system and above-described embodiment
Construction method corresponds.As shown in fig. 6, the support pile construction system includes drawing processing module 10, unmanned plane shooting module
20, computing module 30 and unmanned plane mapping module 40.Detailed description are as follows for each functional module:
Drawing processing module 10 obtains supporting pile driving construction position according to the foundation pit construction drawing for obtaining foundation pit construction drawing
Confidence breath；
Unmanned plane shooting module 20, for the photographic device acquisition construction site image data by unmanned plane terminal, and according to
The construction site image data constructs construction site threedimensional model；
Computing module 30, for passing through support pile construction location information to the foundation pit construction drawing and the construction site three
Dimension module is calculated, and live support pile location information is obtained；
Unmanned plane mapping module 40, for the live support pile location information to be sent to the unmanned plane terminal, the nothing
Man-machine terminal positions support pile position according to the live support pile location information and the construction site image data.
Preferably, drawing processing module 10 includes:
Location information acquisition submodule 11, for obtaining each support pile location information in the foundation pit construction drawing；
It is submodule 12 that two dimension, which is built, for obtaining each described by establishing two-dimensional coordinate system in the foundation pit construction drawing
Coordinate points of the support pile location information in the two-dimensional coordinate system, by the corresponding coordinate points of each support pile location information
As the support pile construction location information.
Preferably, computing module 30 includes:
It is submodule 31 that three-dimensional, which is built, for being built in the construction site image data according to the construction site threedimensional model
Vertical site coordinate system；
Coordinate points transform subblock 32, for being obtained in the site coordinate system according to the support pile construction location acquisition of information
Actual coordinate point is taken, using the actual coordinate point as the live support pile location information.
Preferably, unmanned plane mapping module 40 includes:
Unmanned plane positioning submodule 41, for sending supporting to the unmanned plane terminal according to the live support pile location information
Stake localization message, controls the unmanned plane terminal and positions to support pile；
Unmanned plane marks submodule 42, for the unmanned plane terminal after getting the support pile localization message, according to institute
Construction site image data is stated, support pile position is marked at foundation pit construction scene.
Preferably, support pile construction system further include:
Verticality correction verification module 50, for obtaining supporting stake top by the unmanned plane terminal when constructing to support pile
Portion's bearing data, and verticality verification is carried out to bearing data at the top of the support pile；
Angle calcu-lation module 60 obtains the angle number on support pile and ground if being calculated for the verticality check results
According to；
Message transmission module 70 generates and sends support pile offset and disappears if being greater than preset threshold value for the angle data
Breath.
Specific about support pile construction system limits the restriction that may refer to above for supporting pile construction method,
This is repeated no more.Modules in above-mentioned support pile construction system can come fully or partially through software, hardware and combinations thereof
It realizes.Above-mentioned each module can be embedded in the form of hardware or independently of in the processor in computer equipment, can also be with software
Form is stored in the memory in computer equipment, executes the corresponding operation of the above modules in order to which processor calls.
Claims (10)
1. a kind of supporting pile construction method, which is characterized in that the supporting pile construction method includes:
S10: obtaining foundation pit construction drawing, obtains support pile construction location information according to the foundation pit construction drawing；
S20: construction site image data is obtained by the photographic device of unmanned plane terminal, and according to the construction site picture number
According to building construction site threedimensional model；
S30: pass through the support pile construction location information and construction site threedimensional model progress to the foundation pit construction drawing
It calculates, obtains live support pile location information；
S40: the live support pile location information is sent to the unmanned plane terminal, the unmanned plane terminal is according to described existing
Field support pile location information and the construction site image data position support pile position.
2. supporting pile construction method as described in claim 1, which is characterized in that step S10 includes:
S11: each support pile location information is obtained in the foundation pit construction drawing；
S12: by establishing two-dimensional coordinate system in the foundation pit construction drawing, each support pile location information is obtained in institute
The coordinate points in two-dimensional coordinate system are stated, using the corresponding coordinate points of each support pile location information as the supporting pile driving construction
Location information.
3. supporting pile construction method as described in claim 1, which is characterized in that step S30 includes:
S31: according to the construction site threedimensional model, site coordinate system is established in the construction site image data；
S32: obtaining actual coordinate point according to the support pile construction location acquisition of information in the site coordinate system, will be described
Actual coordinate point is as the live support pile location information.
4. supporting pile construction method as described in claim 1, which is characterized in that step S40 includes:
S41: support pile localization message is sent to the unmanned plane terminal according to the live support pile location information, described in control
Unmanned plane terminal positions support pile；
S42: the unmanned plane terminal is after getting the support pile localization message, according to the construction site image data,
Support pile position is marked at foundation pit construction scene.
5. supporting pile construction method as described in claim 1, which is characterized in that after the step s 40, the supporting pile driving construction
Method further include:
S50: when constructing to support pile, bearing data at the top of support pile is obtained by the unmanned plane terminal, and to institute
It states bearing data at the top of support pile and carries out verticality verification；
S60: if the verticality check results are calculated, the angle data on support pile and ground are obtained；
S70: if the angle data are greater than preset threshold value, support pile offset message is generated and sent.
6. a kind of support pile construction system, which is characterized in that the support pile construction system includes:
Drawing processing module obtains support pile construction location according to the foundation pit construction drawing for obtaining foundation pit construction drawing
Information；
Unmanned plane shooting module, for obtaining construction site image data by the photographic device of unmanned plane terminal, and according to institute
State construction site image data building construction site threedimensional model；
Computing module, for passing through the support pile construction location information and construction site three-dimensional to the foundation pit construction drawing
Model is calculated, and live support pile location information is obtained；
Unmanned plane mapping module, for the live support pile location information to be sent to the unmanned plane terminal, it is described nobody
Machine terminal positions support pile position according to the live support pile location information and the construction site image data.
7. support pile construction system as claimed in claim 6, which is characterized in that the drawing processing module includes:
Location information acquisition submodule, for obtaining each support pile location information in the foundation pit construction drawing；
It is submodule that two dimension, which is built, for obtaining each branch by establishing two-dimensional coordinate system in the foundation pit construction drawing
Coordinate points of the fender pile location information in the two-dimensional coordinate system make the corresponding coordinate points of each support pile location information
For the support pile construction location information.
8. support pile construction system as claimed in claim 6, which is characterized in that the computing module includes:
It is submodule that three-dimensional, which is built, for being established in the construction site image data according to the construction site threedimensional model
Site coordinate system；
Coordinate points transform subblock, for being obtained in the site coordinate system according to the support pile construction location acquisition of information
Actual coordinate point, using the actual coordinate point as the live support pile location information.
9. support pile construction system as claimed in claim 6, which is characterized in that the unmanned plane mapping module includes:
Unmanned plane positioning submodule, for sending support pile to the unmanned plane terminal according to the live support pile location information
Localization message controls the unmanned plane terminal and positions to support pile；
Unmanned plane marks submodule, for the unmanned plane terminal after getting the support pile localization message, according to described
Construction site image data is marked support pile position at foundation pit construction scene.
10. support pile construction system as claimed in claim 6, which is characterized in that the support pile construction system further include:
Verticality correction verification module, for being obtained at the top of support pile by the unmanned plane terminal when constructing to support pile
Bearing data, and verticality verification is carried out to bearing data at the top of the support pile；
Angle calcu-lation module obtains the angle data on support pile and ground if being calculated for the verticality check results；
Message transmission module generates and sends support pile offset message if being greater than preset threshold value for the angle data.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910338500.9A CN110158607A (en) | 2019-04-25 | 2019-04-25 | Supporting pile construction method and system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910338500.9A CN110158607A (en) | 2019-04-25 | 2019-04-25 | Supporting pile construction method and system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110158607A true CN110158607A (en) | 2019-08-23 |
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| CN111294570A (en) * | 2020-03-27 | 2020-06-16 | 扬州大学 | Intelligent building construction system based on unmanned aerial vehicle and use method thereof |
| CN111710042A (en) * | 2020-06-17 | 2020-09-25 | 广东水电二局股份有限公司 | Foundation pit construction pile arrangement method based on oblique images |
| CN111814236A (en) * | 2020-07-03 | 2020-10-23 | 广东恒实建设工程有限公司 | Foundation pit excavation engineering design method based on BIM technology |
| CN112085791A (en) * | 2020-08-26 | 2020-12-15 | 广州市纬纶国际建筑设计有限公司 | Automatic positioning method, device and equipment for construction design drawing and storage medium |
| CN115854995A (en) * | 2022-12-28 | 2023-03-28 | 北京中建建筑科学研究院有限公司 | Foundation pile measuring system and method based on unmanned aerial vehicle surveying and mapping |
| CN116465455A (en) * | 2023-04-12 | 2023-07-21 | 山西建筑工程集团有限公司 | Integrated digital monitoring method and system for physical indexes of soil body |
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| CN111294570A (en) * | 2020-03-27 | 2020-06-16 | 扬州大学 | Intelligent building construction system based on unmanned aerial vehicle and use method thereof |
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| CN115854995B (en) * | 2022-12-28 | 2023-12-26 | 北京中建建筑科学研究院有限公司 | Foundation pile measurement system and method based on unmanned aerial vehicle mapping |
| CN116465455A (en) * | 2023-04-12 | 2023-07-21 | 山西建筑工程集团有限公司 | Integrated digital monitoring method and system for physical indexes of soil body |
| CN116465455B (en) * | 2023-04-12 | 2023-10-20 | 山西建筑工程集团有限公司 | Integrated digital monitoring method and system for physical indexes of soil body |
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