CN109339090A - Anchor bolt positioning control system - Google Patents
Anchor bolt positioning control system Download PDFInfo
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- CN109339090A CN109339090A CN201811141125.0A CN201811141125A CN109339090A CN 109339090 A CN109339090 A CN 109339090A CN 201811141125 A CN201811141125 A CN 201811141125A CN 109339090 A CN109339090 A CN 109339090A
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- Prior art keywords
- anchor bolt
- bim
- dimensional coordinate
- information
- positioning
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
Abstract
The invention discloses a kind of anchor bolt positioning control system, the anchor bolt positioning control system includes installation control module and BIM analysis module；The installation control module is directed to the installation process of cast-in fixing bolt, carries out whole measurement and monitoring；Meanwhile recording the corresponding three-dimensional coordinate of anchor bolt in actual installation process；The three-dimensional coordinate for the anchor bolt that the BIM analysis module is recorded according to the installation control module, utilize the BIM model of foundation, the three-dimensional coordinate for other construction sets that the three-dimensional coordinate of the anchor bolt of record need to be coupled with anchor bolt in the BIM model is compared and analyzed, based on the analysis results, the positioning of anchor bolt is determined；With the beneficial effect for controlling anchor bolt measurement and positioning in such a way that BIM technology is combined with live total station three-dimensional coordinate observation technology, it is ensured that the precision of anchor bolt positioning improves construction efficiency.
Description
Technical field
The present invention relates to technical field of building construction, in particular to a kind of anchor bolt positioning control system.
Background technique
With the development of Chinese national economy, structural steelwork also increasingly by the favor of construction unit, all kinds of bases
Pre-buried sill anchor is largely used, and sill anchor construction precision is to influence the highly important factor of Steel Structure Installation quality.Than
Such as, the huge column cast-in fixing bolt for needing to use in specific construction, the huge column cast-in fixing bolt is in double circle phase cut type arrangements, anchor bolt
Quantity is more, and it is big to install positioning difficulty now；And concrete Massive Concrete Foundation Slab can generate extruding to anchor bolt when pouring, and influence anchor
The final positioning accuracy of bolt.In actual construction, in embedded column base design, sill anchor directly anchors into pile foundation
The way of plinth is more typical, and vacant state in sill anchor installation process, and sill anchor is pre-buried to have positioning, fixed difficult, work
The problems such as poor, speed is slow, uneconomical is imitated, therefore how the positioning of anchor bolt is accurately controlled, is become at present urgently
One of solve the problems, such as.
Summary of the invention
The present invention provides a kind of anchor bolt positioning control system based on BIM technology, using BIM technology and live total station three
The mode that dimension coordinate survey technology combines, controls the measurement and positioning of anchor bolt.
The present invention provides a kind of anchor bolt positioning control system, the anchor bolt positioning control system includes installation control module
With BIM analysis module；Wherein:
The installation control module is directed to the installation process of cast-in fixing bolt, carries out whole measurement and monitoring；Meanwhile it recording real
The corresponding three-dimensional coordinate of anchor bolt in the installation process of border；
The BIM analysis module utilizes the BIM of foundation according to the three-dimensional coordinate of the anchor bolt of the installation control module record
Model, by the three-dimensional for other construction sets that anchor bolt need to be coupled in the three-dimensional coordinate of the anchor bolt of record and the BIM model
Coordinate compares and analyzes, and based on the analysis results, determines the positioning of anchor bolt.
Preferably, the installation control module using four erection stages of the total station to cast-in fixing bolt measure with
Track, and according to measurement result, control the positioning of anchor bolt；
Wherein, four erection stages include:
The anchor bolt preassembling stage, the anchor bolt installation process stage, anchor bolt is installed the stage and the corresponding bottom plate of anchor bolt pours
Build the completion stage.
Preferably, the installation control module establishes the corresponding coordinate system of anchor bolt positioning figure using default mapping software, and
The three-dimensional coordinate of anchor bolt is determined according to the coordinate system of foundation；
Preliminary surveying is carried out using anchor bolt of the total station to the preassembling stage, obtains the corresponding measurement coordinate of anchor bolt；By institute
It states measurement coordinate and is compared with the three-dimensional coordinate determined, according to comparison result, fixed anchor bolt；
In anchor bolt installation process, tracking is measured to anchor bolt using total station, it is pre- whether identification anchor bolt position meets
If condition；And when anchor bolt position is unsatisfactory for preset condition, anchor bolt is fixed after anchor bolt is adjusted to the position for meeting preset condition；
Before anchor bolt is installed but carries out the corresponding bottom slab concreting of anchor bolt, continues with total station and anchor bolt is surveyed
Whether amount tracking, identification anchor bolt position meet preset condition；And when anchor bolt position is unsatisfactory for preset condition, by anchor bolt adjust to
Anchor bolt is fixed after meeting the position of preset condition；
After the completion of anchor bolt corresponding bottom slab concreting but before not final condensation, repetition measurement is carried out to anchor bolt position, is identified simultaneously
Whether anchor bolt position meets preset condition；And when anchor bolt position is unsatisfactory for preset condition, anchor bolt is adjusted to the default item of satisfaction
The position of part.
Preferably, the installation control module carries out preliminary surveying using anchor bolt of the total station to the preassembling stage, and will
Obtained measurement coordinate is measured to be compared with the three-dimensional coordinate determined；
If the deviation between the measurement coordinate and three-dimensional coordinate exceeds predetermined deviation range, anchor bolt position is adjusted, is made
Deviation between anchor bolt coordinate adjusted and the three-dimensional coordinate is within the scope of the predetermined deviation, and by anchor bolt adjusted
It is fixed on corresponding anchor bolt fixed frame or on anchor bolt lock；
Before civil engineering assembling reinforcement is completed but does not pour concrete, tracking is measured to anchor bolt using total station；If monitoring
To there is anchor bolt of the displacement beyond predetermined deviation range, then adjust within the scope of the anchor bolt position to predetermined deviation, and use point
The bottom transition frame corresponding with the anchor bolt of anchor bolt of the mode of weldering by displacement beyond predetermined deviation range is fixedly connected；
After the completion of concrete placings but before not final condensation, repetition measurement is carried out to the position of anchor bolt, if it is super to monitor anchor bolt displacement
Displacement is then corrected by the way of jack beyond the anchor bolt of predetermined deviation range, makes the anchor by predetermined deviation range out
The displacement of bolt is within the scope of predetermined deviation.
Preferably, the installation control module utilizes total station, carries out to other construction sets being coupled with anchor bolt
Measurement, obtains the three-dimensional coordinate for other construction sets that measurement obtains, and the three-dimensional coordinate of other construction sets is sent to BIM
Analysis module；
The BIM analysis module is built according to the three-dimensional coordinate of anchor bolt after the three-dimensional coordinate of other construction sets and adjustment
Vertical BIM model；
Using BIM model, the three-dimensional coordinate of anchor bolt is compared after the three-dimensional coordinate and adjustment to other construction sets
Analysis, whether the three-dimensional coordinate of the three-dimensional coordinate and anchor bolt after adjustment that judge other construction sets is in predetermined deviation range
It is interior；
If the three-dimensional coordinate of anchor bolt is within the scope of predetermined deviation after the three-dimensional coordinate of other construction sets and adjustment, i.e.,
Judge that anchor bolt can be coupled thereby executing corresponding constructing operation to other construction sets, it is determined that anchor bolt is determined
Position；
If the three-dimensional coordinate of anchor bolt is not within the scope of predetermined deviation after the three-dimensional coordinate of other construction sets and adjustment,
The three-dimensional coordinate for continuing adjustment anchor bolt is allowed to meet predetermined deviation range, and then determines the positioning of anchor bolt.
Preferably, other construction sets that described and anchor bolt is coupled include: that anchor bolt installation in construction site needs guiding through
The practical huge column of Multicarity；
The BIM analysis module judges the deviation and the anchor bolt of practical huge column suspension column bilayer boots plate holes of Multicarity
Three-dimensional coordinate is all satisfied predetermined deviation range, so that in the actual construction process, it is huge that the anchor bolt passes through practical Multicarity
Column suspension column bilayer boots plate holes.
Preferably, the BIM analysis module obtains anchor bolt in practice of construction place and positions corresponding BIM three-dimensional drawing, and
The BIM model in BIM three-dimensional drawing positioned to anchor bolt in practice of construction place adds attribute information label；
According to the attribute information label of addition, optimize the BIM model in the BIM three-dimensional drawing.
Preferably, the attribute information includes: geological information and non-geometry information；
Wherein the geological information include: the corresponding physical device of BIM model incorporating parametric and BIM model it is corresponding
Spatial relation between physical device；The non-geometry information includes: the identity description letter of the corresponding physical device of BIM model
Breath, project information, physical system information, composition or material information, functional information, production information, assets information and maintenance letter
Breath.
Preferably, the identity description information of the corresponding physical device of the BIM model includes: the corresponding reality of BIM model
Title, type, function and the outer dimension of equipment；The project information includes: project name, building site, construction technique warp
Ji index, construction period, owner's information and building classification or the class of construction；The physical system information include: systematic name,
Subsystem title, father node and father node relationship, child node and and child node relationships；The composition or material information include:
Subitem shows component or material, and the functional information includes: functional circuit information；The production information include: price, effectively
Phase, manufacturer, supplier, actual size, product certification, manufacturer's standard and mounting means；The assets information include: cost,
The expenses of taxation, buying, quantity and all ownerships；The maintenance information includes: spare supplier and contact method and spare part situation.
Preferably, the BIM analysis module generates the identification code of BIM model using the attribute information label of BIM model, and
The identification code is embedded in the corresponding physical device of the BIM model；
The BIM analysis module obtains the real-time location coordinates of anchor bolt and other construction sets, and scans the BIM model
Corresponding identification code updates the position coordinates in the corresponding BIM model of the identification code, and root using the real-time location coordinates
According to updated position coordinates, the position of anchor bolt and other construction sets being coupled with anchor bolt is analyzed and determined, from
And determine the positioning of anchor bolt.
A kind of anchor bolt positioning control system of the present invention can achieve it is following the utility model has the advantages that
The anchor bolt positioning control system includes installation control module and BIM analysis module；The installation control module needle
To the installation process of cast-in fixing bolt, whole measurement and monitoring are carried out；Meanwhile recording the corresponding three-dimensional of anchor bolt in actual installation process
Coordinate；The BIM analysis module utilizes the BIM mould of foundation according to the three-dimensional coordinate of the anchor bolt of the installation control module record
Type sits the three-dimensional of other construction sets that anchor bolt need to be coupled in the three-dimensional coordinate of the anchor bolt of record and the BIM model
Mark compares and analyzes, and based on the analysis results, determines the positioning of anchor bolt；With using BIM technology and live total station three-dimensional seat
The mode that observation technology combines is marked to control the beneficial effect of anchor bolt measurement and positioning, it is ensured that the precision of anchor bolt positioning improves
Construction efficiency.
Other features and advantages of the present invention will be illustrated in the following description, also, partly becomes from specification
It obtains it is clear that understand through the implementation of the invention.The objectives and other advantages of the invention can be by written explanation
Pointed content is achieved and obtained in book, claims and attached drawing.
Below by drawings and examples, technical solution of the present invention is described further.
Detailed description of the invention
Attached drawing is used to provide further understanding of the present invention, and constitutes part of specification, with reality of the invention
It applies example to be used to explain the present invention together, not be construed as limiting the invention.In the accompanying drawings:
Fig. 1 is a kind of the functional block diagram of embodiment of anchor bolt positioning control system of the present invention；
Fig. 2 is a kind of workflow schematic diagram of embodiment of anchor bolt positioning control system of the present invention；
Fig. 3 is the workflow schematic diagram of the another embodiment of anchor bolt positioning control system of the present invention；
Fig. 4 is a kind of implementation for carrying out BIM analysis comparison in anchor bolt positioning control system of the present invention using BIM analysis model
Schematic diagram is analyzed in the comparison of mode；
Fig. 5 is the structural representation of anchor bolt and a kind of embodiment of boots Board position in anchor bolt positioning control system of the present invention
Figure.
Specific embodiment
Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings, it should be understood that preferred reality described herein
Apply example only for the purpose of illustrating and explaining the present invention and is not intended to limit the present invention.
The present invention provides a kind of anchor bolt positioning control system based on BIM technology, using BIM technology and live total station three
The mode that dimension coordinate survey technology combines, controls the measurement and positioning of anchor bolt, it is ensured that the positioning accuracy of anchor bolt improves construction effect
Rate.
As shown in Figure 1, Fig. 1 is a kind of the functional block diagram of embodiment of anchor bolt positioning control system of the present invention；
Anchor bolt positioning control system of the present invention includes: installation control module 100 and BIM analysis module 200；The installation control module
100 for measuring and monitoring to cast-in fixing bolt, and records the three-dimensional coordinate for the anchor bolt that measurement obtains；The BIM analyzes mould
Block 200 determines that anchor bolt positions by establishing BIM model.Wherein, in the embodiment of the present invention, described BIM, that is, architecture information
Model (Building Information Modeling), it is a complete information model, can be by engineering project complete
The engineering information of each different phase, process and resources integration are easily respectively joined by engineering in a model in life cycle
With square use.By real information possessed by 3-dimensional digital technical modelling building, provided mutually for engineering design and construction
Coordinate, internally consistent information model, so that the model is reached the integration of design and construction, each profession cooperates, to reduce
Engineering production cost ensures that engineering on time presses matter completion.In addition, using BIM model created obtain, analysis project amount at
Notebook data, and provide technical support for construction overall process provides the collaborative platform based on BIM, energy for the project each side that takes part in building
It is enough effectively to promote collaboration efficiency, at the same ensure to build in Life cycle can on time, guarantee the quality, be safe and efficient, is frugally complete
At, and have responsibility trackability, designing quality is improved, reduction devises mistake.
As shown in Fig. 2, Fig. 2 is a kind of workflow schematic diagram of embodiment of anchor bolt positioning control system of the present invention；
In the embodiment of the present invention, it is fixed that the step S10-S20 of anchor bolt positioning control system exemplified by Fig. 1 as described below executes anchor bolt
Bit manipulation:
Step S10,100 modules of the installation control are directed to the installation process of cast-in fixing bolt, carry out whole measurement and monitoring；
Meanwhile recording the corresponding three-dimensional coordinate of anchor bolt in actual installation process；
Step S20, the described BIM analysis module 200 is sat according to the three-dimensional of anchor bolt that the installation control module 100 records
Mark, using the BIM model of foundation, anchor bolt in the three-dimensional coordinate of the anchor bolt of record and the BIM model need to be coupled its
He compares and analyzes the three-dimensional coordinate of construction set, based on the analysis results, determines the positioning of anchor bolt.
In the embodiment of the present invention, in order to ensure the smooth connection of each building element in entire work progress, first have to guarantee
The accurate positioning of anchor bolt.Installation 100 modules of control are carried out using total station for the entire erection stage of cast-in fixing bolt complete
Journey measurement tracking, according to measurement result, monitors the positioning of anchor bolt, it is ensured that the positioning accuracy of anchor bolt is no more than predetermined deviation range.
Wherein, the installation control module 100 using four erection stages of the total station to cast-in fixing bolt measure with
Track, this four erection stages include: that anchor bolt preassembling stage, anchor bolt installation process stage, anchor bolt are installed stage and anchor
The corresponding bottom slab concreting of bolt completes the stage.
Tracking measurement and monitoring for the aforementioned four stage of anchor bolt installation, the installation control module 100 is using in advance
If mapping software (such as CAD mapping software) establishes the corresponding coordinate system of anchor bolt positioning figure, and is determined according to the coordinate system of foundation
The three-dimensional coordinate of anchor bolt；
Preliminary surveying is carried out using anchor bolt of the total station to the preassembling stage, obtains the corresponding measurement coordinate of anchor bolt；By institute
Measurement coordinate is stated to be compared with the three-dimensional coordinate in the mapping software determined, according to comparison result, fixed anchor bolt；
In anchor bolt installation process, tracking is measured to anchor bolt using total station, it is pre- whether identification anchor bolt position meets
If condition；And when anchor bolt position is unsatisfactory for preset condition, anchor bolt is fixed after anchor bolt is adjusted to the position for meeting preset condition；
Before anchor bolt is installed but carries out the corresponding bottom slab concreting of anchor bolt, continues with total station and anchor bolt is surveyed
Whether amount tracking, identification anchor bolt position meet preset condition；And when anchor bolt position is unsatisfactory for preset condition, by anchor bolt adjust to
Anchor bolt is fixed after meeting the position of preset condition；
After the completion of anchor bolt corresponding bottom slab concreting but before not final condensation, repetition measurement is carried out to anchor bolt position, is identified simultaneously
Whether anchor bolt position meets preset condition；And when anchor bolt position is unsatisfactory for preset condition, anchor bolt is adjusted to the default item of satisfaction
The position of part.
In the embodiment of the present invention, the anchor bolt position whether meet preset condition it is to be understood that anchor bolt position whether
At the corresponding presupposition theory position of the anchor bolt, alternatively, whether anchor bolt position is corresponding inclined with presupposition theory position in the anchor bolt
In poor range.
Further, the installation control module 100 carries out preliminary surveying using anchor bolt of the total station to the preassembling stage,
And the measurement coordinate that measurement obtains is compared with the three-dimensional coordinate determined；
If the deviation between the measurement coordinate and three-dimensional coordinate exceeds predetermined deviation range, anchor bolt position is adjusted, is made
Deviation between anchor bolt coordinate adjusted and the three-dimensional coordinate is within the scope of the predetermined deviation, and by anchor bolt adjusted
It is fixed on corresponding anchor bolt fixed frame or on anchor bolt lock；
Before civil engineering assembling reinforcement is completed but does not pour concrete, tracking is measured to anchor bolt using total station；If monitoring
To there is anchor bolt of the displacement beyond predetermined deviation range, then adjust within the scope of the anchor bolt position to predetermined deviation, and use point
The bottom transition frame corresponding with the anchor bolt of anchor bolt of the mode of weldering by displacement beyond predetermined deviation range is fixedly connected；
After the completion of concrete placings but before not final condensation, repetition measurement is carried out to the position of anchor bolt, if it is super to monitor anchor bolt displacement
Displacement is then corrected by the way of jack beyond the anchor bolt of predetermined deviation range, makes the anchor by predetermined deviation range out
The displacement of bolt is within the scope of predetermined deviation.In final anchor bolt positioning, position correction is carried out to anchor bolt by positioning cover die, from
And complete the construction of anchor bolt.For example, in actual application scenarios, for huge column anchor bolt, according to the position system of huge column anchor hole
Make positioning cover die, and the positioning cover die is fixed at the top of anchor pole by nut, to ensure that between each anchor bolt bar
The accuracy of relative position guarantees the success rate disposably installed.Wherein, the positioning cover die of production is horizontally disposed flat
Hardened structure, and the positioning cover die opens up the anchor hole of each anchor bolt bar of multiple correspondences, the diameter of the anchor hole according to drawing
Slightly larger than the diameter of the anchor bolt bar；And the pitch-row quantity for positioning anchor hole in cover die is the 1:1 duplication of true huge column anchor hole,
Therefore lifted one's head by the positioning cover die to the anchor bolt bar at the top of anchor bolt seat and be finely adjusted positioning, that is, can guarantee that later period huge column installation is suitable
Benefit can not be difficult to the case where installing to its hole location after avoiding huge column from lifting.
In the embodiment of the present invention, different fixed forms is taken in the different erection stages of anchor bolt to fix and meet position and want
The anchor bolt asked.Wherein, above-mentioned predetermined deviation range can be according to the Specific construction situation of specific construction demand and construction site
It is set, for example sets above-mentioned predetermined deviation range as ± 5mm；The embodiment of the present invention is referred to for above-mentioned predetermined deviation range
Specific range values without limit.
Description based on above embodiments, further, as shown in figure 3, Fig. 3 is anchor bolt positioning control system of the present invention
The workflow schematic diagram of another embodiment；In embodiment described in Fig. 3, anchor bolt positioning control system executes anchor bolt positional operand
Make, may be implemented as step S30-S70 described below:
Step S30, the described installation control module 100 utilizes total station, to other construction sets being coupled with anchor bolt
It measures, obtains the three-dimensional coordinate for other construction sets that measurement obtains, and the three-dimensional coordinate of other construction sets is sent
To BIM analysis module 200；
Step S40, the described BIM analysis module 200 is according to anchor bolt after the three-dimensional coordinate of other construction sets and adjustment
Three-dimensional coordinate establishes BIM model；
Step S50, the described BIM analysis module 200 utilizes BIM model, to the three-dimensional coordinate and tune of other construction sets
The three-dimensional coordinate of anchor bolt compares and analyzes after whole, judges the three-dimensional coordinate of other construction sets and the three-dimensional of anchor bolt after adjustment
Whether coordinate is within the scope of predetermined deviation；
If the three-dimensional coordinate of anchor bolt is within the scope of predetermined deviation after the three-dimensional coordinate of other construction sets and adjustment, i.e.,
Judge that anchor bolt can be coupled to other construction sets thereby executing corresponding constructing operation, thens follow the steps S60；
Step S60, the positioning of anchor bolt is determined；
If the three-dimensional coordinate of anchor bolt is not within the scope of predetermined deviation after the three-dimensional coordinate of other construction sets and adjustment,
Execute step S70；
Step S70, the three-dimensional coordinate for continuing adjustment anchor bolt is allowed to meet predetermined deviation range, and then determines determining for anchor bolt
Position.
In the embodiment of the present invention, other construction sets that described and anchor bolt is coupled include: the installation of construction site anchor bolt
The huge column of practical Multicarity needed guiding through；The BIM analysis module 200 judges the huge column suspension column bilayer boots plate holes of practical Multicarity
The three-dimensional coordinate of deviation and the anchor bolt is all satisfied predetermined deviation range, so that in the actual construction process, the anchor bolt is suitable
Benefit passes through the double-deck boots plate holes of the column root-plate of the huge column of practical Multicarity.As shown in figure 4, Fig. 4 is anchor bolt positioning control of the present invention
Schematic diagram is analyzed in the comparison for carrying out a kind of embodiment of BIM analysis comparison in system processed using BIM analysis model；The BIM
Analysis module 200 judge the huge column suspension column bilayer boots plate holes of practical Multicarity deviation and the anchor bolt three-dimensional coordinate it is full
Sufficient predetermined deviation range, therefore, in the construction process, the anchor bolt can disposably pass through the column of the huge column of practical Multicarity
The double-deck boots plate holes of sole, and there is not the case where reaming.
For example, being the huge column of Multicarity with other construction sets that anchor bolt is coupled in specific construction application scene；
The column root-plate of the huge column of Multicarity is the double-deck boots plate, as shown in figure 5, Fig. 5 be in anchor bolt positioning control system of the present invention anchor bolt with
Boots Board position schematic diagram；In specifically construction scene, the upper layer aperture of the bilayer boots plate is 120mm, and lower layer aperture is
140mm, spacing 640mm amount to 328 holes (not including 60 aileron post holes holes), due to needing once to penetrate anchor bolt, because
This, sets anchor bolt centralized positioning accuracy error no more than 5mm, when anchor bolt central point deviation 5mm, only has on the left of upper boots plate
Therefore the 3mm anchor bolt amount of penetrating must assure that the accuracy of anchor bolt center position in construction, so that it is guaranteed that all anchor bolt energy
Enough anchor holes for disposably passing through column root-plate and steel plate wall bottom plate, and do not occur reaming situation.
Further, in embodiments of the present invention, it is fixed to obtain anchor bolt in practice of construction place for the BIM analysis module 200
The corresponding BIM three-dimensional drawing in position, and the BIM model in the BIM three-dimensional drawing positioned to anchor bolt in practice of construction place adds and belongs to
Property information labels；And then according to the attribute information label of addition, optimize the BIM model in the BIM three-dimensional drawing.
The BIM analysis module includes: geological information and non-geometric letter for the attribute information of BIM model addition
Breath；
Wherein the geological information include: the corresponding physical device of BIM model incorporating parametric and BIM model it is corresponding
Spatial relation between physical device；The non-geometry information includes: the identity description letter of the corresponding physical device of BIM model
Breath, project information, physical system information, composition or material information, functional information, production information, assets information and maintenance letter
Breath.
Further, the identity description information of the corresponding physical device of the BIM model includes: the corresponding reality of BIM model
Title, type, function and the outer dimension of border equipment；The project information includes: project name, building site, construction technique
Economic indicator, construction period, owner's information and building classification or the class of construction；The physical system information includes: system name
Title, subsystem title, father node and father node relationship, child node and and child node relationships；The composition or material information packet
Include: subitem shows component or material, and the functional information includes: functional circuit information；The production information include: price,
Validity period, manufacturer, supplier, actual size, product certification, manufacturer's standard and mounting means；The assets information includes: into
Sheet, the expenses of taxation, buying, quantity and all ownerships；The maintenance information includes: spare supplier and contact method and spare part situation.
In the embodiment of the present invention, in order to improve the convenience of operation, and reduce because manually input relevant information may
The information input error rate of appearance, the BIM analysis module 200 generate BIM model using the attribute information label of BIM model
Identification code, and the identification code is embedded in the corresponding physical device of the BIM model；The BIM analysis module 200 obtains anchor
The real-time location coordinates of bolt and other construction sets, and the corresponding identification code of the BIM model is scanned, utilize the real time position
Coordinate updates the position coordinates in the corresponding BIM model of the identification code, and according to updated position coordinates, to anchor bolt and with
The position for other construction sets that anchor bolt is coupled is analyzed and determined, so that it is determined that the positioning of anchor bolt.
In the embodiment of the present invention, in order to it is more stable, accurately tracking is measured to four erection stages of cast-in fixing bolt,
Total station measures simultaneously with CCD camera, and total station is installed with CCD by connected support structure, the total station
Including the horizontal rotation pedestal being connected and telescopic system, the connected support structure includes sequentially connected CCD camera
Fixed module, total station installation module and locking module are installed, the CCD camera is mounted on CCD camera installation fixed module
On, the telescopic system is mounted in total station installation module, is fastened by bolts between each module, wherein described
Locking module includes left support frame right part support frame, locking sliding block, check lock lever, locks adjusting bracket and clamping screw, described
Left support frame, right part support frame be separately fixed at total station rotate horizontally pedestal on, on left support frame, right part support frame
It is separately connected a locking sliding block, is equipped with the locking slot slided for check lock lever, locking sliding block and lock in the locking sliding block
Tight bar is fixedly connected by clamping screw, the locking adjusting bracket installed respectively with CCD camera by bolt fixed module,
Total station installs module connection.The total station, it is described to have range unit, angular instrument and the total station of attachment
Ranging light emission is gone out to measure object and receives the reflected light from the measure object and measure distance by range unit, the angle measurement
Instrument aims at the measure object by telescope part and measures angle related with the direction of the measure object, the attachment
The range unit is set to be loaded and unloaded on the telescope part of the angular instrument, the attachment has will be from the range unit
The ranging light is biased into the consistent optical component of aiming optical axis with the angular instrument, and the telescope part and the ranging fill
It sets and integrally rotates.The total station is also equipped with the ranging optical registration is consistent at the aiming optical axis with the angular instrument
Aligned portions, the aligned portions have mechanical registeration portion, by filling the ranging centered on the axle portion with 2 axis rotary shafts
It sets and rotates and be directed at vertical direction in the horizontal direction, or, the aligned portions are with optical alignment portion, by can be by the survey
It is biased to be formed to 1 pair of prism wedge of any direction within the specified scope away from light.Small prism on total station is fixed by small prism
Device is fixed, and the small prism fixator includes adjusting bracket and magnet pedestal, the adjusting bracket include adjust ball and
Can fixed small prism stabilizer blade fixed sleeving, the fixed sleeving and adjust ball the centre of sphere it is coaxial, be fixedly arranged on the adjusting ball
On, the adjusting ball is rotationally flush-mounted in the magnet pedestal, the adjusting outer surface of ball and magnet base inner surface point
Not Ju You the first, second rubbing surface, in no external force, first, second rubbing surface can prevent the adjusting ball from rotating；
The magnet pedestal includes symmetrically arranged first magnet block and the second magnet block, is had respectively on first, second magnet block
There is the first, second groove, first, second groove collectively constitutes a groove, and the adjusting ball is flush-mounted in the groove,
The groove inner surface is second rubbing surface.The total station has adjustable foot prop, including is used for fixation total powerstation
Pedestal and more support legs, it is characterised in that: the pedestal include the face plate of foundation from top to bottom connected, annular connection
Frame, T-steel matter movable button, the center of the face plate of foundation are equipped with circular hole up and down, the T-steel matter movable button and annular
Connection frame is equipped with corresponding tapped through hole, and is equipped with bolt and is fixedly connected with the two across upper and lower two tapped through holes, the T-type
Steel movable button is equipped with the bar shape trench hole for fixation total powerstation；The support leg includes movable supporting leg, is sheathed on movable supporting leg
On fixation foot tube, the top of the movable supporting leg is equipped with external screw thread, and is equipped with the lock matched with the external screw thread of movable supporting leg
Tight nut fixes the position of movable supporting leg, the upper end of the fixed foot tube and the lower end Joint of circular connecting frame.The work
Dynamic stabilizer blade includes the upper support bar and the fixed consistent lower support bar of foot tube caliber that can be put in inside fixed foot tube, the upper branch
Strut has external screw thread, the upper support bar and lower support bar using integrated welding structure.The optical component, including reflection
Reflectance coating is posted in plate and fixed frame, the reflecting plate front, this optical component further includes having support plate, and the support plate is led on one side
Horizontal positioned shaft is crossed to be set to being able to rotate on the back side of the reflecting plate, it is solid on the reflecting plate being located above support plate
Surely there is positioning plate, when the angle that the support plate is swung up to the bottom surface of support plate and reflecting plate vertical plane is 90 °, institute
Together, the support plate is swung up to 90 ° of maximum position for the lower surface support of the upper surface and positioning plate of stating support plate
When, the bottom surface of the support plate and the horizontal center line of reflectance coating are located on sustained height, and the reflecting plate can be up or down
It is inserted in the slot of fixed frame.The method that total station and CCD camera measure simultaneously includes: according to CCD camera camera lens water
Rink corner is looked squarely, each photography base station singly station photography number is determined, is 360 ° divided by CCD camera camera lens horizontal field of view angle；According to CCD
The maximal field depth of camera lens is determined most preferably to take the photograph station base length, preferably with the 1/15 of the maximal field depth；It is controlled in area first to be measured
The upper stringent leveling combined instrument of system point, and the opposite object coordinates at known first control point, after being oriented first with total station instrument coordinate
Determine as to observation point on CCD camera camera lens depth of field direction according to taking the photograph station base length, then accurately measured with total station to
The opposite object coordinates of few two characteristic points, the horizontal angle and vertical angle that total station measures when adjusting and recording photography are completed
The photography back spin in one direction turns corresponding level angle and is sequentially completed panoramic shooting and panorama measurement；Combined instrument is placed in
As after stringent leveling and the first control point of backsight orientation, repeating the parameter setting and operation on the first control point in observation point
Step completes picture to the panoramic shooting and panorama measurement in observation point, and does respective record.
Anchor bolt positioning control system of the present invention includes installation control module and BIM analysis module；The installation control module
For the installation process of cast-in fixing bolt, whole measurement and monitoring are carried out；Meanwhile recording anchor bolt corresponding three in actual installation process
Tie up coordinate；The BIM analysis module utilizes the BIM of foundation according to the three-dimensional coordinate of the anchor bolt of the installation control module record
Model, by the three-dimensional for other construction sets that anchor bolt need to be coupled in the three-dimensional coordinate of the anchor bolt of record and the BIM model
Coordinate compares and analyzes, and based on the analysis results, determines the positioning of anchor bolt；With three-dimensional using BIM technology and live total station
The mode that coordinate survey technology combines controls the beneficial effect of anchor bolt measurement and positioning, it is ensured that the precision of anchor bolt positioning mentions
High construction efficiency.
It should be understood by those skilled in the art that, the embodiment of the present invention can provide as method, system or computer program
Product.Therefore, complete hardware embodiment, complete software embodiment or reality combining software and hardware aspects can be used in the present invention
Apply the form of example.
The present invention be referring to according to the method for the embodiment of the present invention, the process of equipment (system) and computer program product
Figure and/or block diagram describe.It should be understood that every one stream in flowchart and/or the block diagram can be realized by computer program instructions
The combination of process and/or box in journey and/or box and flowchart and/or the block diagram.It can provide these computer programs
Instruct the processor of general purpose computer, special purpose computer, Embedded Processor or other programmable data processing devices to produce
A raw machine, so that being generated by the instruction that computer or the processor of other programmable data processing devices execute for real
The device for the function of being specified in present one or more flows of the flowchart and/or one or more blocks of the block diagram.
These computer program instructions, which may also be stored in, is able to guide computer or other programmable data processing devices with spy
Determine in the computer-readable memory that mode works, so that it includes referring to that instruction stored in the computer readable memory, which generates,
Enable the manufacture of device, the command device realize in one box of one or more flows of the flowchart and/or block diagram or
The function of being specified in multiple boxes.
These computer program instructions also can be loaded onto a computer or other programmable data processing device, so that counting
Series of operation steps are executed on calculation machine or other programmable devices to generate computer implemented processing, thus in computer or
The instruction executed on other programmable devices is provided for realizing in one or more flows of the flowchart and/or block diagram one
The step of function of being specified in a box or multiple boxes.
Obviously, various changes and modifications can be made to the invention without departing from essence of the invention by those skilled in the art
Mind and range.In this way, if these modifications and changes of the present invention belongs to the range of the claims in the present invention and its equivalent technologies
Within, then the present invention is also intended to include these modifications and variations.
Claims (10)
1. a kind of anchor bolt positioning control system, which is characterized in that the anchor bolt positioning control system include installation control module and
BIM analysis module；Wherein:
The installation control module is directed to the installation process of cast-in fixing bolt, carries out whole measurement and monitoring；Meanwhile recording practical peace
The corresponding three-dimensional coordinate of anchor bolt during dress；
The BIM analysis module utilizes the BIM mould of foundation according to the three-dimensional coordinate of the anchor bolt of the installation control module record
Type sits the three-dimensional of other construction sets that anchor bolt need to be coupled in the three-dimensional coordinate of the anchor bolt of record and the BIM model
Mark compares and analyzes, and based on the analysis results, determines the positioning of anchor bolt.
2. anchor bolt positioning control system as described in claim 1, which is characterized in that the installation control module utilizes total station
Tracking is measured to four erection stages of cast-in fixing bolt, and according to measurement result, controls the positioning of anchor bolt；
Wherein, four erection stages include:
The anchor bolt preassembling stage, the anchor bolt installation process stage, anchor bolt is installed the stage and the corresponding bottom slab concreting of anchor bolt is complete
At the stage.
3. anchor bolt positioning control system as claimed in claim 2, which is characterized in that the installation control module is drawn using default
Figure software establishes the corresponding coordinate system of anchor bolt positioning figure, and the three-dimensional coordinate of anchor bolt is determined according to the coordinate system of foundation；
Preliminary surveying is carried out using anchor bolt of the total station to the preassembling stage, obtains the corresponding measurement coordinate of anchor bolt；By the survey
Amount coordinate is compared with the three-dimensional coordinate determined, according to comparison result, fixed anchor bolt；
In anchor bolt installation process, tracking is measured to anchor bolt using total station, whether identification anchor bolt position meets default item
Part；And when anchor bolt position is unsatisfactory for preset condition, anchor bolt is fixed after anchor bolt is adjusted to the position for meeting preset condition；
Before anchor bolt is installed but carries out the corresponding bottom slab concreting of anchor bolt, continue with total station to anchor bolt measure with
Whether track, identification anchor bolt position meet preset condition；And when anchor bolt position is unsatisfactory for preset condition, anchor bolt is adjusted to satisfaction
Anchor bolt is fixed behind the position of preset condition；
After the completion of anchor bolt corresponding bottom slab concreting but before not final condensation, repetition measurement is carried out to anchor bolt position, while identifying anchor bolt
Whether position meets preset condition；And when anchor bolt position is unsatisfactory for preset condition, anchor bolt is adjusted to meeting preset condition
Position.
4. anchor bolt positioning control system as claimed in claim 3, which is characterized in that the installation control module utilizes total station
Preliminary surveying is carried out to the anchor bolt in preassembling stage, and the measurement coordinate that measurement obtains is compared with the three-dimensional coordinate determined
It is right；
If the deviation between the measurement coordinate and three-dimensional coordinate exceeds predetermined deviation range, anchor bolt position is adjusted, makes to adjust
The deviation between anchor bolt coordinate and the three-dimensional coordinate afterwards is fixed within the scope of the predetermined deviation, and by anchor bolt adjusted
On corresponding anchor bolt fixed frame or on anchor bolt lock；
Before civil engineering assembling reinforcement is completed but does not pour concrete, tracking is measured to anchor bolt using total station；It is deposited if monitoring
Exceed the anchor bolt of predetermined deviation range in displacement, then adjusts within the scope of the anchor bolt position to predetermined deviation, and using spot welding
The bottom transition frame corresponding with the anchor bolt of anchor bolt of the mode by displacement beyond predetermined deviation range is fixedly connected；
After the completion of concrete placings but before not final condensation, repetition measurement is carried out to the position of anchor bolt, if monitoring anchor bolt displacement beyond pre-
If deviation range, then displacement is corrected by the way of jack beyond the anchor bolt of predetermined deviation range, makes the anchor bolt
Displacement is within the scope of predetermined deviation.
5. such as the described in any item anchor bolt positioning control systems of Claims 1-4, which is characterized in that the installation control module
It using total station, is measured to other construction sets that anchor bolt is coupled, obtains other construction sets that measurement obtains
Three-dimensional coordinate, and the three-dimensional coordinate of other construction sets is sent to BIM analysis module；
The BIM analysis module establishes BIM according to the three-dimensional coordinate of anchor bolt after the three-dimensional coordinate of other construction sets and adjustment
Model；
Using BIM model, the three-dimensional coordinate of anchor bolt is compared and analyzed after the three-dimensional coordinate and adjustment to other construction sets,
Whether the three-dimensional coordinate of the three-dimensional coordinate and anchor bolt after adjustment that judge other construction sets is within the scope of predetermined deviation；
If after the three-dimensional coordinate of other construction sets and adjustment the three-dimensional coordinate of anchor bolt judges within the scope of predetermined deviation
Anchor bolt can be coupled thereby executing corresponding constructing operation to other construction sets out, it is determined that the positioning of anchor bolt；
If the three-dimensional coordinate of anchor bolt continues not within the scope of predetermined deviation after the three-dimensional coordinate of other construction sets and adjustment
The three-dimensional coordinate for adjusting anchor bolt is allowed to meet predetermined deviation range, and then determines the positioning of anchor bolt.
6. anchor bolt positioning control system as claimed in claim 5, which is characterized in that other being coupled with anchor bolt are built
Building component includes: that construction site anchor bolt installs the huge column of practical Multicarity needed guiding through；
The BIM analysis module judges the deviation of the practical huge column suspension column bilayer boots plate holes of Multicarity and the three-dimensional of the anchor bolt
Coordinate is all satisfied predetermined deviation range, so that in the actual construction process, the anchor bolt passes through the huge column column of practical Multicarity
Foot bilayer boots plate holes.
7. anchor bolt positioning control system as claimed in claim 5, which is characterized in that the BIM analysis module acquisition is actually applied
Anchor bolt positions corresponding BIM three-dimensional drawing in the ground of workshop, and in the BIM three-dimensional drawing positioned to anchor bolt in practice of construction place
BIM model adds attribute information label；
According to the attribute information label of addition, optimize the BIM model in the BIM three-dimensional drawing.
8. anchor bolt positioning control system as claimed in claim 7, which is characterized in that the attribute information includes: geological information
And non-geometry information；
Wherein the geological information includes: the incorporating parametric and the corresponding reality of BIM model of the corresponding physical device of BIM model
The spatial relation of equipment room；The non-geometry information include: the corresponding physical device of BIM model identity description information,
Project information, physical system information, composition or material information, functional information, production information, assets information and maintenance information.
9. anchor bolt positioning control system as claimed in claim 8, which is characterized in that the corresponding physical device of the BIM model
Identity description information include: the corresponding physical device of BIM model title, type, function and outer dimension；The project letter
Breath includes: project name, building site, construction technique economic indicator, construction period, owner's information and building classification or building
Grade；The physical system information include: systematic name, subsystem title, father node, with father node relationship, child node and with
Child node relationships；The composition or material information include: that subitem shows component or material, and the functional information includes: function
It can description information；The production information includes: price, validity period, manufacturer, supplier, actual size, product certification, manufacture
Standard and mounting means；The assets information includes: cost, the expenses of taxation, buying, quantity and all ownerships；The maintenance packet
It includes: spare supplier and contact method and spare part situation.
10. anchor bolt positioning control system as claimed in claim 7, which is characterized in that the BIM analysis module utilizes BIM mould
The attribute information label of type generates the identification code of BIM model, and the identification code is embedded in the BIM model is corresponding actually to be set
In standby；
The BIM analysis module obtains the real-time location coordinates of anchor bolt and other construction sets, and it is corresponding to scan the BIM model
Identification code, update the position coordinates in the corresponding BIM model of the identification code using the real-time location coordinates, and according to more
Position coordinates after new, analyze and determine the position of anchor bolt and other construction sets being coupled with anchor bolt, thus really
Determine the positioning of anchor bolt.
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| CN201811141125.0A CN109339090B (en) | 2018-09-28 | 2018-09-28 | Anchor bolt positioning control system |
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|---|---|---|---|
| CN201811141125.0A CN109339090B (en) | 2018-09-28 | 2018-09-28 | Anchor bolt positioning control system |
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| CN110751641A (en) * | 2019-10-18 | 2020-02-04 | 山东贝特建筑项目管理咨询有限公司 | Anchor bolt information detection method and storage medium |
| CN110777840A (en) * | 2019-10-26 | 2020-02-11 | 上海二十冶建设有限公司 | Construction method of equipment foundation embedded part at dense position of reinforcing steel bar |
| CN111287212A (en) * | 2020-02-15 | 2020-06-16 | 广州市芳村建筑工程有限公司 | Two-step construction method for power equipment foundation |
| CN111809648A (en) * | 2020-06-30 | 2020-10-23 | 中交第三航务工程局有限公司 | Method for measuring and analyzing data of offshore wind power large-diameter single pile production process |
| CN112241559A (en) * | 2019-07-01 | 2021-01-19 | 北京京诚鼎宇管理系统有限公司 | Method and system for establishing anchor bolt three-dimensional model |
| CN113338313A (en) * | 2021-06-11 | 2021-09-03 | 华能澜沧江水电股份有限公司 | Intelligent prestressed anchor cable tensioning system and method |
| CN113969589A (en) * | 2021-11-01 | 2022-01-25 | 山西建筑工程集团有限公司 | Construction method for anchor rod to penetrate through pile group foundation |
| CN116464283A (en) * | 2023-06-20 | 2023-07-21 | 北京建工四建工程建设有限公司 | BIM-based clear water wall construction method |
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| CN110751641A (en) * | 2019-10-18 | 2020-02-04 | 山东贝特建筑项目管理咨询有限公司 | Anchor bolt information detection method and storage medium |
| CN110777840A (en) * | 2019-10-26 | 2020-02-11 | 上海二十冶建设有限公司 | Construction method of equipment foundation embedded part at dense position of reinforcing steel bar |
| CN111287212A (en) * | 2020-02-15 | 2020-06-16 | 广州市芳村建筑工程有限公司 | Two-step construction method for power equipment foundation |
| CN111809648A (en) * | 2020-06-30 | 2020-10-23 | 中交第三航务工程局有限公司 | Method for measuring and analyzing data of offshore wind power large-diameter single pile production process |
| CN113338313A (en) * | 2021-06-11 | 2021-09-03 | 华能澜沧江水电股份有限公司 | Intelligent prestressed anchor cable tensioning system and method |
| CN113969589A (en) * | 2021-11-01 | 2022-01-25 | 山西建筑工程集团有限公司 | Construction method for anchor rod to penetrate through pile group foundation |
| CN113969589B (en) * | 2021-11-01 | 2023-08-25 | 山西建筑工程集团有限公司 | Construction method for anchor rod to penetrate pile group foundation |
| CN116464283A (en) * | 2023-06-20 | 2023-07-21 | 北京建工四建工程建设有限公司 | BIM-based clear water wall construction method |
| CN116464283B (en) * | 2023-06-20 | 2023-09-22 | 北京建工四建工程建设有限公司 | BIM-based clear water wall construction method |
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