CN109636906A - Concrete filling pile construction method and system based on BIM technology - Google Patents
Concrete filling pile construction method and system based on BIM technology Download PDFInfo
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- 238000010276 construction Methods 0.000 title claims abstract description 89
- 238000005516 engineering process Methods 0.000 title claims abstract description 24
- 238000000034 method Methods 0.000 claims abstract description 11
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- 238000004088 simulation Methods 0.000 claims abstract description 7
- 230000002787 reinforcement Effects 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 238000001514 detection method Methods 0.000 claims description 3
- 230000008676 import Effects 0.000 claims description 3
- 238000000386 microscopy Methods 0.000 claims description 3
- 239000000178 monomer Substances 0.000 claims description 3
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- G06T17/05—Geographic models
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
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- 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
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- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
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Abstract
The present invention relates to a kind of concrete filling pile construction method and system based on BIM technology.The object of the present invention is to provide a kind of intuitive efficiently concrete filling pile construction methods and system based on BIM technology, to ensure construction quality, less project cost.The technical scheme is that a kind of concrete filling pile construction method based on BIM technology, it is characterised in that steps are as follows: establishing three-dimensional geological model；Establish cast-in-place concrete pile threedimensional model；The cast-in-place concrete pile threedimensional model is imported into the three-dimensional geological model, is overlapped further according to basic point and overlaps the two, completes the foundation of cast-in-place concrete pile engineering BIM construction model；Drawing joint examination, driving depth control, arrangement and method for construction determination, technical annotation in construction, information extraction, the update of cast-in-place concrete pile data information, project cost and the simulation of 4D progress are carried out using the cast-in-place concrete pile engineering BIM construction model.The present invention is suitable for Concrete Grouting Pale technical field.
Description
Technical field
The present invention relates to a kind of concrete filling pile construction method and system based on BIM technology.It is filled suitable for concrete
Infuse pile construction technology field.
Background technique
BIM (Building Information Modeling) technology is that autodesk, inc. took the lead in proposing in 2002,
Being widely recognized as industry is obtained in the world at present, it can help to realize the integrated of architecture information, from building
Until building the termination of life cycle management, various information are integrated and a three-dimensional model information data always for design, construction, operation
In library, all parties such as design team, unit in charge of construction, installation fishery department and owner can be cooperated based on BIM, be had
Effect improves working efficiency, saves resource, reduces cost, to realize sustainable development.
The core of BIM is, using digitizing technique, to be mentioned by establishing virtual architectural engineering threedimensional model for this model
For the complete and consistent architectural engineering information bank of actual conditions.The information bank not only includes the geometry for describing building member
Information, professional attributes and status information further comprise the status information in non-component object (such as space, motor behavior).By this
A threedimensional model comprising architectural engineering information, substantially increases the Information Integration degree of architectural engineering, thus for building work
Journey item purpose relevant benefit side provides an engineering information exchange and shared platform.
BIM technology is to be integrated project Various types of data information by cast-in-place concrete pile engineering threedimensional model at present, in turn
Pile concrete is simulated by data information again, real information possessed by engineering is perfused.But still remain cast-in-place concrete pile work
The problems such as journey scale is often larger, stake type, large number of, and design technical parameter is different, and construction information amount is big.
Summary of the invention
The technical problem to be solved by the present invention is in view of the above problems, providing a kind of intuitive efficiently based on BIM
The concrete filling pile construction method and system of technology, to ensure construction quality, less project cost.
The technical scheme adopted by the invention is that: a kind of concrete filling pile construction method based on BIM technology, feature
It is that steps are as follows:
Establish three-dimensional geological model；
Establish cast-in-place concrete pile threedimensional model；
The cast-in-place concrete pile threedimensional model is imported into the three-dimensional geological model, is overlapped further according to basic point and folds the two
It closes, completes the foundation of cast-in-place concrete pile engineering BIM construction model；
It is true using cast-in-place concrete pile engineering BIM construction model progress drawing joint examination, driving depth control, arrangement and method for construction
Fixed, technical annotation in construction, information extraction, cast-in-place concrete pile data information updates, project cost and 4D progress are simulated.
The three-dimensional geological model of establishing includes:
Two-dimentional graph will be reconnoitred and import GeoStation for city (ground version) software；
By to two-dimentional graph differently the tracing of matter attribute, referring to split complete geology three dimensional microscopy；
Same geological property lines in wire-frame model are fitted to form geological interface；
Landform is stretched to design altitude with forming construction area layer entity downwards, it is divided with ground bed boundary and is obtained
Each rock-soil layer element entity model is obtained, i.e. completion geologic three-dimensional model.
The cast-in-place concrete pile threedimensional model of establishing includes:
Engineering monomer stake bit plane layout drawing is imported in Restation software；
Further according to the technical requirement on design of arrangement of reinforcement in Shop Drawing Design Document IT Application, the steel reinforcement cage of stake and dimension is drawn, is built
Vertical cast-in-place concrete pile threedimensional model.
The driving depth control includes according to the cast-in-place concrete pile engineering BIM construction model using navisworks software
Collision detection is carried out to cast-in-place concrete pile and holding force layer model, an end is calculated and enters bearing stratum depth, according to collision result
It is long that stake is adjusted again.
The information extraction includes exporting cast-in-place concrete pile by the cast-in-place concrete pile engineering BIM construction model
Geologic data, additional concrete bored concrete pile design data information, rear formed fill for the concrete of mobile phone mobile terminal scanning recognition
Infuse pile driving construction job instruction two dimensional code.
The project cost includes:
Project amount is automatically extracted by the cast-in-place concrete pile engineering BIM construction model；
According to time, region, various main material specifications and consumption are carried out with statistical form and corresponding information sifting
It estimates, works out consumption of materials inventory, exported with Microsoft Excel；
People, machine consumption are calculated in conjunction with Design of Construction Organization, then is aggregated to form part-to-item project amount inventory.
The 4D progress is simulated
The cast-in-place concrete pile engineering BIM construction model and microsoft the project humidometer worked out are divided
Construction simulation Dao Ru not be carried out along with time dimension after interrelated in navisworks software.
A kind of Concrete Grouting Pale system based on BIM technology characterized by comprising
Three-dimensional geological model establishes module, for establishing three-dimensional geological model；
Cast-in-place concrete pile three-dimension modeling module, for establishing cast-in-place concrete pile threedimensional model；
Cast-in-place concrete pile engineering BIM construction model establishes module, for leading the cast-in-place concrete pile threedimensional model
Enter the three-dimensional geological model, be overlapped further according to basic point and overlap the two, completes cast-in-place concrete pile engineering BIM construction model
It establishes；
Cast-in-place concrete pile engineering BIM construction model application module, for being applied using the cast-in-place concrete pile engineering BIM
Work model carries out drawing joint examination, driving depth control, arrangement and method for construction determination, technical annotation in construction, information extraction, cast-in-place concrete pile number
It is simulated according to information update, project cost and 4D progress.
The beneficial effects of the present invention are:
Detailed description of the invention
Fig. 1 is the flow chart of embodiment.
Fig. 2 is the system block diagram of embodiment.
Specific embodiment
As shown in Figure 1, the present embodiment is a kind of concrete filling pile construction method based on BIM technology, including following step
It is rapid:
S1, collect prospecting, design data, including engineering geology flat sectional drawing, log sheet (advanced exploration surveys the stage in detail),
Detail of construction design data etc.；
S2, it establishes geologic three-dimensional model: two-dimentional graph will be reconnoitred respectively and import GeoStation for city (ground version)
Software, first pass through to two-dimentional graph differently the tracing of matter attribute, referring to split complete geology three dimensional microscopy, after by line
Same geological property lines in frame model are fitted to form geological interface, as landform face, ground bed boundary, weathering face,
Tomography interface, solution cavity etc., finally, landform is stretched to design altitude downwards forms construction area entity, with ground bed boundary pair
It is divided and obtains each rock-soil layer element entity model, i.e. completion geologic three-dimensional model, and model accuracy is " one one spy "；
S3, it establishes cast-in-place concrete pile threedimensional model: importing engineering monomer stake bit plane arrangement in Restation software
Figure, further according to the technical requirement on design (stake diameter, stake top absolute altitude, effective length, arrangement of reinforcement etc.) of arrangement of reinforcement in Shop Drawing Design Document IT Application, draws
The steel reinforcement cage of single pile and dimension processed, establishes cast-in-place concrete pile threedimensional model；
S4, establish cast-in-place concrete pile engineering BIM construction model: it is three-dimensional that cast-in-place concrete pile threedimensional model is imported geology
Model simultaneously replicates, and is overlapped further according to basic point and overlaps the two, completes the foundation of cast-in-place concrete pile engineering BIM construction model, if
When change in the work occurs, BIM construction model can be modified accordingly；
S5, BIM construction model can clearly show that each rock-soil layer, rate of decay, solution cavity position and cast-in-place concrete pile
Three-dimensional relationship, it is possible to provide all kinds of geologic data information of cast-in-place concrete pile present position, concrete application are as follows: drawing
Joint examination, driving depth control, arrangement and method for construction determination, technical annotation in construction, information extraction, the update of cast-in-place concrete pile data information, work
Journey cost and the simulation of 4D progress.
It is based on BIM construction model in the present embodiment, drawing joint examination can be carried out.BIM model can exempt from intuitively to reflect drawing exposure
The problem of, convenient for linking up and feeding back, effectively avoids the work holdup at scene, does over again.
Driving depth control includes judging setting for the cast-in-place concrete pile by BIM model according to technical requirement on design in this example
It is long whether rationally to count stake, it, can appropriate adjustment designing pile length if unreasonable；Concrete can also be filled using navisworks software
It infuses stake and holding force layer model carries out collision detection, an end can be calculated and enter bearing stratum depth, adjusted again according to collision result
Stake is long, under the premise of guaranteeing to meet design requirement, it is ensured that bearing capacity of single pile, optimizing design scheme reduce project cost.
Arrangement and method for construction determine: constructing aims, economical rationality principle under, according to cast-in-place concrete pile geological information, mention
Priority and difficulty in preceding discovery work progress reasonably selects construction technology, and comparative analysis determines optimal arrangement and method for construction, improves pipe
Manage effect.
Technical annotation in construction: utilizing BIM construction model, confide a technological secret before going into operation to site operation person, operating personnel,
Construction key points and difficulties are shown in three-dimensional form, make it easier to understand design idea and construction technical requirement, it is ensured that engineering
Quality.
Information extraction includes the geologic data that cast-in-place concrete pile is exported by BIM construction model in this example, adds coagulation
Native bored concrete pile design data information, it is rear to form Concrete Grouting Pale job instruction two dimensional code, operating personnel's available handsets
Mobile terminal scans the two-dimensional code technology to its automatic identification by APP, reduces mistake with this.
Cast-in-place concrete pile data information updates: when Concrete Grouting Pale, site operation person can be by on-site concrete
Filling pile construction data information (practical stake is long, practical filling concrete amount etc.) typing BIM construction model, with alternative design data
It completes to update, by the way that updated data information is combed and collected, realizes information system management, be cast-in-place concrete pile engineering
The foundation of BIM completion model provides data information and supports.
Project cost: automatically extracting project amount by BIM construction model, can be according to projects such as time, regions, with statistics
Table and corresponding information sifting carry out estimating for various main material (concrete, reinforcing bar etc.) specifications and consumption, work out material
Consumption inventory, is exported with Microsoft Excel；People, machine consumption are calculated in conjunction with Design of Construction Organization, then is aggregated to form branch's subitem
Bill of quantities；
The simulation of 4D progress: BIM construction model and microsoft the project schedule worked out are directed respectively into
In navisworks software, time dimension is added after interrelated and carries out construction simulation.
Fig. 2 is the system block diagram of the Concrete Grouting Pale system based on BIM technology in embodiment, including three-dimensional geological
Model building module 1, cast-in-place concrete pile three-dimension modeling module 2, cast-in-place concrete pile engineering BIM construction model establish mould
Block 3 and cast-in-place concrete pile engineering BIM construction model application module 4, wherein three-dimensional geological model establishes module 1 for establishing three
Tie up geological model；Cast-in-place concrete pile three-dimension modeling module 2 is for establishing cast-in-place concrete pile threedimensional model；Concrete fills
Note stake engineering BIM construction model establishes module 3 for the cast-in-place concrete pile threedimensional model to be imported the three-dimensional geological mould
Type is overlapped further according to basic point and overlaps the two, completes the foundation of cast-in-place concrete pile engineering BIM construction model；Filling concrete
Stake engineering BIM construction model application module 4 carries out drawing meeting for the application cast-in-place concrete pile engineering BIM construction model
It examines, the determination of driving depth control, arrangement and method for construction, technical annotation in construction, information extraction, the update of cast-in-place concrete pile data information, engineering
Cost and the simulation of 4D progress.
Claims (8)
1. a kind of concrete filling pile construction method based on BIM technology, it is characterised in that steps are as follows:
Establish three-dimensional geological model；
Establish cast-in-place concrete pile threedimensional model；
The cast-in-place concrete pile threedimensional model is imported into the three-dimensional geological model, is overlapped further according to basic point and overlaps the two,
Complete the foundation of cast-in-place concrete pile engineering BIM construction model；
Drawing joint examination is carried out using the cast-in-place concrete pile engineering BIM construction model, driving depth control, arrangement and method for construction determination, is applied
Work is confided a technological secret, information extraction, cast-in-place concrete pile data information updates, project cost and 4D progress are simulated.
2. the concrete filling pile construction method according to claim 1 based on BIM technology, it is characterised in that: described to build
Vertical three-dimensional geological model includes:
Two-dimentional graph will be reconnoitred and import GeoStation for city (ground version) software；
By to two-dimentional graph differently the tracing of matter attribute, referring to split complete geology three dimensional microscopy；
Same geological property lines in wire-frame model are fitted to form geological interface；
Landform is stretched to design altitude with forming construction area layer entity downwards, it is divided with ground bed boundary and is obtained each
Rock-soil layer element entity model, i.e. completion geologic three-dimensional model.
3. the concrete filling pile construction method according to claim 1 based on BIM technology, it is characterised in that: described to build
Founding cast-in-place concrete pile threedimensional model includes:
Engineering monomer stake bit plane layout drawing is imported in Restation software；
Further according to the technical requirement on design of arrangement of reinforcement in Shop Drawing Design Document IT Application, the steel reinforcement cage of stake and dimension is drawn, is established mixed
Solidifying soil bored concrete pile threedimensional model.
4. the concrete filling pile construction method according to claim 1 based on BIM technology, it is characterised in that: the stake
Long control includes using navisworks software according to the cast-in-place concrete pile engineering BIM construction model to cast-in-place concrete pile
Collision detection is carried out with holding force layer model, an end is calculated and enters bearing stratum depth, it is long to adjust stake again according to collision result.
5. the concrete filling pile construction method according to claim 1 based on BIM technology, it is characterised in that: the letter
It includes the geologic data that cast-in-place concrete pile is exported by the cast-in-place concrete pile engineering BIM construction model that breath, which extracts, is added
Cast-in-place concrete pile design data information, rear formed refer to for the Concrete Grouting Pale operation of mobile phone mobile terminal scanning recognition
Lead book two dimensional code.
6. the concrete filling pile construction method according to claim 1 based on BIM technology, it is characterised in that: the work
Journey cost includes:
Project amount is automatically extracted by the cast-in-place concrete pile engineering BIM construction model；
According to time, region, estimating for various main material specifications and consumption is carried out with statistical form and corresponding information sifting,
Consumption of materials inventory is worked out, is exported with Microsoft Excel；
People, machine consumption are calculated in conjunction with Design of Construction Organization, then is aggregated to form part-to-item project amount inventory.
7. the concrete filling pile construction method according to claim 1 based on BIM technology, it is characterised in that: the 4D
Progress is simulated
The cast-in-place concrete pile engineering BIM construction model and microsoft the project schedule worked out are led respectively
Enter in navisworks software, adds time dimension after interrelated and carry out construction simulation.
8. a kind of Concrete Grouting Pale system based on BIM technology characterized by comprising
Three-dimensional geological model establishes module (1), for establishing three-dimensional geological model；
Cast-in-place concrete pile three-dimension modeling module (2), for establishing cast-in-place concrete pile threedimensional model；
Cast-in-place concrete pile engineering BIM construction model establishes module (3), for importing the cast-in-place concrete pile threedimensional model
The three-dimensional geological model is overlapped further according to basic point and overlaps the two, completes building for cast-in-place concrete pile engineering BIM construction model
It is vertical；
Cast-in-place concrete pile engineering BIM construction model application module (4), for being applied using the cast-in-place concrete pile engineering BIM
Work model carries out drawing joint examination, driving depth control, arrangement and method for construction determination, technical annotation in construction, information extraction, cast-in-place concrete pile number
It is simulated according to information update, project cost and 4D progress.
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Cited By (12)
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| CN110287511A (en) * | 2019-04-30 | 2019-09-27 | 中国二十冶集团有限公司 | Pile Type and Construction Quality Control Method based on BIM technology |
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| CN110287511B (en) * | 2019-04-30 | 2023-01-31 | 中国二十冶集团有限公司 | Pile foundation type selection and construction quality control method based on BIM technology |
| CN110287511A (en) * | 2019-04-30 | 2019-09-27 | 中国二十冶集团有限公司 | Pile Type and Construction Quality Control Method based on BIM technology |
| CN110704916A (en) * | 2019-09-24 | 2020-01-17 | 中水北方勘测设计研究有限责任公司 | BIM technology-based large complex three-dimensional geological model grid coarsening method |
| CN110704916B (en) * | 2019-09-24 | 2023-06-16 | 中水北方勘测设计研究有限责任公司 | BIM technology-based large complex three-dimensional geological model grid coarsening method |
| CN111046474A (en) * | 2019-12-19 | 2020-04-21 | 长江勘测规划设计研究有限责任公司 | Grouting process data multidimensional integration analysis method based on BIM technology |
| CN111287185A (en) * | 2020-04-03 | 2020-06-16 | 中国十七冶集团有限公司 | Cast-in-place pile head breaking method based on BIM |
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| WO2022052437A1 (en) * | 2020-09-09 | 2022-03-17 | 中国五冶集团有限公司 | Informatization technology-based pile pouring structure and pile structure |
| CN112632657A (en) * | 2020-11-30 | 2021-04-09 | 四川建筑职业技术学院 | Prestressed pipe pile matching system and method based on BIM technology |
| CN112632657B (en) * | 2020-11-30 | 2023-04-21 | 四川建筑职业技术学院 | BIM technology-based prestressed pipe pile matching system and pile matching method |
| CN112465972A (en) * | 2020-12-04 | 2021-03-09 | 中国电建集团昆明勘测设计研究院有限公司 | Geological study and judgment method based on BIM model and pile foundation modeling |
| CN112465972B (en) * | 2020-12-04 | 2022-04-15 | 中国电建集团昆明勘测设计研究院有限公司 | Geological study and judgment method based on BIM model and pile foundation modeling |
| CN113360963B (en) * | 2021-06-03 | 2023-11-21 | 中国建筑第八工程局有限公司 | Engineering pile length batch pre-judging method based on BIM technology |
| CN113360963A (en) * | 2021-06-03 | 2021-09-07 | 中国建筑第八工程局有限公司 | Engineering pile length batch prejudging method based on BIM technology |
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| CN114934504A (en) * | 2022-04-24 | 2022-08-23 | 珠海华发人居生活研究院有限公司 | One-column one-pile construction method for super-large cross section |
| CN115982975A (en) * | 2022-12-17 | 2023-04-18 | 中交建筑集团有限公司 | Method for simultaneously operating adjacent cast-in-situ bored piles |
| CN116484486A (en) * | 2023-06-25 | 2023-07-25 | 北京建工四建工程建设有限公司 | New and old engineering pile foundation comprehensive treatment method |
| CN116484486B (en) * | 2023-06-25 | 2023-09-22 | 北京建工四建工程建设有限公司 | New and old engineering pile foundation comprehensive treatment method |
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Application publication date: 20190416 |