CN106326536A - Standardized construction method for hydraulic prefabricated member based on BIM (Building Information Modeling) - Google Patents

Standardized construction method for hydraulic prefabricated member based on BIM (Building Information Modeling) Download PDF

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Publication number
CN106326536A
CN106326536A CN201610681027.0A CN201610681027A CN106326536A CN 106326536 A CN106326536 A CN 106326536A CN 201610681027 A CN201610681027 A CN 201610681027A CN 106326536 A CN106326536 A CN 106326536A
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bim
component
members
modeling
construction method
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吴晓南
赵佳宾
樊蕾雷
陈雷
马佩策
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SHANGHAI COMMUNICATIONS CONSTRUCTION GENERAL CONTRACTING Ltd
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SHANGHAI COMMUNICATIONS CONSTRUCTION GENERAL CONTRACTING Ltd
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Publication of CN106326536A publication Critical patent/CN106326536A/en
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    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation

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  • Theoretical Computer Science (AREA)
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Abstract

The invention provides a standardized construction method for a hydraulic prefabricated member based on BIM (Building Information Modeling). The standardized construction method comprises the following steps: S1, modeling a three-dimensional parameterization model by using a BIM modeling tool, and further implementing the design of three-dimension drawing according to the model; S2, dividing and classifying project units according to different members; S3, deploying corresponding members in a three-dimensional model of a specific project; S4, exporting to obtain an arrangement drawing, a detail table and control parameters of the members, and counting the project quantity of the members; S5, performing BIM on a prefabricated field, and guiding capital construction of the prefabricated field based on the BIM; S6, exporting the three-dimensional parameterization model, thereby performing specific three-dimension design and structure operation on the members; S7, simulating all stages of field operation for prefabricating the members; S8, implementing field prefabrication of the members; S9, prefabricating the members and implanting chips containing traceable prefabrication quality information of the members into the members; S10, after prefabrication of the members is finished, performing hanging safe construction on the members.

Description

Water conservancy project prefabricated components standardized construction method based on BIM
Technical field
The present invention relates to water conservancy project field, particularly relate to a kind of water conservancy project prefabricated components standardized construction method based on BIM.
Background technology
At present, in waterwork application have substantial amounts of prefabricated components, as I shape block, corner hollow square, barrier board, Turning round king's block, three cylinders, anvil body, corner cone, hexagonal pyramid, nut block, exposed throughout type hexahedron etc., these components are often at certain One water conservancy project project uses and large number of, the most thousand of several ten thousand at most simultaneously, typically set up near construction project to be built Interim or fixing precasting yard carries out prefabricated.
In traditional construction, the number of components is difficult to before the project implementation accurately calculate.Water conservancy project prefabricated components are generally used for work In the journey later stage, it is considered to construction intensity when component conservation cycle and onsite application, component need to store up in a large number in prefabricated place, and component is raw It is big that product turns heap workload, and the precasting yard having less place especially proposes at a relatively high stock control difficulty.Also make prefabricated Field just need to produce simulation to each function zoning, turn heap efficiency at the beginning of setting up, and the ability of storing up carries out the arrangement planned as a whole.Traditional field Ground level is arranged can not fully reflect production practical situation.
The component of so many quantity need to note ensureing every quality from start to finish, and construction management difficulty is big.
The three-dimensional configuration of some hydraulic element is more complicated, and the difficulty of processing of template is relatively big, and O. gracilipes is difficult to control to, essence Spend relatively low.The pose pattern of some hydraulic element is complicated, it is difficult to express with traditional two-dimentional drawing.Each engineering is due to ripple Wave, depth condition are different, even if same engineering, due also to use position different, the kind of block used by it and specification phase not to the utmost With, especially in the component intermediate location of two kinds of different sizes, it is impossible to draw accurate construction drawing, to the management of job site And prescription brings many difficulties.
Summary of the invention
In order to solve above-mentioned problem, the invention provides a kind of water conservancy project prefabricated components standardization based on BIM and execute Work method, comprises the steps:
S1: utilize BIM modeling tool to carry out the modeling of three-dimensional parametric modeling, and then implement setting of three-dimensional drawing accordingly Meter;
S2: project dividing elements is sorted out according to the difference of component;
S3: arrange corresponding component in concrete engineering threedimensional model;
S4: situation about postponing based on step S3 cloth, derives and obtains the typesetting figure of component, detail list and control parameter, and unite Quantities in respect of component;Described detail list at least records the classification of the project unit that S2 is divided in steps;
S5: according to quantities and the Production requirement of step S4 statistics, precasting yard place is carried out BIM modeling, and based on This instructs the capital construction of precasting yard;
S6: derive described three-dimensional parametric modeling, thus carry out concrete three dimensional design and structure arithmetic for component;
S7: utilize step S5 institute established model, each stage of the field operation of simulation element precast;
S8: according to step S6 three dimensional design and the result of structure arithmetic, each stage of step S7 simulation, and step S4 Typesetting figure, detail list and the control parameter established, implements on-the-spot element precast;
S9: element precast is implanted the chip of the prefabricated quality information comprising retrospective component;
S10: complete component prefabricated after, component is hung peace construction.
Optionally, in described step S3, also include situation about arranging is carried out the process that examination & verification optimizes.
Optionally, in described step S1 and S5, REVIT software is utilized to be modeled.
Optionally, in described step S5, when precasting yard is carried out BIM modeling:
According to Production requirement, the modeling to precasting yard key equipment;
According to quantities and Production requirement, carry out precasting yard and produce distribution and the modeling in component stockyard of functional area.
Optionally, described key equipment at least includes crane gear, transporting equipment, mixing plant;Described production functional areas Territory at least includes raw material stockyard, stirring region, steel bar meter region, template machining area, production line and transport routes.
Optionally, in described step S5, modeled by BIM, demonstration precasting yard ground capital construction flow process and in detail node, and raw Become precasting yard infrastructure project amount inventory and capital investment program thereof, and then instruct the capital construction work of precasting yard.
Optionally, in described step S7, including: by the simulation in each stage to field operation, in each stage Procedures carries out collision detection.
Optionally, in described step S7, including: by the simulation in each stage to field operation, calculate component and exist Materials plan in prefabrication process, and then:
In described step S8, carry out the cost of element precast according to element precast cost planning determined by materials plan Management, and carry out stock control accordingly.
Optionally, after described step S10, also include the process of inspection of quality.
The present invention utilizes BIM technology, is modeled project, in the three-dimensional model each component is carried out typesetting, and derives Typesetting figure, detail list and the associated control parameters etc. of component;According to application plan, the capital construction of precasting yard place is carried out three-dimensional simulation, It is especially focused on function zoning;Carrying out the component each operation three-dimensional simulation of production and collision detection guarantees construction safety, component is prefabricated Carry out prefabricated according to detail list and associated control parameters and implant and can review the chip of quality information, stacking Site Classification collection Middle stacking is also transported to job site, and according to component typesetting figure or threedimensional model, carry out component hangs peace construction and inspection of quality.
Compared with prior art, the present invention obtains and provides the benefit that:
The most quickly carry out the accurate calculating of component quantities, can be according to engineering practice, quick and precisely reasonable Arrangement is faced Time or fixing prefabricated place, and guide capital construction.
2. the simulation of visible i.e. available production process can check potential safety hazard rapidly, and the linking of each operation is more rational, Improve production efficiency.
3. Visualization Model, contributes to site operation and confides a technological secret, and reduces construction organization difficulty, improves work on the spot effect Rate.
4. parametric control component model size is beneficial to stencil design making, improves element precast efficiency and precision.
5. project information automatically generates, and improves quantities calculation precision, it is ensured that the accurate confession of each phase material of project progress Should, beneficially cost control, the quality trackability implanting each component of guarantee of quality chip.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of A type torsion-bending ratio component in an alternate embodiment of the present invention;
Fig. 2 is the schematic diagram simulating A type torsion-bending ratio component in an alternate embodiment of the present invention;
Fig. 3 is the schematic diagram of barrier board component in an alternate embodiment of the present invention;
Fig. 4 is the schematic diagram of hex nut component in an alternate embodiment of the present invention;
Fig. 5 is the schematic diagram of an alternate embodiment of the present invention hollow core block member.
Detailed description of the invention
Below with reference to Fig. 1 to Fig. 5, the water conservancy project prefabricated components standardized construction method based on BIM that the present invention is provided Being described in detail, it is optional embodiment of the present invention, it is believed that those skilled in the art are not changing present invention essence In the range of god and content, it is possible to it is modified and polishes.
Please comprehensive reference Fig. 1 to Fig. 5, the invention provides a kind of water conservancy project prefabricated components standardized construction side based on BIM Method, comprises the steps:
S1: utilize BIM modeling tool to carry out the modeling of three-dimensional parametric modeling, and then implement setting of three-dimensional drawing accordingly Meter;
Specifically, the three-dimensional parametric modeling of component can be created in REVIT software, furthermore, it is understood that according to setting Meter drawing creates three Uygurs storehouses of project component, creates the three-dimensional parameterized physical model of component, be convenient in REVIT software The size of the model of control member and each O. gracilipes.
Be familiar with relating to the process of drawing further, it is possible to divide into and set up three-dimensional parametric modeling, i.e. component BIM The process of model:
Be familiar with design drawing, it may be determined that component kind to be applied in project and specification, specify each component shape and The relevant informations such as relevant each O. gracilipes, determine component lays form.
The foundation of component BIM model, according to design drawing, creates the three-dimensional parameterized mould of each component in REVIT software Type, model must reflect the relevant information of component all-sidedly and accurately, forms the three-dimensional structure race storehouse that project is exclusive.If Fig. 1 is A type Torsion-bending ratio schematic diagram, Fig. 3 is barrier board schematic diagram, and Fig. 4 is hex nut block schematic diagram, and Fig. 5 is cavity block schematic diagram.Respectively The requirement of the name construction to be met of race, reaches model corresponding with project, and be convenient in work progress checks, guidance is executed Work.
All by component parameter during the establishment of component model, specific purposes are intended to make model overall to scale, It is easy to the acquisition of some component information not having prefabricated mistake.Such as torsion-bending ratio, its shape matching is complicated, during project uses General is the block of integer by the weight such as 2 tons or 7 tons, by the change of component parameter Controlling model volume, contributes to acquisition To the relevant parameter of non-integer weighing body block, substantially increase prefabricated efficiency and the precision of this class A of geometric unitA.The following table is turning round king's word Block, hex nut block and the parameters of hollow block.Component kind to be applied in identifying project and specification, specify each component The relevant informations such as shape and relevant each O. gracilipes, determine component lays form.
S2: project dividing elements is sorted out according to the difference of component;It is easy to grasp the component transition part of two kinds of different sizes Position;
Further in specific embodiment, according to whole project model, the region applying identical components is carried out unit and draws Point, and be numbered.Same unit not only component kind should be identical, and component specification also should be just as, and the pose pattern of component also should Identical, parameters all just as can be classified as Unified Element body.During a certain identical components large area is put, to close Division unit body is carried out in the position of key pile No., and the region segmentation as far as possible large area put is little unit, it is simple to drawing of quantities Divide statistics, be more convenient for grasping the pose pattern of the intermediate location model of two kinds of components.
S3: arrange corresponding component in concrete engineering threedimensional model;In described step S3, also include the feelings arranged Condition carries out the process that examination & verification optimizes.
Furthermore, it is understood that in optional embodiment of the present invention, REVIT software carries out the integral arrangement of component, The bonding state of adjacent component is checked in real time, it is ensured that the precision of model reaches certain level, can be accurate during three dimensional arrangement Guiding construction.Rule such as torsion-bending ratio is laid, and first creates torsion-bending ratio and puts unit, and utilizes contingency table in the REVIT scale of construction Face and add the function of pattern by the unit of torsion-bending ratio with certain law generation in its placement area, be greatly improved layout effect Rate, all can be rapidly completed cloth in this way as rule that Fig. 2 is torsion-bending ratio lays form, barrier board and hex nut block Put.Irregularly laying and in the case of cavity block fills the dike heart for torsion-bending ratio, it is possible to use 3Dmax barodynamics function or The function of other software simulated gravities, simulate component in certain altitude throw under, drop to the situation of placement area at random.
The process that examination & verification optimizes, it is to be understood that postpone at the cloth completing model, should be carried out for the deployment scenarios of model Checking, whether the layout checking component meets the requirement of design, on the premise of satisfied design requires, for specific region to cloth Put and be optimized, as two kinds of components connect the overlap joint problem in region, reduce repeating of component in model.
S4: situation about postponing based on step S3 cloth, derives and obtains the typesetting figure of component, detail list and control parameter, and unite Quantities in respect of component;Described detail list at least records the classification of the project unit that S2 is divided in steps;It is attached to tool In body embodiment, utilize the automatic mapping function of REVIT software, be derived automatically from component typesetting figure and element precast and construction is detailed Table.
The relevant parameter of each component can refer to following table and understands:
Relevant component typesetting figure, completes cloth at project component and postpones, and utilizes the function of REVIT automatic mapping, derives component Typesetting figure, it is also possible to derive CAD form after some specific region in project or component are added labelling or explanatory notes Typesetting figure.Or utilize BIM 360Glue and Fuzor Mobile etc. can check that on the equipment of mobile terminal the software of model is the most sharp Checking model with ipad or mobile phone, guide field is constructed and confides a technological secret.
Relevant component detail list, completes cloth to project component and postpones, and utilizes REVIT to derive the function of detail list, Ke Yixuan Select a certain region or component detail list is derived in certain several region, add up component quantities.
S5: according to quantities and the Production requirement of step S4 statistics, precasting yard place is carried out BIM modeling, and based on This instructs the capital construction of precasting yard, the program can be beneficial to the layout of general layout, prefabricated place, and its beneficial effect can be according to hereafter The object of concrete modeling is with reference to understanding;In described step S5, REVIT software is utilized to be modeled.
In optional embodiment of the present invention, in described step S5, when precasting yard is carried out BIM modeling:
According to Production requirement, the modeling to precasting yard key equipment;Described key equipment at least includes crane gear, transport Equipment, mixing plant;Described production functional area at least includes raw material stockyard, stirring region, steel bar meter region, template Machining area, production line and transport routes.According to quantities and Production requirement, carry out precasting yard produce the distribution of functional area with And the modeling in component stockyard.
Visible, in conjunction with above content it can be understood as, utilize the key equipment that REVIT software creation precasting yard is relevant BIM model, mainly includes mixing plant, all kinds of crane gear relevant with production, transporting equipment, does standard for Slag modeling plan Standby.Meanwhile, carry out precasting yard production schedule arrangement according to prefabricated components quantities and onsite application schedule requirement, and in BIM Carry out the simulation of production technology layout, including function zoning (stirring area, production line, stockyard etc.) so that it is connection and reasonable arrangement, further For, it can include producing functional area (raw material stockyard, stirring region, steel bar meter region, template machining area, life Produce line, transport routes) distribution, component stockyard and heavy mechanical equipment.
In optional embodiment of the present invention, in described step S5, modeled by BIM, demonstration precasting yard ground capital construction flow process And detailed node, and generate precasting yard infrastructure project amount inventory and capital investment program thereof, and then instruct the capital construction work of precasting yard.Can See, the present invention process simulation by BIM, demonstration precasting yard ground capital construction flow process and in detail node, and generate precasting yard capital construction work Journey amount inventory and capital investment program, instruct the capital construction work in place.Specifically, when simulation different periods especially produces peak, Component produces, turns heap, goes out the linking of each functional areas, place when transporting, and continues to optimize, and reduces place usable floor area and reduces capital construction input, Automatically infrastructure project amount is produced.
S6: derive described three-dimensional parametric modeling, thus carry out concrete three dimensional design and structure arithmetic for component;Enter One step specifically, utilizes the components three-dimensional model created in REVIT software, imports in UG software and carries out component steel form Three dimensional design and structural checking computation (finite element analysis) evaluation work, and automatically generate making template use quantity of material.
S7: utilize step S5 institute established model, each stage of the field operation of simulation element precast;
In optional embodiment of the present invention, in described step S7, including:
By the simulation in each stage to field operation, procedures in each stage is carried out collision detection.
By the simulation in each stage to field operation, calculate component materials plan in prefabrication process, and then: In described step S8, carry out the cost management of element precast according to element precast cost planning determined by materials plan, and Carry out stock control accordingly.
The most specifically, BIM simulates the field operation situation in each stage of precasting yard, main test place cloth The reasonability put, by the collision detection of each working procedure operation, improves Ground arrangement and meets the requirement of safety in production;By right Produce the simulation of stockyard, peak period state, understand the storage capacity of precasting yard, Instructing manufacture more accurately.
Additionally, according to BIM model, calculate the component artificial, the consumption plan of material, equipment etc. in the prefabricated construction stage, Cost planning is automatically generated according to consumption plan.Carry out material stock material management on this basis, instruct buying, it is to avoid in short supply or Material stacking.
S8: according to step S6 three dimensional design and the result of structure arithmetic, each stage of step S7 simulation, and step S4 Typesetting figure, detail list and the control parameter established, implements on-the-spot element precast;
Combining step S6 to S8, in actual job, the prefabricated of component is carried out, without exception according to project in factory for prefabrication The number of components in component detail list carries out prefabricated and material purchases, utilizes the control parameter determination component that REVIT software is derived The specification of model and each O. gracilipes import the making carrying out template in UG.Plant prefabricated component to divide in stacking place by coding In class set stack, it is simple to component go out fortune.By BIM and the component production schedule automatically generate relevant to component artificial, material, Facilities plan, carries out cost control on this basis.By the simulation of operation each to prefabricated construction, check whether procedure connection closes Whether reason, have potential safety hazard by visible i.e. available 3-D view inspection in work progress.Check that stockyard is in peak period Storage capacity state, determines rational component converse transportation route.
S9: element precast is implanted the chip of the prefabricated quality information comprising retrospective component;Component can be reviewed produce The chip of information was tackled workman before prefabricated and is giveed training and tell somebody what one's real intentions are, it is ensured that the quality of prefabricated components reaches the requirement of design.
S10: complete component prefabricated after, component is hung peace construction.
In specific implementation process, the peace of hanging of hydraulic element typically uses loop wheel machine ship or some above water to use automobile Hanging etc. and to carry out hanging peace construction, affected by stormy waves condition waterborne, its construction risk degree is big, and quality is difficult to control.Therefore execute hanging peace Before work, utilize CAD diagram paper or threedimensional model and animation of telling somebody what one's real intentions are accordingly that workman is told somebody what one's real intentions are, should be first in work progress The application measurement equipment such as GPS carries out positioning, unwrapping wire, equipotential or unwrapping wire accurately after in strict accordance with arranging that typesetting figure carries out hanging peace and executes Work, compare check in construction limit, limit, it is ensured that construction quality.
In optional embodiment of the present invention, after described step S1O, also include the process of inspection of quality.Tool further For body, when inspection of quality, chip trackability inspection scene component hang peace position and associated components lay density with Deployment scenarios in threedimensional model is the most consistent, checks whether associated components connecting portion meets design and code requirement.
In sum, the present invention utilizes BIM technology, is modeled project, arranges each component in the three-dimensional model Version, and derive typesetting figure, detail list and the associated control parameters etc. of component;According to application plan, the capital construction of precasting yard place is carried out Three-dimensional simulation, is especially focused on function zoning;Carry out the component each operation three-dimensional simulation of production and collision detection guarantees construction safety, structure Part carries out prefabricated at precasting yard according to detail list and associated control parameters and implants and can review the chip of quality information, is stacking field Ground category set is stacked and is transported to job site, according to component typesetting figure or threedimensional model, carry out component hang peace construction and Inspection of quality.
Compared with prior art, the present invention obtains and provides the benefit that:
The most quickly carry out the accurate calculating of component quantities, can be according to engineering practice, quick and precisely reasonable Arrangement is faced Time or fixing prefabricated place, and guide capital construction.
2. the simulation of visible i.e. available production process can check potential safety hazard rapidly, and the linking of each operation is more rational, Improve production efficiency.
3. Visualization Model, contributes to site operation and confides a technological secret, and reduces construction organization difficulty, improves work on the spot effect Rate.
4. parametric control component model size is beneficial to stencil design making, improves element precast efficiency and precision.
5. project information automatically generates, and improves quantities calculation precision, it is ensured that the accurate confession of each phase material of project progress Should, beneficially cost control, the quality trackability implanting each component of guarantee of quality chip.

Claims (9)

1. a water conservancy project prefabricated components standardized construction method based on BIM, it is characterised in that: comprise the steps:
S1: utilize BIM modeling tool to carry out the modeling of three-dimensional parametric modeling, and then implement the design of three-dimensional drawing accordingly;
S2: project dividing elements is sorted out according to the difference of component;
S3: arrange corresponding component in concrete engineering threedimensional model;
S4: situation about postponing based on step S3 cloth, derives and obtains the typesetting figure of component, detail list and control parameter, and add up structure The quantities of part;Described detail list at least records the classification of the project unit that S2 is divided in steps;
S5: according to quantities and the Production requirement of step S4 statistics, precasting yard place is carried out BIM modeling, and refers to based on this Lead the capital construction of precasting yard;
S6: derive described three-dimensional parametric modeling, thus carry out concrete three dimensional design and structure arithmetic for component;
S7: utilize step S5 institute established model, each stage of the field operation of simulation element precast;
S8: establish according to step S6 three dimensional design and the result of structure arithmetic, each stage of step S7 simulation, and step S4 Typesetting figure, detail list and control parameter, implement on-the-spot element precast;
S9: element precast is implanted the chip of the prefabricated quality information comprising retrospective component;
S10: complete component prefabricated after, component is hung peace construction.
2. water conservancy project prefabricated components standardized construction method based on BIM as claimed in claim 1, it is characterised in that: described In step S3, also include situation about arranging is carried out the process that examination & verification optimizes.
3. water conservancy project prefabricated components standardized construction method based on BIM as claimed in claim 1, it is characterised in that: described In step S1 and S5, REVIT software is utilized to be modeled.
4. water conservancy project prefabricated components standardized construction method based on BIM as claimed in claim 1, it is characterised in that: described In step S5, when precasting yard is carried out BIM modeling:
According to Production requirement, the modeling to precasting yard key equipment;
According to quantities and Production requirement, carry out precasting yard and produce distribution and the modeling in component stockyard of functional area.
5. water conservancy project prefabricated components standardized construction method based on BIM as claimed in claim 4, it is characterised in that: described pass Button apparatus at least includes crane gear, transporting equipment, mixing plant;Described production functional area at least includes raw material heap Field, stirring region, steel bar meter region, template machining area, production line and transport routes.
6. water conservancy project prefabricated components standardized construction method based on BIM as claimed in claim 1, it is characterised in that: described In step S5, modeled by BIM, demonstration precasting yard ground capital construction flow process and in detail node, and it is clear to generate precasting yard infrastructure project amount List and capital investment program thereof, and then instruct the capital construction work of precasting yard.
7. water conservancy project prefabricated components standardized construction method based on BIM as claimed in claim 1, it is characterised in that: described In step S7, including: by the simulation in each stage to field operation, procedures in each stage is carried out collision detection.
8. water conservancy project prefabricated components standardized construction method based on BIM as claimed in claim 1, it is characterised in that: described In step S7, including: by the simulation in each stage to field operation, calculate component materials plan in prefabrication process, And then:
In described step S8, carry out the cost pipe of element precast according to element precast cost planning determined by materials plan Reason, and carry out stock control accordingly.
9. water conservancy project prefabricated components standardized construction method based on BIM as claimed in claim 1, it is characterised in that: described After step S10, also include the process of inspection of quality.
CN201610681027.0A 2016-08-17 2016-08-17 Standardized construction method for hydraulic prefabricated member based on BIM (Building Information Modeling) Pending CN106326536A (en)

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CN110162852A (en) * 2019-05-09 2019-08-23 北新集团建材股份有限公司 A method of automatically generating light steel keel gypsum board furred ceiling model
CN110717685A (en) * 2019-10-15 2020-01-21 广东博智林机器人有限公司 Building material management system and method
CN110941867A (en) * 2019-11-07 2020-03-31 广东龙越建筑工程有限公司 Construction method of standardized site layout based on BIM
CN111105204A (en) * 2019-11-21 2020-05-05 中国建筑第四工程局有限公司 Construction project progress reporting and managing method and information processing device
CN112016146A (en) * 2020-08-27 2020-12-01 上海交通建设总承包有限公司 Hydraulic model modeling system based on Revit
CN117807688A (en) * 2024-02-29 2024-04-02 中交一航局第二工程有限公司 BIM-based precast beam field design method, electronic equipment and storage medium

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CN107012860A (en) * 2017-06-02 2017-08-04 中国十七冶集团有限公司 A kind of construction method of the post Single Pile joint bar positioner based on BIM technology
CN107330153A (en) * 2017-06-06 2017-11-07 中国建筑股份有限公司 A kind of prefabricated concrete structure BIM models two-stage parameterizes construction method
CN107255981A (en) * 2017-06-14 2017-10-17 成都智建新业建筑设计咨询有限公司 A kind of super high rise building transport of materials management system based on BIM
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CN107220462A (en) * 2017-06-27 2017-09-29 中建局集团建设发展有限公司 The production method and system of a kind of parametrization reinforcing bar applied to prefabricated components
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CN107590334A (en) * 2017-09-11 2018-01-16 中国人民解放军63926部队 A kind of complex object stay in place form construction method
CN107590334B (en) * 2017-09-11 2020-11-06 中国人民解放军63926部队 Construction method of template with complex body structure
CN108280281A (en) * 2018-01-18 2018-07-13 宋强 A kind of construction cost control method and system based on BIM technology
CN108647404A (en) * 2018-04-23 2018-10-12 中建三局第建设工程有限责任公司 Masonry Intelligentized design method based on BIM and its device
CN109543209A (en) * 2018-09-19 2019-03-29 中建科技有限公司深圳分公司 A kind of management method and device of component database
CN109543209B (en) * 2018-09-19 2023-06-09 中建科技有限公司深圳分公司 Management method and device for component database
CN109695299A (en) * 2018-12-29 2019-04-30 中国十七冶集团有限公司 A kind of inorfil vacuum heat-preserving board construction method based on BIM technology
CN109801038B (en) * 2019-01-25 2022-05-10 中铁三局集团广东建设工程有限公司 General engineering construction method based on BIM technology application
CN109801038A (en) * 2019-01-25 2019-05-24 中铁三局集团广东建设工程有限公司 A kind of versatility engineering construction method based on BIM technology application
CN109885966A (en) * 2019-03-11 2019-06-14 中建八局轨道交通建设有限公司 The method of the conflict of sliding slot section of jurisdiction and preferred arrangement based on BIM technology
CN109885966B (en) * 2019-03-11 2023-04-18 中建八局轨道交通建设有限公司 Chute duct piece conflict and optimal arrangement method based on BIM technology
CN110162852A (en) * 2019-05-09 2019-08-23 北新集团建材股份有限公司 A method of automatically generating light steel keel gypsum board furred ceiling model
CN110717685A (en) * 2019-10-15 2020-01-21 广东博智林机器人有限公司 Building material management system and method
CN110941867A (en) * 2019-11-07 2020-03-31 广东龙越建筑工程有限公司 Construction method of standardized site layout based on BIM
CN111105204A (en) * 2019-11-21 2020-05-05 中国建筑第四工程局有限公司 Construction project progress reporting and managing method and information processing device
CN112016146A (en) * 2020-08-27 2020-12-01 上海交通建设总承包有限公司 Hydraulic model modeling system based on Revit
CN117807688A (en) * 2024-02-29 2024-04-02 中交一航局第二工程有限公司 BIM-based precast beam field design method, electronic equipment and storage medium

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