CN109783949A - A kind of external scaffolding Intelligentized design method based on BIM - Google Patents

A kind of external scaffolding Intelligentized design method based on BIM Download PDF

Info

Publication number
CN109783949A
CN109783949A CN201910054937.XA CN201910054937A CN109783949A CN 109783949 A CN109783949 A CN 109783949A CN 201910054937 A CN201910054937 A CN 201910054937A CN 109783949 A CN109783949 A CN 109783949A
Authority
CN
China
Prior art keywords
external scaffolding
bim
design
model
parameter
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910054937.XA
Other languages
Chinese (zh)
Inventor
王文剑
沃佳龙
梁宗鹏
梁松
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Star Building Polytron Technologies Inc
Original Assignee
Guangdong Star Building Polytron Technologies Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guangdong Star Building Polytron Technologies Inc filed Critical Guangdong Star Building Polytron Technologies Inc
Priority to CN201910054937.XA priority Critical patent/CN109783949A/en
Publication of CN109783949A publication Critical patent/CN109783949A/en
Pending legal-status Critical Current

Links

Landscapes

  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

Abstract

The invention discloses a kind of external scaffolding Intelligentized design method based on BIM, belongs to building field comprising following steps: Step 1: determining external scaffolding design parameter;Step 2: establishing material members information bank;Step 3: reading Architectural Structure CAD absolute altitude;Step 4: creation building structure model;Step 5: input external scaffolding design parameter;Step 6: parameter calculates design & check;Step 7: mould base intelligent designs.External scaffolding Intelligentized design method based on BIM provided by through the invention can thoroughly change the inefficient mode that current Traditional project structural analysis, CAD design and CAD go out figure, automatic map delivery after being automatically performed external scaffolding structural stress analysis on the basis of external scaffolding modeling, generate threedimensional model and mould bases optimization design, one-touch solution traditional design change brought huge hard work.

Description

A kind of external scaffolding Intelligentized design method based on BIM
Technical field
The present invention relates to architectural design fields, more specifically to a kind of external scaffolding intelligent design side based on BIM Method.
Background technique
Building Information Model (BuildingInformationModeling) i.e. BIM technology, with its information relevance, can Depending on change, harmony, simulation, optimization property, many advantages such as figure can be gone out, more and more be applied to each rank of architectural engineering Section, it not only promotes industry efficiency, has changed simultaneously traditional industry production process.
Scaffold and form work engineering be room build, highly important link in the infrastructure projects such as bridge, be out at present foot It is substantially in the hand cradle project implementation process by arrangement scaffold and template by hand, efficiency is very low, and it is preceding without three-dimensional to construct Visualization Model reference, it is improper such as to design, it is easy to bring security risk and waste of material;The complete plane of hand-designed and elevation Afterwards, it is also necessary to which artificial statistical engineering amount, manual compiling calculated description and arrangement and method for construction, heavy workload, comparatively laborious on the whole, cost It is very high;And when carrying out project construction, it usually will appear the phenomenon that overhanging type steel passes through wall column, and the construction of each member intersection Quality is difficult to control, careless slightly to do over again again, is carried out secondary treatment, is caused the serious waste and job schedule of resource It is slow.
Summary of the invention
1. technical problems to be solved
Aiming at the problems existing in the prior art, the external scaffolding intelligence based on BIM that the purpose of the present invention is to provide a kind of Can design method, solve to be out at present in the scaffold project implementation process and be substantially by arrangement scaffold and mould by hand Plate, efficiency is very low, and it is preceding without three-dimensional visualization model reference to construct, and it is improper such as to design, it is easy to bring security risk and material Material waste;After the complete plane of hand-designed and elevation, it is also necessary to artificial statistical engineering amount, manual compiling calculated description and construction party Case, heavy workload, comparatively laborious on the whole, and cost is very high;And when carrying out project construction, the construction quality of each member intersection It is difficult to control, it is careless slightly to do over again again, the problem of carrying out secondary treatment, cause the serious waste of resource.
2. technical solution
To solve the above problems, the present invention adopts the following technical scheme that.
A kind of external scaffolding Intelligentized design method based on BIM, comprising the following steps:
Step 1: determining external scaffolding design parameter: user is according to national standard and the engineering structure in project location area Design requirement and professional standard determine external scaffolding design parameter;
Step 2: establishing material members information bank: establishing material structure according to the type of a variety of materials rod piece, standard parameter etc. Part rod piece race, and material rod piece race is loaded into BIM system;
Step 3: reading Architectural Structure CAD absolute altitude: selection external scaffolding type imports CAD layers of high table, BIM automatic identification Information in CAD layers of high table, to generate layers elevation location information;
Step 4: creation building structure model: importing the structural plan CAD figure, BIM makes identification building structure outer wheels by oneself Exterior feature, to generate building outer profile and wall column model;
Step 5: input external scaffolding design parameter: after obtaining model, in BIM mode system design plate, input step The external scaffolding relevant design parameter determined in rapid one;
Step 6: parameter calculates design & check: external scaffolding design parameter being input in external scaffolding information module, is filled out After write acknowledgement, BIM establishes external scaffolding Structural Analysis Model automatically, is designed check to design parameter;
Step 7: mould base intelligent designs: after design parameter is provided with, BIM intelligently generates external scaffolding mould bases planar cloth It sets;
Step 8: structural stress analysis: calling insert structure analysis module, complete the response point of external scaffolding structure Whether analysis, analysis structure stress need to optimize;
Step 9: generating frame body threedimensional model: according to construction speed, suitable indexed plane being selected to generate external scaffolding three Dimension module can select the position for generating model according to actual needs, can be layered according to construction schedule, component is divided to generate Scaffold threedimensional model;
Step 10: mould bases optimization design: being optimized using BIM technology to external scaffolding BIM model, form complete outer foot Hand cradle BIM model;
Step 11: project amount counts: according to the scaffold Revit model of generation, directly export scaffolding work amount is bright Thin table includes upright bar, cross bar, brace, wall-connecting piece, foot guard plate, construction ladder, discharging platform, scaffold board, overhanging type steel, safety net Etc. the dosage of all kinds of components;
Step 12: construction drawing generates: directly exporting scaffold construction plan view, elevation according to threedimensional model;
Step 13: generating satisfactory calculated description and arrangement and method for construction.
Preferably, the BIM technology is based on Revit platform development.
Preferably, external scaffolding type described in step 3 includes disk button, fastener type, gate, square tower type, adhesion type liter Scaffold and suspension scaffold etc. drop.
Preferably, it after relevant design parameter described in step 5 is filled in and saves, relevant design parameter is by associations Mesh area is simultaneously stored in local, and all kinds of rod piece relevant parameters link with model.
Preferably, external scaffolding Structural Analysis Model described in step 6 establishes the detailed step of analysis are as follows: sets to correlation After meter parameter fills in confirmation, BIM software will pop up design & check interface, prompt user's design parameter whether meet safety, rationally, The requirement such as economy, and list the place for being unsatisfactory for design requirement in detail, user is facilitated to confirm unreasonable parameter and return to step Rapid one modifies, and re-establishes Structural Analysis Model, carries out structural reanalysis and structural response revalues, until meeting design Until it is required that.
Preferably, intelligent design described in step 7 the following steps are included:
1. after the completion of parameter setting, clicking " flood intelligent layout " function in BIM, BIM mould bases is according to raw in step 4 At contour of building and wall column model, scaffold upright rod is directly generated, and can quickly adjust upright bar position according to wall column position;
2. can directly sequentially generate cross bar, brace, scaffold board, overhanging type steel after arranging scaffold upright rod, hand is supported Dynamic arrangement construction ladder, people's Cargo Lift, part building outside are retracted platform, while can artificially modify according to actual needs.
Preferably, the horizontal layout of external scaffolding mould bases described in step 7 can be modified artificially, people according to actual needs For modification after need to reevaluate external scaffolding design rationality, if assessment is undesirable, modify corresponding design parameter, and Step 1 is repeated to seven, until the BIM technology optimum results of external scaffolding model meet the requirements.
Preferably, after the completion of structural stress analysis described in step 8, if desired optimize then return step one, and repeat to walk Rapid one to eight, it is carried out if not needing in next step.
Preferably, optimization design described in the step 10 includes that collision detection, model rendering, construction simulation are virtually existing Reality, information inspection, annotation measurement, Cost Management, quality control.
3. beneficial effect
Compared with the prior art, the present invention has the advantages that
(1) the external scaffolding Intelligentized design method provided by the present invention based on BIM can thoroughly change current Traditional project Structural analysis, CAD design and CAD go out the inefficient mode of figure, are automatically performed external scaffolding knot on the basis of external scaffolding modeling Structure force analysis generates the automatic map delivery after threedimensional model and mould bases optimization design, and one-touch solution traditional design changes institute's band The huge hard work come, and the BIM model established can not only complete the optimization of external scaffolding design, avoid conventional two-dimensional CAD mode is difficult to the design mistake found, and directly can provide informationization model for the subsequent construction of external scaffolding and O&M It supports, so as to which external scaffolding design efficiency and quality is greatly improved, promotes the informationization and intelligence of the design of China's external scaffolding Change horizontal.
(2) present invention can be according to the position of contour of building and shear wall, Neng Gouzhi by scaffold intelligent design method Scaffold upright rod is delivered a child into, and can quickly adjust upright bar position according to shear wall position, overhanging type steel is avoided to pass through the knot such as wall column Structure component improves working efficiency, while can artificially adjust according to actual needs so that the template of wall column be protected not cut Upright bar point and overhanging type steel, for optimizing upright bar arrangement and evacuation wall column, material gets the greatest degree of optimization arrangement, is protecting Material is saved in the case where card safety.
(3) by calculating check, design optimization and export calculated description function automatically, user is facilitated to find in time unreasonable Design parameter obtains relevant calculation book, improves the reliability of design, after the completion of design, it is clear can to export each component project amount List and project plan view, cross-section diagram eliminate the cumbersome and fallibility of artificial calculation amount, preferably guiding construction.
(4) by establishing the new library of race's component of proprietary material component, selection respective members model, automatic life are allowed users to At data such as member section characteristics, make it is more convenient to use quick, by the way that all kinds of rod piece relevant parameters are joined with BIM technology It is dynamic so that generate certain logical relation between all components, when modifying on some component, will cause it is all with Its synchronous vacations with other component informations of logical relation, to avoid manually modifying cumbersome, raising working efficiency.
(5) by the construction simulation in optimization design, prediction is three-dimensional after rectifying and improving and constructing before constructing to construction quality It tells somebody what one's real intentions are, both ensure that construction quality, be improved construction efficiency structural model, device model carries out animated walk-through demonstration, inspection Whether each structural elements spatial relationship meets the requirements and whether structural elements collides with element of installation, and external scaffolding is applied The problem of being likely to occur during work finds in advance, solves in advance, fully assesses external scaffolding engineering, make to manage it is more scientific, arrange Apply more effective, raising working efficiency, investment reduction.
Detailed description of the invention
Fig. 1 is that the present invention is based on the flow charts of the external scaffolding Intelligentized design method of BIM.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description;Obviously, described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments, is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the instruction such as term " on ", "lower", "inner", "outside" " top/bottom end " Orientation or positional relationship be based on the orientation or positional relationship shown in the drawings, be merely for convenience of description the present invention and simplification retouch It states, rather than the device or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation, Therefore it is not considered as limiting the invention.In addition, term " first ", " second " are used for description purposes only, and cannot understand For indication or suggestion relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation " " is set Be equipped with ", " be arranged/connect ", " connection " etc., shall be understood in a broad sense, such as " connection ", may be a fixed connection, be also possible to removable Connection is unloaded, or is integrally connected;It can be mechanical connection, be also possible to be electrically connected;It can be directly connected, it can also be in Between medium be indirectly connected, can be the connection inside two elements.It for the ordinary skill in the art, can be specific Situation understands the concrete meaning of above-mentioned term in the present invention.
Embodiment 1:
Referring to Fig. 1, a kind of external scaffolding Intelligentized design method based on BIM, comprising the following steps:
Step 1: determining external scaffolding design parameter: user is according to national standard and the engineering structure in project location area Design requirement and professional standard determine external scaffolding design parameter;
Step 2: establishing material members information bank: establishing material structure according to the type of a variety of materials rod piece, standard parameter etc. Part rod piece race, and material rod piece race is loaded into BIM system, selection respective members model is allowed users to, is automatically generated The data such as member section characteristic make more convenient to use quick.
Step 3: reading Architectural Structure CAD absolute altitude: selection external scaffolding type imports CAD layers of high table, BIM automatic identification Information in CAD layers of high table, to generate layers elevation location information;
Step 4: creation building structure model: importing the structural plan CAD figure, BIM makes identification building structure outer wheels by oneself Exterior feature, to generate building outer profile and wall column model;
Step 5: input external scaffolding design parameter: after obtaining model, in BIM mode system design plate, input step The external scaffolding relevant design parameter determined in rapid one;
Step 6: parameter calculates design & check: external scaffolding design parameter being input in external scaffolding information module, is filled out After write acknowledgement, BIM establishes external scaffolding Structural Analysis Model automatically, is designed check to design parameter;
Step 7: mould base intelligent designs: after design parameter is provided with, BIM intelligently generates external scaffolding mould bases planar cloth It sets;
Step 8: structural stress analysis: calling insert structure analysis module, complete the response point of external scaffolding structure Whether analysis, analysis structure stress need to optimize;
Step 9: generating frame body threedimensional model: according to construction speed, suitable indexed plane being selected to generate external scaffolding three Dimension module can select the position for generating model according to actual needs, can be layered according to construction schedule, component is divided to generate The details of scaffold threedimensional model, each building is handled, the overlap joint primary-slave relation including overhanging primary-secondary beam, building of constructing The bonding relation etc. of ladder, can direct guiding construction.
Step 10: mould bases optimization design: being optimized using BIM technology to external scaffolding BIM model, form complete outer foot Hand cradle BIM model;
Step 11: project amount counts: according to the scaffold Revit model of generation, directly export scaffolding work amount is bright Thin table includes upright bar, cross bar, brace, wall-connecting piece, foot guard plate, construction ladder, discharging platform, scaffold board, overhanging type steel, safety net Etc. the dosage of all kinds of components;
Step 12: construction drawing generates: directly exporting scaffold construction plan view, elevation according to threedimensional model;
Step 13: generating satisfactory calculated description and arrangement and method for construction.
Further, BIM is can to carry out carrying out three-dimensional display and editor well based on Revit platform development.
Further, step 3 China and foreign countries scaffold type includes disk button, fastener type, gate, square tower type, adhesion type lifting Scaffold and suspension scaffold etc., by the way that a variety of scaffold types are arranged, user can select according to demand, make operation strategies more Extensively.
Further, it after relevant design parameter is filled in step 5 and saves, relevant design parameter is by associated item Area is simultaneously stored in local, and all kinds of rod piece relevant parameters link with model, by by all kinds of rod piece relevant parameters and BIM skill Art links, so that generating certain logical relation between all components, when modifying on some component, will draw All and its synchronous vacations with other component informations of logical relation are played, to avoid manually modifying cumbersome, raising Working efficiency.
Further, step 6 China and foreign countries scaffolding structure analysis model establishes the detailed step of analysis are as follows: to relevant design After parameter fills in confirmation, BIM software will pop up design & check interface, prompt whether user's design parameter meets safety, reasonable, warp Ji property etc. requires, and lists the place for being unsatisfactory for design requirement in detail, and user is facilitated to confirm unreasonable parameter and return step One modifies, and re-establishes Structural Analysis Model, carries out structural reanalysis and structural response revalues, want until meeting design Until asking, to guarantee construction quality, it is ensured that construction is gone on smoothly.
Further, in step 7 intelligent design the following steps are included:
1. after the completion of parameter setting, clicking " flood intelligent layout " function in BIM, BIM mould bases is according to raw in step 4 At contour of building and wall column model, scaffold upright rod is directly generated, and can quickly adjust upright bar position according to wall column position, is kept away Exempt from overhanging type steel and pass through the structural elements such as wall column, so that the template of wall column be protected not cut;
2. can directly sequentially generate cross bar, brace, scaffold board, overhanging type steel after arranging scaffold upright rod, hand is supported Dynamic arrangement construction ladder, people's Cargo Lift, part building outside are retracted platform, while can artificially adjust upright bar point according to actual needs And overhanging type steel, for optimizing upright bar arrangement and evacuation wall column, material gets the greatest degree of optimization arrangement, in guarantee safety In the case where save material.
Further, external scaffolding mould bases horizontal layout in step 7 can be modified artificially, artificially according to actual needs It needs to reevaluate external scaffolding design rationality after modification, if assessment is undesirable, modifies corresponding design parameter, lay equal stress on Multiple step 1 is to seven, until the BIM technology optimum results of external scaffolding model meet the requirements, by according to project location area Actual demand is modified, and the limitation of fixed construction method is broken through, and calculating is more flexible, so that external scaffolding practicability is stronger, And then effectively guarantee construction quality.
Further, in step 8 after the completion of structural stress analysis, if desired optimize then return step one, and repeat step One to eight, it is carried out if not needing in next step.
Further, optimization design includes collision detection, model rendering, construction simulation virtual reality, information in step 10 It checks, annotate measurement, Cost Management, quality control, by the construction simulation in optimization design, before constructing to construction quality Prediction rectification with construct after three-dimensional tells somebody what one's real intentions are, both ensure that construction quality, be improved construction efficiency structural model, device model into Mobile state roaming demonstration, checks whether each structural elements spatial relationship meets the requirements and whether structural elements is sent out with element of installation Raw collision will find in advance the problem of being likely to occur in external scaffolding work progress, solve in advance, fully assesses external scaffolding work Journey, makes to manage that more scientific, measure is more effective, improves working efficiency, investment reduction.
The foregoing is intended to be a preferred embodiment of the present invention;But scope of protection of the present invention is not limited thereto. Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its It improves design and is subject to equivalent substitution or change, should be covered by the scope of protection of the present invention.

Claims (9)

1. a kind of external scaffolding Intelligentized design method based on BIM, it is characterised in that: the following steps are included:
Step 1: determining external scaffolding design parameter: user is according to national standard and the Structural Design in project location area It is required that and professional standard, determine external scaffolding design parameter;
Step 2: establishing material members information bank: establishing material members rod piece according to the type of a variety of materials rod piece, standard parameter Race, and material rod piece race is loaded into BIM system;
Step 3: reading Architectural Structure CAD absolute altitude: selection external scaffolding type imports CAD layers of high table, BIM automatic identification CAD Information in the high table of layer, to generate layers elevation location information;
Step 4: creation building structure model: the structural plan CAD figure is imported, BIM makes identification building structure exterior contour by oneself, from And generate building outer profile and wall column model;
Step 5: input external scaffolding design parameter: after obtaining model, the input step one in BIM mode system design plate The external scaffolding relevant design parameter of middle determination;
Step 6: parameter calculates design & check: external scaffolding design parameter being input in external scaffolding information module, BIM is certainly It is dynamic to establish external scaffolding Structural Analysis Model, check is designed to design parameter;
Step 7: mould base intelligent designs: after design parameter is provided with, BIM intelligently generates external scaffolding mould bases horizontal layout;
Step 8: structural stress analysis: insert structure analysis module is called, the response analysis of external scaffolding structure is completed, point Whether analysis structure stress needs to optimize;
Step 9: generating frame body threedimensional model: according to construction speed, suitable indexed plane being selected to generate external scaffolding three-dimensional mould Type can select the position for generating model according to actual needs, can be layered according to construction schedule, component is divided to generate foot hand Frame threedimensional model;
Step 10: mould bases optimization design: being optimized using BIM technology to external scaffolding BIM model, form complete external scaffolding BIM model;
Step 11: project amount counts: according to the scaffold Revit model of generation, scaffolding work amount detail list is directly exported, It is all kinds of comprising upright bar, cross bar, brace, wall-connecting piece, foot guard plate, construction ladder, discharging platform, scaffold board, overhanging type steel, safety net etc. The dosage of component;
Step 12: construction drawing generates: directly exporting scaffold construction plan view, elevation according to threedimensional model;
Step 13: generating satisfactory calculated description and arrangement and method for construction.
2. a kind of external scaffolding Intelligentized design method based on BIM according to claim 1, it is characterised in that: the BIM Technology is based on Revit platform development.
3. a kind of external scaffolding Intelligentized design method based on BIM according to claim 1, it is characterised in that: step 3 Described in external scaffolding type include disk button, fastener type, gate, square tower type, attachment type raise scaffold and suspension scaffold Deng.
4. a kind of external scaffolding Intelligentized design method based on BIM according to claim 1, it is characterised in that: step 5 Described in relevant design parameter fill in after and save, relevant design parameter by associated item area and be stored in local, respectively Class rod piece relevant parameter links with model.
5. a kind of external scaffolding Intelligentized design method based on BIM according to claim 1, it is characterised in that: step 6 Described in external scaffolding Structural Analysis Model establish analysis detailed step are as follows: after relevant design parameter fills in confirmation, BIM is soft Part will pop up design & check interface, prompts user's design parameter whether to meet safety, reasonable, economy etc. and requires, and in detail The place for being unsatisfactory for design requirement is listed, facilitates the unreasonable parameter of user's confirmation and return step one is modified, re-establish Structural Analysis Model, carries out structural reanalysis and structural response revalues, until being checked by checking computations.
6. a kind of external scaffolding Intelligentized design method based on BIM according to claim 1, it is characterised in that: step 7 Described in intelligent design the following steps are included:
1. after the completion of parameter setting, clicking " flood intelligent layout " function in BIM, BIM mould bases is built according to generation in step 4 Object profile and wall column model are built, directly generates scaffold upright rod, and can quickly adjust upright bar position according to wall column position;
2. can directly sequentially generate cross bar, brace, scaffold board, overhanging type steel after arranging scaffold upright rod, manual cloth is supported Construction ladder, people's Cargo Lift, part building outside retraction platform are set, while can artificially be modified according to actual needs.
7. a kind of external scaffolding Intelligentized design method based on BIM according to claim 1, it is characterised in that: step 7 Described in external scaffolding mould bases horizontal layout, can artificially be modified, be needed after artificial modification to external scaffolding according to actual needs Design rationality is reevaluated, if assessment is undesirable, modifies corresponding design parameter, and repeats step 1 to seven, until Until the BIM technology optimum results of external scaffolding model meet design requirement.
8. a kind of external scaffolding Intelligentized design method based on BIM according to claim 1, it is characterised in that: step 8 Described in after the completion of structural stress analysis, if desired optimize then return step one, and repeat step 1 to eight, if not needing into Row is in next step.
9. a kind of external scaffolding Intelligentized design method based on BIM according to claim 1, it is characterised in that: the step Optimization design described in rapid ten includes collision detection, model rendering, construction simulation virtual reality, information inspection, annotation measurement, makes Valence management, quality control.
CN201910054937.XA 2019-01-21 2019-01-21 A kind of external scaffolding Intelligentized design method based on BIM Pending CN109783949A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910054937.XA CN109783949A (en) 2019-01-21 2019-01-21 A kind of external scaffolding Intelligentized design method based on BIM

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910054937.XA CN109783949A (en) 2019-01-21 2019-01-21 A kind of external scaffolding Intelligentized design method based on BIM

Publications (1)

Publication Number Publication Date
CN109783949A true CN109783949A (en) 2019-05-21

Family

ID=66501820

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910054937.XA Pending CN109783949A (en) 2019-01-21 2019-01-21 A kind of external scaffolding Intelligentized design method based on BIM

Country Status (1)

Country Link
CN (1) CN109783949A (en)

Cited By (29)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110377987A (en) * 2019-07-03 2019-10-25 广东天元建筑设计有限公司 A kind of office tower frame-core tube design method based on BIM
CN110414106A (en) * 2019-07-17 2019-11-05 深圳市特辰科技股份有限公司 Adhering lifting climbing frame design method, system and storage medium based on BIM technology
CN110532691A (en) * 2019-08-29 2019-12-03 中国国际海运集装箱(集团)股份有限公司 Connecting bridge engineering construction check method and connecting bridge engineering construction nucleus correcting system
CN110795789A (en) * 2019-10-29 2020-02-14 中建四局贵州投资建设有限公司 Application method in scaffold engineering based on BIM (building information modeling) cooperation technology
CN111021720A (en) * 2019-12-24 2020-04-17 广州珠江建设发展有限公司 Bidirectional inclined traveling crane disc track formwork construction method
CN111104707A (en) * 2019-12-25 2020-05-05 广联达科技股份有限公司 Method, system and medium for constructing external scaffolds in digital building
CN111177829A (en) * 2019-12-25 2020-05-19 广联达科技股份有限公司 Method, system and medium for building external scaffold based on professional knowledge prior partitioning
CN111191310A (en) * 2019-12-25 2020-05-22 广联达科技股份有限公司 Method, system and medium for constructing external scaffold based on rapid arrangement of preferential blocks
CN111191308A (en) * 2019-12-18 2020-05-22 广联达科技股份有限公司 Method and device for constructing course arrangement mode and electronic equipment
CN111291436A (en) * 2019-10-08 2020-06-16 中国建筑一局(集团)有限公司 BIM-based high formwork safety management monitoring method and monitoring system
CN111382532A (en) * 2020-03-04 2020-07-07 广联达科技股份有限公司 Intelligent construction method, system and medium for support system
CN111488640A (en) * 2020-04-10 2020-08-04 同济大学建筑设计研究院(集团)有限公司 Bridge engineering design file generation device, computer equipment and storage medium
CN111651802A (en) * 2019-12-31 2020-09-11 广联达科技股份有限公司 Method and system for generating template scaffold customized scheme and storage medium
CN112163255A (en) * 2020-09-04 2021-01-01 中建二局第三建筑工程有限公司 Processing method and device based on beamless floor column cap frame setting data and storage medium
CN112464350A (en) * 2020-12-14 2021-03-09 四川蓉信开工程设计有限公司 Intelligent design method for rapidly generating three-dimensional models of column net and main beam
CN112487524A (en) * 2020-11-17 2021-03-12 武汉一冶建筑安装工程有限责任公司 Scaffold design method based on BIM
CN112528353A (en) * 2020-12-18 2021-03-19 深圳须弥云图空间科技有限公司 Method and device for reconstructing three-dimensional scene based on CAD drawing
CN112685807A (en) * 2020-11-19 2021-04-20 中国一冶集团有限公司 Scaffold construction process application method and system based on BIM technology
CN112800500A (en) * 2021-01-15 2021-05-14 珠海***创建筑设计有限公司 Floor slab haunching automatic design method and device based on Revit model
CN113761625A (en) * 2021-09-06 2021-12-07 中国建筑一局(集团)有限公司 Scaffold blanking and wall connecting piece position determining method based on BIM
CN114372311A (en) * 2022-01-10 2022-04-19 北京建工集团有限责任公司 BIM-based design detection method and device, electronic equipment and storage medium
CN114925550A (en) * 2022-07-14 2022-08-19 国网湖北省电力有限公司经济技术研究院 Modeling method of scaffold parameterized model
CN115048695A (en) * 2022-06-13 2022-09-13 中建二局第三建筑工程有限公司 Intelligent arrangement system and method for formwork support frames of house building engineering
CN115879206A (en) * 2023-01-17 2023-03-31 中国建筑西南设计研究院有限公司 Dynamic intelligent structure analysis method and system for wood structure design
CN116720251A (en) * 2023-08-11 2023-09-08 中国建筑第二工程局有限公司 BIM-based steel structure net rack modeling optimization system and method thereof
CN116933370A (en) * 2023-08-01 2023-10-24 中建二局第三建筑工程有限公司 Calculation system and method for intelligent accurate modeling of disc buckle type scaffold
CN116933369A (en) * 2023-08-01 2023-10-24 中建二局第三建筑工程有限公司 Calculation system and method for intelligent accurate modeling of fastener type scaffold
CN117763703A (en) * 2024-02-22 2024-03-26 中建三局集团(深圳)有限公司 Automatic pole matching method for vertical poles
CN117993087A (en) * 2024-04-07 2024-05-07 中国建筑第二工程局有限公司 BIM (building information modeling) -based quick assembly disc buckle horse way system and method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107748828A (en) * 2017-11-10 2018-03-02 重庆建工住宅建设有限公司 Construction equipment template and scaffolding work BIM application processes
CN108319755A (en) * 2017-12-29 2018-07-24 黑龙江大学 A kind of overall process optimization method of Super High hydraulic climbing formwork scaffold construction

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107748828A (en) * 2017-11-10 2018-03-02 重庆建工住宅建设有限公司 Construction equipment template and scaffolding work BIM application processes
CN108319755A (en) * 2017-12-29 2018-07-24 黑龙江大学 A kind of overall process optimization method of Super High hydraulic climbing formwork scaffold construction

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
朱爱民: "BIM技术在扣件式钢管脚手架设计中的应用", 《中国优秀硕士学位论文全文数据库 工程科技Ⅱ辑》 *
李正农等: "基于Revit的二次开发在脚手架设计中的应用研究", 《湖南大学学报》 *

Cited By (44)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110377987A (en) * 2019-07-03 2019-10-25 广东天元建筑设计有限公司 A kind of office tower frame-core tube design method based on BIM
CN110414106A (en) * 2019-07-17 2019-11-05 深圳市特辰科技股份有限公司 Adhering lifting climbing frame design method, system and storage medium based on BIM technology
CN110532691A (en) * 2019-08-29 2019-12-03 中国国际海运集装箱(集团)股份有限公司 Connecting bridge engineering construction check method and connecting bridge engineering construction nucleus correcting system
CN111291436A (en) * 2019-10-08 2020-06-16 中国建筑一局(集团)有限公司 BIM-based high formwork safety management monitoring method and monitoring system
CN110795789A (en) * 2019-10-29 2020-02-14 中建四局贵州投资建设有限公司 Application method in scaffold engineering based on BIM (building information modeling) cooperation technology
CN111191308A (en) * 2019-12-18 2020-05-22 广联达科技股份有限公司 Method and device for constructing course arrangement mode and electronic equipment
CN111021720B (en) * 2019-12-24 2021-08-10 广州珠江建设发展有限公司 Bidirectional inclined traveling crane disc track formwork construction method
CN111021720A (en) * 2019-12-24 2020-04-17 广州珠江建设发展有限公司 Bidirectional inclined traveling crane disc track formwork construction method
CN111104707A (en) * 2019-12-25 2020-05-05 广联达科技股份有限公司 Method, system and medium for constructing external scaffolds in digital building
CN111177829A (en) * 2019-12-25 2020-05-19 广联达科技股份有限公司 Method, system and medium for building external scaffold based on professional knowledge prior partitioning
CN111191310A (en) * 2019-12-25 2020-05-22 广联达科技股份有限公司 Method, system and medium for constructing external scaffold based on rapid arrangement of preferential blocks
CN111651802A (en) * 2019-12-31 2020-09-11 广联达科技股份有限公司 Method and system for generating template scaffold customized scheme and storage medium
CN111382532A (en) * 2020-03-04 2020-07-07 广联达科技股份有限公司 Intelligent construction method, system and medium for support system
CN111488640A (en) * 2020-04-10 2020-08-04 同济大学建筑设计研究院(集团)有限公司 Bridge engineering design file generation device, computer equipment and storage medium
CN111488640B (en) * 2020-04-10 2024-01-30 同济大学建筑设计研究院(集团)有限公司 Bridge engineering design file generation device, computer equipment and storage medium
CN112163255A (en) * 2020-09-04 2021-01-01 中建二局第三建筑工程有限公司 Processing method and device based on beamless floor column cap frame setting data and storage medium
CN112487524A (en) * 2020-11-17 2021-03-12 武汉一冶建筑安装工程有限责任公司 Scaffold design method based on BIM
CN112685807A (en) * 2020-11-19 2021-04-20 中国一冶集团有限公司 Scaffold construction process application method and system based on BIM technology
CN112685807B (en) * 2020-11-19 2024-01-12 中国一冶集团有限公司 Scaffold construction process application method and system based on BIM technology
CN112464350A (en) * 2020-12-14 2021-03-09 四川蓉信开工程设计有限公司 Intelligent design method for rapidly generating three-dimensional models of column net and main beam
CN112464350B (en) * 2020-12-14 2023-08-25 四川蓉信开工程设计有限公司 Intelligent design method for rapidly generating three-dimensional model of column net and main beam
CN112528353B (en) * 2020-12-18 2024-06-07 深圳须弥云图空间科技有限公司 Method and device for reconstructing three-dimensional scene based on CAD drawing
CN112528353A (en) * 2020-12-18 2021-03-19 深圳须弥云图空间科技有限公司 Method and device for reconstructing three-dimensional scene based on CAD drawing
CN112800500A (en) * 2021-01-15 2021-05-14 珠海***创建筑设计有限公司 Floor slab haunching automatic design method and device based on Revit model
CN112800500B (en) * 2021-01-15 2024-03-19 珠海***创建筑设计有限公司 Floor haunching automatic design method and device based on Revit model
CN113761625B (en) * 2021-09-06 2022-03-01 中国建筑一局(集团)有限公司 Scaffold blanking and wall connecting piece position determining method based on BIM
CN113761625A (en) * 2021-09-06 2021-12-07 中国建筑一局(集团)有限公司 Scaffold blanking and wall connecting piece position determining method based on BIM
CN114372311A (en) * 2022-01-10 2022-04-19 北京建工集团有限责任公司 BIM-based design detection method and device, electronic equipment and storage medium
CN115048695B (en) * 2022-06-13 2023-02-03 中建二局第三建筑工程有限公司 Intelligent arrangement system and method for formwork support frames of house building engineering
CN115048695A (en) * 2022-06-13 2022-09-13 中建二局第三建筑工程有限公司 Intelligent arrangement system and method for formwork support frames of house building engineering
CN114925550A (en) * 2022-07-14 2022-08-19 国网湖北省电力有限公司经济技术研究院 Modeling method of scaffold parameterized model
CN114925550B (en) * 2022-07-14 2022-11-22 国网湖北省电力有限公司经济技术研究院 Modeling method of scaffold parameterized model
CN115879206A (en) * 2023-01-17 2023-03-31 中国建筑西南设计研究院有限公司 Dynamic intelligent structure analysis method and system for wood structure design
CN115879206B (en) * 2023-01-17 2023-05-02 中国建筑西南设计研究院有限公司 Dynamic intelligent structure analysis method and system for wood structure design
CN116933370B (en) * 2023-08-01 2024-02-02 中建二局第三建筑工程有限公司 Calculation system and method for intelligent accurate modeling of disc buckle type scaffold
CN116933369A (en) * 2023-08-01 2023-10-24 中建二局第三建筑工程有限公司 Calculation system and method for intelligent accurate modeling of fastener type scaffold
CN116933370A (en) * 2023-08-01 2023-10-24 中建二局第三建筑工程有限公司 Calculation system and method for intelligent accurate modeling of disc buckle type scaffold
CN116933369B (en) * 2023-08-01 2024-02-09 中建二局第三建筑工程有限公司 Calculation system and method for intelligent accurate modeling of fastener type scaffold
CN116720251B (en) * 2023-08-11 2023-10-03 中国建筑第二工程局有限公司 BIM-based steel structure net rack modeling optimization system and method thereof
CN116720251A (en) * 2023-08-11 2023-09-08 中国建筑第二工程局有限公司 BIM-based steel structure net rack modeling optimization system and method thereof
CN117763703A (en) * 2024-02-22 2024-03-26 中建三局集团(深圳)有限公司 Automatic pole matching method for vertical poles
CN117763703B (en) * 2024-02-22 2024-05-03 中建三局集团(深圳)有限公司 Automatic pole matching method for vertical poles
CN117993087A (en) * 2024-04-07 2024-05-07 中国建筑第二工程局有限公司 BIM (building information modeling) -based quick assembly disc buckle horse way system and method
CN117993087B (en) * 2024-04-07 2024-06-18 中国建筑第二工程局有限公司 BIM (building information modeling) -based quick assembly disc buckle horse way system and method

Similar Documents

Publication Publication Date Title
CN109783949A (en) A kind of external scaffolding Intelligentized design method based on BIM
CN109753753B (en) Intelligent bridge formwork design method based on BIM
Kim et al. Integrating work sequences and temporary structures into safety planning: Automated scaffolding-related safety hazard identification and prevention in BIM
CN109710990B (en) BIM technology-based roller compacted concrete dam construction progress-cost cooperative control method
CN108959694B (en) BIM geometric model construction method for large-volume complex building
CN108319755A (en) A kind of overall process optimization method of Super High hydraulic climbing formwork scaffold construction
CN106156408A (en) The building of the classification of a kind of Component-Based Development and combination works in coordination with constructing system and method
KR20130016620A (en) 3d process management method for bim(building information modeling)
CN104679954A (en) Method and system for lightening BIM (Building Information Modeling) model
US20120035975A1 (en) Method and apparatus for creating work plan
CN112163256B (en) Finite element analysis and BIM-based template support model building and analysis method
CN112287447B (en) Intelligent optimization system and method for steel structure frame structure
CN108733911A (en) Building aluminum alloy pattern plate construction code Design method based on three-dimensional digital model
CN107010542A (en) A kind of intelligent Lift-on/Lift-off System of assembled architecture and method
CN106971046A (en) A kind of high-order receipts water cooling tower Central Shaft design method
Lee et al. Automated system for form layout to increase the proportion of standard forms and improve work efficiency
CN111651818A (en) BIM model rapid change method
CN112182727A (en) Method and device for automatically laying supporting pieces of building engineering and readable storage medium
CN113987659A (en) Building design method based on BIM technology
CN110909407A (en) Cave laboratory and vertical shaft BIM model creation method based on BIM
CN113779663A (en) BIM-based subway station enclosure structure three-dimensional modeling method, system and medium
CN111709081A (en) Construction cost control system based on BIM technology
CN110941867A (en) Construction method of standardized site layout based on BIM
CN106951621A (en) A kind of simulation optimization method that Plan rescheduling is carried for ship
CN111126691B (en) Project management method and related products

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20190521

RJ01 Rejection of invention patent application after publication