CN106372302A - Tower crane automatic model selection and optimization system and method based on BIM (Building Information Modeling) technology - Google Patents

Tower crane automatic model selection and optimization system and method based on BIM (Building Information Modeling) technology Download PDF

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Publication number
CN106372302A
CN106372302A CN201610767245.6A CN201610767245A CN106372302A CN 106372302 A CN106372302 A CN 106372302A CN 201610767245 A CN201610767245 A CN 201610767245A CN 106372302 A CN106372302 A CN 106372302A
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tower crane
bim
optimization
model selection
steel
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CN106372302B (en
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王振颖
徐立丰
杜兆宇
王强强
何敏杰
俞奇效
周诚
谢燕君
邹国胜
夏岳鑫
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Zhejiang Jinggong Steel Structure Group Co Ltd
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Zhejiang Jinggong Steel Structure Group Co Ltd
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    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/13Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F2111/00Details relating to CAD techniques
    • G06F2111/06Multi-objective optimisation, e.g. Pareto optimisation using simulated annealing [SA], ant colony algorithms or genetic algorithms [GA]

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  • Computer Hardware Design (AREA)
  • Theoretical Computer Science (AREA)
  • Mathematical Optimization (AREA)
  • Computational Mathematics (AREA)
  • Architecture (AREA)
  • Mathematical Analysis (AREA)
  • Structural Engineering (AREA)
  • Pure & Applied Mathematics (AREA)
  • Evolutionary Computation (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • General Factory Administration (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

Abstract

The invention belongs to the field of application of building information models and particularly relates to a tower crane automatic model selection and optimization system and method based on a BIM (Building Information Modeling) technology. The tower crane automatic model selection and optimization method is carried out in a steel structure engineering construction site, and comprises the following steps: step 1: primarily determining a segmentation scheme of a steel structure according to a BIM model, counting weight of each member, automatically forming a database of each member and adding the database into a third-party BIM platform; and step 2: according to the BIM model of the construction site, determining a space position relation between an installation position of a steel member to be hoisted and a field tower crane, and automatically adding the space relation into the member database according to member numbers. By adopting the tower crane automatic model selection and optimization system and method based on the BIM technology, problems that the large-size and complicated-structure steel structure segmentation scheme depend too much on experiences and is in lack of refined and scientific optimization and improvement measures are solved.

Description

A kind of tower crane automatic Model Selection based on bim technology and optimization system and method
Technical field
The invention belongs to BIM application is and in particular to a kind of tower crane automatic Model Selection based on bim technology With optimization system and method.
Background technology
For in recent years, the steel building with features such as the big scale of construction, version complexity is widely applied, for construction Enterprise puts forward higher requirement in the establishment of technical scheme and the type selecting of construction equipment.However, steel construction at this stage , still against substantial amounts of empirical parameter, its accuracy is not high, to technical management skill requirement height for engineering management mode The demand of building industry informationization Parametric intelligent cannot be met.Therefore, realize to structural steelwork selection of construction machinery and Construction and installation information intelligent has increased income very important meaning to construction enterprises' profit.
Architectural engineering technology administrative relationships are to the economic benefit of bid or project under construction.Geography due to each project under construction Position, project, field working conditions and work progress etc. all differ, the type selecting of construction machinery and steel structure member segmentation scheme Determination difficulty larger, and at present for depending on the technical experience of authorized personnel to accumulate the solution of problems and often more Rule construction machinery instrument books, lack the real-time of certain scientific and precise and technological document.Therefore, the present invention combines bim Technology and Mathematical Statistics Analysis technology are scientific to realize technical management.
Content of the invention
It is an object of the invention to provide a kind of tower crane automatic Model Selection based on bim technology and optimization system and method, with Solve the big scale of construction, baroque steel construction segmentation scheme excessively relies on experience, lack the scientific Optimal improvements measure that becomes more meticulous.
For achieving the above object, the concrete technical scheme that provides of the present invention is: a kind of is automatically selected based on the tower crane of bim technology Type and optimization method, described tower crane automatic Model Selection and optimization method are carried out in structural steelwork job site, comprise the steps:
The first step: primarily determine that the segmentation scheme of steel construction according to bim model, count the substance of each component, automatically form each structure The data base of part is simultaneously added to third party's bim platform;
Second step: according to the bim model of job site, determine the installation site of steel beam column to be lifted and the space bit of live tower crane Put relation, and automatically according to component numbering, above-mentioned spatial relationship is added to component data base;
3rd step: third party's bim platform according to each construction weight, tower crane lifting radius and tower crane economy parameter, by built-in Algorithm preferably goes out the optimal tower crane model under Current protocols automatically;
4th step: by treating technical parameter needed for lifting components (lifting capacity, lifting radius and hang time analysis etc.) and economic Parameter (processing charges, measure cost and freight etc.) etc. carries out statistical analysiss, the segmentation scheme of steel construction is carried out secondary Optimize;
5th step: output steel construction subsection optimization result, and it is sent to the in-depth department of correlation by platform, and determine final Optimal tower crane type selecting.
Described bim model is bidding period and preconstruction stage, bid that construction unit is provided scene drawing with apply Work construction drawing, the three-dimensional scene bim model set up under bim platform using softwares such as autocad and teklastructure.
Described preliminary segmentation scheme is bidding period and preconstruction stage, the machinery selection being drawn according to technical staff's experience With steel construction segmentation scheme.
Described bim pad optimization is judged as that in a kind of scene real data and existing data base, data carries out mathematical statisticss pair The ratio inspection of analysis, it, by checking to the suitability of component and tower crane and economy data base, judges that preliminary tower crane type selecting is No meet full working scope construction lift requirement, and find out unfavorable waypoint, the side automatically proposing optimizing fractional or optimizing machinery selection Case, to realize the improvement that becomes more meticulous to preliminary mechanical type selecting and preliminary segmentation scheme optimization.
A kind of tower crane automatic Model Selection based on bim technology and optimization system, described system includes as lower module:
Data acquisition module, in order to obtain the installation site of the steel beam column on bim model, single member weight, tower crane arrangement, conventional The information such as tower crane economy parameter;
Scheme judge module, in order to treat lifting components information judge optimal tower crane type according to tower crane economy parameter and specifically;
Scheme optimization module, in order to according to preliminary steel construction segmentation scheme, to be optimized by data analysiss, is entered to steel beam column segmentation Row double optimization;
Data outputting module, in order to by the segmentation method after optimizing and corresponding tower crane type, to be distributed to by third-party platform The each related side of project.
The beneficial effects of the present invention is:
First, the real time implementation dataization realizing structural steelwork crane machine parameter dynamically manages.The present invention combines the market price, By data base administration, the precision of develop skill personnel's machinery selection and steel construction segmentation scheme, reduce the time of inspection information, Improve work efficiency.
2nd, change traditional mechanical type selecting and segmentation lacks the present situation of corrective measure.Maintenance data storehouse of the present invention, by data The ND drawback of conventional stage is found out in storehouse, provides the scheme improved and optimize, and the economic benefit for improving enterprise increases More probabilities.
Brief description book
Fig. 1 is the flow chart of the present invention.
Specific embodiment
As shown in figure 1, present invention announcement is a kind of tower crane automatic Model Selection based on bim technology and optimization method, described Tower crane automatic Model Selection and optimization method are carried out in structural steelwork job site, comprise the steps:
The first step: primarily determine that the segmentation scheme of steel construction according to bim model, count the substance of each component, automatically form each structure The data base of part is simultaneously added to third party's bim platform;
Second step: according to the bim model of job site, determine the installation site of steel beam column to be lifted and the space bit of live tower crane Put relation, and automatically according to component numbering, above-mentioned spatial relationship is added to component data base;
3rd step: third party's bim platform according to each construction weight, tower crane lifting radius and tower crane economy parameter, by built-in Algorithm preferably goes out the optimal tower crane model under Current protocols automatically;
4th step: by treating technical parameter needed for lifting components (lifting capacity, lifting radius and hang time analysis etc.) and economic Parameter (processing charges, measure cost and freight etc.) etc. carries out statistical analysiss, the segmentation scheme of steel construction is carried out secondary Optimize;
5th step: output steel construction subsection optimization result, and it is sent to the in-depth department of correlation by platform, and determine final Optimal tower crane type selecting.
Described bim model is bidding period and preconstruction stage, bid that construction unit is provided scene drawing with apply Work construction drawing, the three-dimensional scene bim model set up under bim platform using softwares such as autocad and teklastructure.
Described preliminary segmentation scheme is bidding period and preconstruction stage, the machinery selection being drawn according to technical staff's experience With steel construction segmentation scheme.
Described bim pad optimization is judged as that in a kind of scene real data and existing data base, data carries out mathematical statisticss pair The ratio inspection of analysis, it, by checking to the suitability of component and tower crane and economy data base, judges that preliminary tower crane type selecting is No meet full working scope construction lift requirement, and find out unfavorable waypoint, the side automatically proposing optimizing fractional or optimizing machinery selection Case, to realize the improvement that becomes more meticulous to preliminary mechanical type selecting and preliminary segmentation scheme optimization.
A kind of tower crane automatic Model Selection based on bim technology and optimization system, described system includes such as lower module, described system Including such as lower module:
Data acquisition module, in order to obtain the installation site of the steel beam column on bim model, single member weight, tower crane arrangement, conventional The information such as tower crane economy parameter;
Scheme judge module, in order to treat lifting components information judge optimal tower crane type according to tower crane economy parameter and specifically;
Scheme optimization module, in order to according to preliminary steel construction segmentation scheme, to be optimized by data analysiss, is entered to steel beam column segmentation Row double optimization;
Data outputting module, in order to by the segmentation method after optimizing and corresponding tower crane type, to be distributed to by third-party platform The each related side of project.
Above to the present invention be embodied as be described.All done within the spirit and principles in the present invention any Modification, equivalent and improvement, should be included within the scope of the present invention.

Claims (4)

1. a kind of tower crane automatic Model Selection based on bim technology and optimization method, described tower crane automatic Model Selection and optimization method are in steel Structural Engineering job site is carried out it is characterised in that comprising the steps:
The first step: primarily determine that the segmentation scheme of steel construction according to bim model, count the substance of each component, automatically form each structure The data base of part is simultaneously added to third party's bim platform;
Second step: according to the bim model of job site, determine the installation site of steel beam column to be lifted and the space bit of live tower crane Put relation, and automatically according to component numbering, above-mentioned spatial relationship is added to component data base;
3rd step: third party's bim platform according to each construction weight, tower crane lifting radius and tower crane economy parameter, by built-in Algorithm preferably goes out the optimal tower crane model under Current protocols automatically;
4th step: carry out statistical analysiss by treating technical parameter needed for lifting components and economic parameters, steel construction is divided Section scheme carries out double optimization;
5th step: output steel construction subsection optimization result, and determine final optimal tower crane type selecting again according to the 3rd step.
2. a kind of tower crane automatic Model Selection based on bim technology according to claim 1 and optimization method it is characterised in that Described step 3: third party's bim platform, can be by the segment information of the steel beam column in bim model and tower crane and steel beam column installation position The information put automatically forms data base.
3. a kind of tower crane automatic Model Selection based on bim technology according to claim 1 and optimization method it is characterised in that Described step 4: third party's bim platform passes through built-in algorithms, according to project steel beam column data base, commonly uses tower crane in conjunction with market Technical parameter and lease expenses data, preferably go out the optimal tower crane type of current fragment scheme automatically.
4. a kind of tower crane automatic Model Selection based on bim technology and optimize system it is characterised in that: described system includes:
Data acquisition module, in order to obtain installation site, single member weight and the tower crane cloth confidence of the steel beam column on bim model Breath;
Scheme judge module, in order to treat lifting components information judge optimal tower crane type according to tower crane economy parameter and specifically;
Scheme optimization module, in order to according to preliminary steel construction segmentation scheme, to be optimized by data analysiss, is entered to steel beam column segmentation Row double optimization;
Data outputting module, in order to by the segmentation method after optimizing and corresponding tower crane type, to be distributed to by third-party platform The each related side of project.
CN201610767245.6A 2016-08-31 2016-08-31 Tower crane automatic model selection and optimization system and method based on BIM technology Active CN106372302B (en)

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Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106986275A (en) * 2017-03-13 2017-07-28 同济大学 A kind of assembled architecture plane layout of tower crane and selection method based on BIM
CN107034910A (en) * 2017-04-13 2017-08-11 北京市第三建筑工程有限公司 The construction method of tower crane anchorage node based on BIM Deepen Designs
CN107292012A (en) * 2017-06-14 2017-10-24 成都智建新业建筑设计咨询有限公司 It is a kind of based on method from BIM to skyscraper transported material
CN107368627A (en) * 2017-06-19 2017-11-21 中国建筑第八工程局有限公司 A kind of group towers work method for analog construction based on BIM technology
CN107386660A (en) * 2017-08-02 2017-11-24 中国十七冶集团有限公司 Tower crane system in prefabricated concrete structure construction based on BIM technology
CN107729662A (en) * 2017-10-23 2018-02-23 朱海涛 Steel Reinforcing Bar Material matching process based on BIM technology
CN108319741A (en) * 2017-12-12 2018-07-24 上海建工五建集团有限公司 Tower crane arrangement methods of comparison and selection based on BIM and system
CN108427798A (en) * 2017-08-12 2018-08-21 中民筑友科技投资有限公司 A kind of entrucking sequence based on BIM building elements determines method and device
CN109292637A (en) * 2018-07-21 2019-02-01 中铁十八局集团有限公司 A kind of large-scale cable wisdom Lift-on/Lift-off System based on BIM
CN111461927A (en) * 2020-04-01 2020-07-28 华中科技大学 Tower crane type selection system and method based on BIM and time-varying reliability analysis
CN111539570A (en) * 2020-04-23 2020-08-14 中国建筑一局(集团)有限公司 Tower crane type selection and arrangement optimization method and system for group towers
CN111737877A (en) * 2020-06-30 2020-10-02 大连理工大学 Three-dimensional model-based hull sectional hoisting design method and design platform
CN112069698A (en) * 2020-09-27 2020-12-11 中国化学工程第六建设有限公司 Hoisting simulation construction method and system based on BIM
CN112069671A (en) * 2020-08-28 2020-12-11 中冶(上海)钢结构科技有限公司 Steel structure hoisting equipment type selection and arrangement optimization method based on BIM model
CN107341630B (en) * 2017-06-01 2021-01-15 中广核核电运营有限公司 Equipment obsolete spare part management system and method
CN114722472A (en) * 2022-04-15 2022-07-08 中建科工集团有限公司 Method for analyzing batch hoisting weight of steel members
CN117574595A (en) * 2023-08-24 2024-02-20 广州市第三市政工程有限公司 Intelligent construction method for selecting component hoisting equipment based on BIM technology
CN117574595B (en) * 2023-08-24 2024-07-19 广州市第三市政工程有限公司 Intelligent construction method for selecting component hoisting equipment based on BIM technology

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104376168A (en) * 2014-11-17 2015-02-25 博迈科海洋工程股份有限公司 Steel structure module characteristic information extracting and assembling method based on Tekla platform
CN104376184A (en) * 2014-12-02 2015-02-25 天津博迈科海洋工程有限公司 Marine large-scale structure building tower crane arrangement optimization method
US20160034608A1 (en) * 2014-07-31 2016-02-04 Trimble Navigation Limited Updating a building information model
CN105421476A (en) * 2015-11-30 2016-03-23 中国建筑第八工程局有限公司 Construction method for installing tower crane embedded parts on raft foundation and installation structure
CN105649103A (en) * 2016-03-24 2016-06-08 广西建工集团第五建筑工程有限责任公司 Pile-beam structure integrated tower crane foundation structure and construction method thereof
CN105731262A (en) * 2016-04-01 2016-07-06 中国建筑第八工程局有限公司 Tower crane plane arranging system and method based on BIM (building information modeling) technology

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20160034608A1 (en) * 2014-07-31 2016-02-04 Trimble Navigation Limited Updating a building information model
CN104376168A (en) * 2014-11-17 2015-02-25 博迈科海洋工程股份有限公司 Steel structure module characteristic information extracting and assembling method based on Tekla platform
CN104376184A (en) * 2014-12-02 2015-02-25 天津博迈科海洋工程有限公司 Marine large-scale structure building tower crane arrangement optimization method
CN105421476A (en) * 2015-11-30 2016-03-23 中国建筑第八工程局有限公司 Construction method for installing tower crane embedded parts on raft foundation and installation structure
CN105649103A (en) * 2016-03-24 2016-06-08 广西建工集团第五建筑工程有限责任公司 Pile-beam structure integrated tower crane foundation structure and construction method thereof
CN105731262A (en) * 2016-04-01 2016-07-06 中国建筑第八工程局有限公司 Tower crane plane arranging system and method based on BIM (building information modeling) technology

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
BIM技术在高层塔吊布置与选型中的应用: "BIM技术在高层塔吊布置与选型中的应用", 《2014中国钢结构行业大会论文集》 *

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106986275A (en) * 2017-03-13 2017-07-28 同济大学 A kind of assembled architecture plane layout of tower crane and selection method based on BIM
CN107034910A (en) * 2017-04-13 2017-08-11 北京市第三建筑工程有限公司 The construction method of tower crane anchorage node based on BIM Deepen Designs
CN107341630B (en) * 2017-06-01 2021-01-15 中广核核电运营有限公司 Equipment obsolete spare part management system and method
CN107292012A (en) * 2017-06-14 2017-10-24 成都智建新业建筑设计咨询有限公司 It is a kind of based on method from BIM to skyscraper transported material
CN107368627A (en) * 2017-06-19 2017-11-21 中国建筑第八工程局有限公司 A kind of group towers work method for analog construction based on BIM technology
CN107386660A (en) * 2017-08-02 2017-11-24 中国十七冶集团有限公司 Tower crane system in prefabricated concrete structure construction based on BIM technology
CN108427798A (en) * 2017-08-12 2018-08-21 中民筑友科技投资有限公司 A kind of entrucking sequence based on BIM building elements determines method and device
CN107729662A (en) * 2017-10-23 2018-02-23 朱海涛 Steel Reinforcing Bar Material matching process based on BIM technology
CN108319741A (en) * 2017-12-12 2018-07-24 上海建工五建集团有限公司 Tower crane arrangement methods of comparison and selection based on BIM and system
CN109292637A (en) * 2018-07-21 2019-02-01 中铁十八局集团有限公司 A kind of large-scale cable wisdom Lift-on/Lift-off System based on BIM
CN111461927A (en) * 2020-04-01 2020-07-28 华中科技大学 Tower crane type selection system and method based on BIM and time-varying reliability analysis
CN111461927B (en) * 2020-04-01 2023-04-18 华中科技大学 Tower crane type selection system and method based on BIM and time-varying reliability analysis
CN111539570A (en) * 2020-04-23 2020-08-14 中国建筑一局(集团)有限公司 Tower crane type selection and arrangement optimization method and system for group towers
CN111539570B (en) * 2020-04-23 2023-09-26 中国建筑一局(集团)有限公司 Tower crane model selection and arrangement optimization method and system for group tower
CN111737877B (en) * 2020-06-30 2022-09-23 大连理工大学 Three-dimensional model-based hull sectional hoisting design method and design platform
CN111737877A (en) * 2020-06-30 2020-10-02 大连理工大学 Three-dimensional model-based hull sectional hoisting design method and design platform
CN112069671A (en) * 2020-08-28 2020-12-11 中冶(上海)钢结构科技有限公司 Steel structure hoisting equipment type selection and arrangement optimization method based on BIM model
CN112069698A (en) * 2020-09-27 2020-12-11 中国化学工程第六建设有限公司 Hoisting simulation construction method and system based on BIM
CN112069698B (en) * 2020-09-27 2024-04-19 中国化学工程第六建设有限公司 BIM-based hoisting simulation construction method and system
CN114722472A (en) * 2022-04-15 2022-07-08 中建科工集团有限公司 Method for analyzing batch hoisting weight of steel members
CN117574595A (en) * 2023-08-24 2024-02-20 广州市第三市政工程有限公司 Intelligent construction method for selecting component hoisting equipment based on BIM technology
CN117574595B (en) * 2023-08-24 2024-07-19 广州市第三市政工程有限公司 Intelligent construction method for selecting component hoisting equipment based on BIM technology

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