CN103337006A - Management method of steel structured project management system - Google Patents
Management method of steel structured project management system Download PDFInfo
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- CN103337006A CN103337006A CN2013102135795A CN201310213579A CN103337006A CN 103337006 A CN103337006 A CN 103337006A CN 2013102135795 A CN2013102135795 A CN 2013102135795A CN 201310213579 A CN201310213579 A CN 201310213579A CN 103337006 A CN103337006 A CN 103337006A
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Abstract
The present invention relates to application field of building information modeling, and particularly to a management method of a steel structured project management system based on building information modeling. Compared with the prior art, according to the management method of the steel structured project management system, the related information of the steel structured project is integrated in the three-dimensional modeling of the steel structured project, and furthermore related information is divided into steel components and stations. The data of the three-dimensional model of the steel structured project is updated in real time. Each related party of the project performs corresponding management on the project in real time through the three-dimensional model of the steel structured project. The management method of the invention settles the following problems in the steel structured project: incapability of acquiring information in real time among parties in project management, non-equivalence, and inferior communication compatibility.
Description
Technical field
The present invention relates to the BIM application, in particular to a kind of management method of the structural steelwork management system based on BIM (BIM, Building Information Modeling).So-called BIM refers to, the geometric model that has not only comprised this building in the building three-dimensional model, and relevant information and the data of each member of forming this building have also been covered in this building three-dimensional model, thereby for system's correlation computations provides foundation, make system calculate relevant result automatically for related application according to relevant information and data.
Background technology
In traditional structural steelwork project management process, information crosses because lacking timely between each progress stage of project (structural design, in-depth design, store keeping, structure manufacture, project construction, later stage operation etc.) and the project management module (production, technology, commercial affairs, goods and materials, quality etc.), make the project management information transmission speed slow, many information can not in time be obtained, and each side obtains information time and successively differs, and the information that causes each side to obtain at one time is not reciprocity.Above various reasons causes project decision slow, even goes wrong.In the project construction process, various information all changes taking place all the time, many informational needs spend a large amount of manpowers constantly repeatedly statistics upgrade, bring to the project manager that huge information is obtained, the work for the treatment of amount, make troubles to project construction.
Summary of the invention
Technical matters to be solved by this invention is: a kind of management method of the structural steelwork management system based on BIM is provided, obtains problem untimely, not reciprocity, the communication and coordination difference to solve in the structural steelwork information between the project management each side.Described management method comprises the steps:
Setting up with the steel member in described system is the structural steelwork three-dimensional model of basic composition unit; With the specification information of respective steel member, structural steelwork is divided into some stations by flow process on each steel member in the described structural steelwork three-dimensional model;
Determine each steel member in the quantities information of each station and estimate unit price information according to the specification information of described each steel member, and will determine respective steel member binding in result and the described structural steelwork three-dimensional model;
In the quantities information of each station and estimate unit price information and determine each steel member in the cost information of estimating of each station, and will determine respective steel member binding in result and the described structural steelwork three-dimensional model according to described each steel member;
Receive structural steelwork target advance information, according to the decomposition rule of setting described structural steelwork target advance information is resolved into each steel member automatically in the target advance information of each station, and decomposition result is tied to respective steel member in the described structural steelwork three-dimensional model;
Receive each steel member in actual progress msg and the actual building cost information of each station, and described each steel member is tied to respective steel member in the described structural steelwork three-dimensional model in the actual progress msg of each station and actual building cost information.
From described structural steelwork three-dimensional model, transfer the relevant information of relevant steel member for checking according to search request.
Further, described management method also comprises the steps:
Receive non-steel construction three-dimensional model, and extract inspections that conflict of related part in described non-steel construction three-dimensional model and the described structural steelwork three-dimensional model, and point out check result.
Further, described management method also comprises the steps:
Obtain each steel member entity scanning patter or critical control point figure, respective steel member in described each steel member entity scanning patter or critical control point figure and the described structural steelwork three-dimensional model is compared, check the difference between it, simultaneously, the entity scanning patter of two members that contrast need combine or critical control point figure, check the goodness of fit between it, and the prompting check result.
Further, described management method also comprises the steps:
Set the schedule variance threshold values, when certain steel member during greater than the progress threshold values that sets, sends relevant early warning information in the target advance of certain station and the deviate between the actual progress automatically.
Further, described management method also comprises the steps:
Set the cost variance thresholds, when certain steel member certain station estimate deviate between cost and the actual building cost greater than the cost threshold values that sets the time, send relevant early warning information automatically.
Further, the binding of each station have can by system identification, identify the identification information of this station uniquely, and the station information of this identification information and this station is bound.
Further, each steel member of the described station of flowing through binding have can by system identification, identify the identification information of this steel member uniquely, and the specification information of this identification information and this steel member is bound.
Further, described management method also comprises the steps:
By the information in the described structural steelwork three-dimensional model of internet checking.
Further, described system carries out exchanges data by fire wall and outside.
Further, described management method also comprises the steps:
Set up backup database, to back up all data in the described system.
Compared with prior art, the management method of structural steelwork management system provided by the present invention is integrated into the structural steelwork relevant information in the structural steelwork three-dimensional model, and relevant information refine to steel member and station, structural steelwork three-dimensional modeling data real-time update, the engineering relevant party is all carried out corresponding management to engineering in real time by this structural steelwork three-dimensional model, and the information that solved in the structural steelwork between the project management each side is obtained problem untimely, not reciprocity, the communication and coordination difference.
Embodiment
In order to make purpose of the present invention, technical scheme and advantage clearer, below in conjunction with embodiment, the present invention is further elaborated.Should be appreciated that specific embodiment described herein only is used for explaining the present invention, and be not used in restriction the present invention.
The management method of the structural steelwork management system based on BIM provided by the invention comprises following steps:
Setting up with the steel member in described system is the structural steelwork three-dimensional model of basic composition unit; With the specification information of respective steel member, structural steelwork is divided into some stations by flow process on each steel member in the described structural steelwork three-dimensional model.So-called steel member refers to constitute key element this structural steelwork, that have absolute construction and function.Based on this, the structural steelwork three-dimensional model is also combined by some steel components three-dimensional models.Different with entity steel member is, each steel components three-dimensional model still is the information carrier of respective steel member, and all information relevant with the steel member all are attached on the corresponding steel components three-dimensional model.After the structural steelwork three-dimensional model is set up, the specification information of each steel member is tied on the respective steel member in this structural steelwork three-dimensional model.What is called is divided into some stations by flow process and refers to that station is corresponding one by one with flow process.Flow process had both comprised technological process (as blanking, welding, paint, boring), also comprised non-technological process (as buying, transportation).
After dividing station, determine each steel member in the quantities information of each station and estimate unit price information according to the specification information of described each steel member, and will determine that the respective steel member in result and the described structural steelwork three-dimensional model binds.Certain steel member refers to this steel member according to its specification information relevant with this station in the quantities information of certain station, the size of the construction volume that need implement at this station.Be example with the welding post, the quantities of welding post is with the length computation of welding, be basic calculating unit with " rice " generally, and certain steel member just refers to this steel member according to the length information (i.e. this steel member specification information relevant with welding post) of its welding position in the quantities information of welding post, need implement the length of welding at welding post.According to general knowledge as can be known, in same station, therefore the steel member of different size will consume different expenses because the difference of its specification with having different disposal routes, maybe will consume different human and material resources, financial resources etc.And certain steel member just refers to this steel member according to its specification information relevant with this station in the unit price information of estimating of certain station, implements the required cost of a unit construction volume at this station.Be example equally with the welding post, the steel member of different size may require different welding technologys or different welding gears, or even the Welder of the horizontal grade of different technologies, and these different requirements have just produced different costs.But, those skilled in the relevant art can determine the optimal welding technology of this steel member, welding gear according to the specification information of steel member, reach Welder etc., (so-called experience refers to a kind of rule that those skilled in the relevant art set according to the correlation experience of long-term accumulation according to the experience of welding association area again, hereinafter described experience is in like manner) just can determine this steel member in the required cost of the every welding certain-length of welding post (being the unit project amount), be basic charge unit with " unit/rice " generally.Each steel member is in the quantities information of each station and estimate after unit price information determines, with each steel member in the quantities information of each station and estimate unit price information and be tied on the respective steel member in the described structural steelwork three-dimensional model.
In the quantities information of each station and estimate unit price information and determine each steel member in the cost information of estimating of each station, and will determine respective steel member binding in result and the described structural steelwork three-dimensional model according to described each steel member.Each steel member is in the quantities information of each station and after estimating unit price information and determining, the estimate cost of each steel member at each station just determined on natural ground, each steel member is tied to respective members in the described structural steelwork three-dimensional model with each steel member in the cost information of estimating of each station after the estimating cost and determine of each station.
Receive structural steelwork target advance information, according to the decomposition rule of setting described structural steelwork target advance information is resolved into each steel member automatically in the target advance information of each station, and decomposition result is tied to respective steel member in the described structural steelwork three-dimensional model.Structural steelwork target advance information is the target advance information of a macroscopic view, is used for determining the duration of whole structural steelwork.Can Project formatted file or the importing of Excel formatted file form.Only determine that a total duration obviously is to be fewer than the enforcement of instructing this structural steelwork, therefore be necessary this structural steelwork target advance information subdivision to can be according to the degree of implementing.Because the steel member is to constitute key element this project, that have absolute construction and function, and whole structural steelwork is divided for some stations according to flow process.Therefore, in the nature of things structural steelwork target advance information decomposition is arrived each steel member at the target advance of each station.Because certain steel member is to determine according to the experience of association area in certain station general institute time spent, therefore, when decomposing structural steelwork target advance information, those skilled in the relevant art also can divide this structural steelwork target advance information according to the experience in this field.Each steel member after the target advance of each station is determined, similarly, with each steel member on the target advance information of each station is tied to respective members in the described structural steelwork three-dimensional model.
Receive each steel member in actual progress msg and the actual building cost information of each station, and described each steel member is tied to respective steel member in the described structural steelwork three-dimensional model in the actual progress msg of each station and actual building cost information.Can produce each steel member in the structural steelwork practice of construction process in actual progress msg and the actual building cost information of each station.Similarly, with each steel member on the actual progress msg of each station and actual building cost information are tied to respective members in the described structural steelwork three-dimensional model.
When receiving the actual progress msg of described steel member at each station, take the informationalized mode of station can significantly be raised the efficiency.Particularly, can take following method:
Each the steel member binding of described station of flowing through have can by system identification, identify the identification information of this steel member uniquely, and the specification information of this identification information and this steel member is bound.System can obtain the identification information of this steel member by the information acquisition equipment that is complementary with this identification information type.Particularly, can come to be each steel member binding logo information by the mode of pasting bar coded sticker or electronic tag at this steel member.Bar coded sticker and electronic tag all have the identification information that can be collected by bar code scanner, this identification information as the identification information of this steel member of sign by the bar code scanner collection after input system.Because system determines the steel member by the identification information on the identification steel member, therefore identical identification information can only identify same steel member, that is, bar coded sticker or electronic tag with same identification information can only paste on the same steel member.Simultaneously, with the specification information input system of this steel member, and with the specification information binding of the identification information of this steel member and this steel member.Like this, when having obtained the identification information of certain steel member, the binding relationship between identification information that just can be by this steel member and the specification information of this steel member obtains the specification information of this steel member.The specification information of steel member can write relevant content as required, such as the title of steel member, specification, quantity, described engineering project, responsible official etc.
The binding of each station have can by system identification, identify the identification information of this station uniquely, and the station information of this identification information and this station is bound.Similarly, system can be by obtaining the identification information of this station with the information acquisition equipment of this identification information type matching.Particularly, can come to be each station binding logo information by the mode of pasting bar coded sticker or electronic tag at each station place.Bar coded sticker and electronic tag all have the identification information that can be collected by bar code scanner, this identification information as the identification information of this station of sign by the bar code scanner collection after input system.Because system determines station by the identification information on the identification station, therefore identical identification information can only identify same steel member, that is, bar coded sticker or electronic tag with same identification information can only paste on the same station.Simultaneously, with the station Message Entry System of this station, and with the station information binding of the identification information of this station and this station.Like this, when having obtained the identification information of certain station, the binding relationship between identification information that just can be by this station and the station information of this station obtains the station information of this station.Station information can write related content as required, such as the corresponding technological process of this station, this station present position, this station responsible official etc.
Because bar coded sticker or electronic tag need adopt corresponding information acquisition equipment with its identification information collection and input system, therefore has certain limitation in the use, therefore, optimally, can adopt information sensing equipment to replace bar coded sticker or electronic tag, this information sensing equipment need carry identification information, can be by system identification.When this information sensing equipment sent the data that collect to system, system had also recognized this information sensing equipment mark information in the data that this information sensing equipment of reception collects.And then do not need again the special information acquisition equipment of as bar coded sticker or electronic tag needs that the identification information of bar coded sticker or electronic tag is sent in the system.
Each station can select to adopt bar coded sticker, electronic tag or information sensing equipment to identify this station according to concrete needs.
Tend to use means of transport in the middle of the engineering project, so the present invention has introduced means of transport.The means of transport setting of transportation steel member can by system identification, identify the identification information of this means of transport uniquely.Particularly, can adopt as the mode that identification information is set for steel member label is that every means of transport arranges corresponding identification information.Similarly, the means of transport information of means of transport also is saved in the system, and sets up binding relationship with the identification information of this means of transport.Ought obtain the identification information of means of transport like this, just can be according to the binding relationship between the means of transport information of the identification information of this means of transport and this means of transport to obtain the means of transport information of this means of transport.Means of transport information can write corresponding contents as required, such as: vehicle class, car number, the number-plate number, name driver etc.
Above-mentioned electronic tag specifically can adopt RFID tag, and correspondingly, the information sensing equipment that is used for the identification information of this RFID tag of collection then can adopt radio-frequency identification reader/writer.If need to gather the identification information of bar coded sticker, then can adopt bar code scanner.
When certain steel member or the means of transport that loads certain steel member arrive certain station, the identification information of this station of system identification, and identify this steel member or load the identification information of the means of transport of this steel member by the corresponding information sensing equipment, determining according to relevant sign relation and recording this steel member present located station.The method of the identification information of this station of system identification can be decided according to the concrete condition that is arranged on this station.If what be arranged on this station is the information sensing equipment that has identification information, then system identifies this information sensing equipment mark information automatically.If what be arranged on this station is bar coded sticker or electronic tag, then system is by identifying the identification information of this bar coded sticker or electronic tag with the information acquisition equipment of this bar coded sticker or electronic tag coupling.
In order in steel member transportation, to monitor this residing position of steel member in real time, can satellite locator be set at the means of transport of this steel member of transportation, this satellite locator is provided with wireless communication module, specifically can adopt GSM or cdma wireless communication module, in real time the residing position of this means of transport is sent in the system by mobile operator, this means of transport present position i.e. the residing position of object on this means of transport.System determines steel member present located real time position on this means of transport according to the binding relationship between the identification information of the identification information of means of transport and the steel member on this means of transport again.
Receive non-steel construction three-dimensional model, and extract inspections that conflict of related part in described non-steel construction three-dimensional model and the described structural steelwork three-dimensional model, and point out check result.Owing in an engineering construction, not only only relate to steel construction, also relate to other such as structures such as civil engineering, electromechanics, so steel construction must mate also mutually with other structures.Thus, can import non-steel construction three-dimensional model, and extract inspections that conflict of related part in described non-steel construction three-dimensional model and the described structural steelwork three-dimensional model, and point out check result.If check to have conflict, then need steel construction is made amendment, or together with other technical professionals non-steel construction is made amendment, till not having conflict.
Obtain each steel member entity scanning patter or critical control point figure, respective steel member in described each steel member entity scanning patter or critical control point figure and the described structural steelwork three-dimensional model is compared, check the difference between it, simultaneously, the entity scanning patter of two members that contrast need combine or critical control point figure, check the goodness of fit between it, and the prompting check result.Because structural steelwork is made of each steel member, therefore, can produce the cohesive process between each steel member essentially.Can good combination for making between each steel member, therefore before reality is implemented the combination of steel member, can obtain each steel member entity scanning patter or critical control point figure earlier, respective steel member in described each steel member entity scanning patter or critical control point figure and the described structural steelwork three-dimensional model is compared, check the difference between it.Do like this is for the entity that guarantees the steel member and the consistance between the model, because after the structural steelwork three-dimensional model forms, be to coincide mutually certainly between its each steel component model, otherwise, will clash in structural steelwork three-dimensional model inside, therefore, guarantee the entity of steel member and the consistance between the model, just can guarantee the goodness of fit between the steel member entity.But, for further guarantee the steel construction entity in real time in conjunction with the time the goodness of fit, entity scanning patter or the critical control point figure of two members that can also further needs be combined are compared, and check the goodness of fit between it, and the prompting check result.So-called critical control point mainly refer to the steel member in conjunction with the time play the point of crucial restriction effect, such as each angle etc.When the goodness of fit does not reach requirement, then need two members are made corresponding modification.
Set schedule variance threshold values and cost variance thresholds, when certain steel member target advance and the deviate between the actual progress of certain station or estimate cost and actual building cost between deviate during greater than the threshold values that sets, send relevant early warning information automatically.For make when occur in the structural steelwork implementation process project progress or cost than great fluctuation process the time, engineering related personnel can in time understand in order to make a policy, and has introduced warning function.At first set schedule variance threshold values and cost variance thresholds, as certain steel member between the target advance of certain station and actual progress deviate or estimate cost and actual building cost between deviate during greater than setting value, the ruuning situation that shows certain aspect of this structural steelwork has exceeded normal range, at this moment, system can send relevant early warning automatically, and can as required this early warning information be derived, be convenient to the engineering related personnel and in time adjust decision-making.
From described structural steelwork three-dimensional model, transfer the relevant information of relevant steel member for checking according to search request.If the relevant information that need check certain steel member, select the respective steel member in the described structural steelwork three-dimensional model, system transfers the corresponding information of this steel component model automatically, select certain part station, system accesses the relevant information of this part station automatically, and can do accumulation calculating as required, with inquire about this steel member this part station estimate cost, actual building cost, target advance, actual progress etc., and can derive with tabular form as requested.
For guaranteeing security of system, described system is all undertaken by fire wall with outside exchanges data, consider the convenience of inquiry system data, described system also is connected with outside by the internet, and the outside can be by the related data in the internet checking structural steelwork three-dimensional model.
Therefore obliterated data when avoiding system to suffer accidental destruction sets up backup database, with the data full backup in the described system, to guarantee the security of data.Optimally, this backup database can be arranged on the strange land far away with the system present position, link to each other with described system by network tunnel encryption and fire wall.When the data in the described system are destroyed, can the assurance system continue normal operation.
The above only is preferred embodiment of the present invention, not in order to limiting the present invention, all any modifications of doing within the spirit and principles in the present invention, is equal to and replaces and improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. the management method of a structural steelwork management system is characterized in that, comprises the steps:
Setting up with the steel member in described system is the structural steelwork three-dimensional model of basic composition unit; With the specification information of respective steel member, structural steelwork is divided into some stations by flow process on each steel member in the described structural steelwork three-dimensional model;
Determine each steel member in the quantities information of each station and estimate unit price information according to the specification information of described each steel member, and will determine respective steel member binding in result and the described structural steelwork three-dimensional model;
In the quantities information of each station and estimate unit price information and determine each steel member in the cost information of estimating of each station, and will determine respective steel member binding in result and the described structural steelwork three-dimensional model according to described each steel member;
Receive structural steelwork target advance information, according to the decomposition rule of setting described structural steelwork target advance information is resolved into each steel member automatically in the target advance information of each station, and decomposition result is tied to respective steel member in the described structural steelwork three-dimensional model;
Receive each steel member in actual progress msg and the actual building cost information of each station, and described each steel member is tied to respective steel member in the described structural steelwork three-dimensional model in the actual progress msg of each station and actual building cost information;
From described structural steelwork three-dimensional model, transfer the relevant information of relevant steel member for checking according to search request.
2. management method according to claim 1 is characterized in that, also comprises the steps:
Receive non-steel construction three-dimensional model, and extract inspections that conflict of related part in described non-steel construction three-dimensional model and the described structural steelwork three-dimensional model, and point out check result.
3. management method according to claim 1 is characterized in that, also comprises the steps:
Obtain each steel member entity scanning patter or critical control point figure, respective steel member in described each steel member entity scanning patter or critical control point figure and the described structural steelwork three-dimensional model is compared, check the difference between it, simultaneously, the entity scanning patter of two members that contrast need combine or critical control point figure, check the goodness of fit between it, and the prompting check result.
4. management method as claimed in claim 1 is characterized in that, also comprises the steps:
Set the schedule variance threshold values, when certain steel member during greater than the progress threshold values that sets, sends relevant early warning information in the target advance of certain station and the deviate between the actual progress automatically.
5. management method as claimed in claim 1 is characterized in that, also comprises the steps:
Set the cost variance thresholds, when certain steel member certain station estimate deviate between cost and the actual building cost greater than the cost threshold values that sets the time, send relevant early warning information automatically.
6. management method as claimed in claim 1 is characterized in that:
The binding of each station have can by system identification, identify the identification information of this station uniquely, and the station information of this identification information and this station is bound.
7. management method as claimed in claim 1 is characterized in that:
Each the steel member binding of described station of flowing through have can by system identification, identify the identification information of this steel member uniquely, and the specification information of this identification information and this steel member is bound.
8. management method as claimed in claim 1 is characterized in that, also comprises the steps:
By the information in the described structural steelwork three-dimensional model of internet checking.
9. management method as claimed in claim 1 is characterized in that, described system carries out exchanges data by fire wall and outside.
10. management method as claimed in claim 1 is characterized in that, also comprises the steps:
Set up backup database, to back up all data in the described system.
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104281729A (en) * | 2014-07-02 | 2015-01-14 | 哈尔滨工业大学 | BIM (building information model) method for digital processing and manufacturing of steel structure buildings |
| CN104563297A (en) * | 2014-12-27 | 2015-04-29 | 华北水利水电大学 | BIM (Building Information Modeling)-based steel structure universal positioning connection device |
| CN104567763A (en) * | 2014-12-27 | 2015-04-29 | 华北水利水电大学 | Steel structure detection method based on BIM (building information modeling) system |
| CN105095564A (en) * | 2015-06-18 | 2015-11-25 | 刘成学 | Data processing method and apparatus based on building information model |
| CN105303308A (en) * | 2015-10-22 | 2016-02-03 | 张玉英 | Management system and method for whole steel bar engineering process based on 3D figure information platform |
| CN106022637A (en) * | 2016-05-31 | 2016-10-12 | 浙江精工钢结构集团有限公司 | Steel member delivery progress detection system based on BIM technology |
| CN106600137A (en) * | 2016-12-08 | 2017-04-26 | 东莞华南设计创新院 | Application method of steel structure BIM (building information modeling) informatization platform |
| CN107784484A (en) * | 2017-10-19 | 2018-03-09 | 毕埃慕（上海）建筑数据技术股份有限公司 | Model and flow hooking method and device |
| CN108427693A (en) * | 2017-04-20 | 2018-08-21 | 南京戎光软件科技有限公司 | A method of BIM model datas are stored and give third party software system |
| CN109118069A (en) * | 2018-07-27 | 2019-01-01 | 重庆工程职业技术学院 | A kind of management method of project progress and cost management system |
| CN110703634A (en) * | 2019-10-22 | 2020-01-17 | 深圳市裕展精密科技有限公司 | Control device, machining control method, and readable storage medium |
| CN113673941A (en) * | 2020-05-13 | 2021-11-19 | 广达国际机械有限公司 | Steel structure processing management method and system |
-
2013
- 2013-05-31 CN CN2013102135795A patent/CN103337006A/en active Pending
Non-Patent Citations (1)
| Title |
|---|
| 尹为强等: "浅析BIM5D技术在钢筋工程中的应用", 《土木建筑工程信息技术》 * |
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|---|---|---|---|---|
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| CN104281729B (en) * | 2014-07-02 | 2017-10-24 | 哈尔滨工业大学 | A kind of BIM methods manufactured applied to steel building Digital manufacturing |
| CN104563297A (en) * | 2014-12-27 | 2015-04-29 | 华北水利水电大学 | BIM (Building Information Modeling)-based steel structure universal positioning connection device |
| CN104567763A (en) * | 2014-12-27 | 2015-04-29 | 华北水利水电大学 | Steel structure detection method based on BIM (building information modeling) system |
| CN104563297B (en) * | 2014-12-27 | 2017-01-04 | 华北水利水电大学 | Steel structure universal locating connector based on BIM |
| CN104567763B (en) * | 2014-12-27 | 2017-04-26 | 华北水利水电大学 | Steel structure detection method based on BIM (building information modeling) system |
| CN105095564B (en) * | 2015-06-18 | 2018-05-08 | 沈阳恩派工程技术咨询有限公司 | data processing method and device based on building information model |
| CN105095564A (en) * | 2015-06-18 | 2015-11-25 | 刘成学 | Data processing method and apparatus based on building information model |
| CN105303308A (en) * | 2015-10-22 | 2016-02-03 | 张玉英 | Management system and method for whole steel bar engineering process based on 3D figure information platform |
| CN106022637A (en) * | 2016-05-31 | 2016-10-12 | 浙江精工钢结构集团有限公司 | Steel member delivery progress detection system based on BIM technology |
| CN106600137A (en) * | 2016-12-08 | 2017-04-26 | 东莞华南设计创新院 | Application method of steel structure BIM (building information modeling) informatization platform |
| CN108427693A (en) * | 2017-04-20 | 2018-08-21 | 南京戎光软件科技有限公司 | A method of BIM model datas are stored and give third party software system |
| CN108427693B (en) * | 2017-04-20 | 2021-07-16 | 南京戎光软件科技有限公司 | Method for storing BIM model to third-party software system in datamation mode |
| CN107784484A (en) * | 2017-10-19 | 2018-03-09 | 毕埃慕（上海）建筑数据技术股份有限公司 | Model and flow hooking method and device |
| CN109118069A (en) * | 2018-07-27 | 2019-01-01 | 重庆工程职业技术学院 | A kind of management method of project progress and cost management system |
| CN110703634A (en) * | 2019-10-22 | 2020-01-17 | 深圳市裕展精密科技有限公司 | Control device, machining control method, and readable storage medium |
| CN113673941A (en) * | 2020-05-13 | 2021-11-19 | 广达国际机械有限公司 | Steel structure processing management method and system |
| CN113673941B (en) * | 2020-05-13 | 2024-02-02 | 广达国际机械有限公司 | Steel structure processing management method and system thereof |
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