CN112464342A - BIM-based design and construction method for integrally assembled frame structure system - Google Patents
BIM-based design and construction method for integrally assembled frame structure system Download PDFInfo
- Publication number
- CN112464342A CN112464342A CN202011343188.1A CN202011343188A CN112464342A CN 112464342 A CN112464342 A CN 112464342A CN 202011343188 A CN202011343188 A CN 202011343188A CN 112464342 A CN112464342 A CN 112464342A
- Authority
- CN
- China
- Prior art keywords
- bim
- construction
- design
- prefabricated
- frame structure
- 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
Links
Images
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06K—GRAPHICAL DATA READING; PRESENTATION OF DATA; RECORD CARRIERS; HANDLING RECORD CARRIERS
- G06K17/00—Methods or arrangements for effecting co-operative working between equipments covered by two or more of main groups G06K1/00 - G06K15/00, e.g. automatic card files incorporating conveying and reading operations
- G06K17/0022—Methods or arrangements for effecting co-operative working between equipments covered by two or more of main groups G06K1/00 - G06K15/00, e.g. automatic card files incorporating conveying and reading operations arrangements or provisious for transferring data to distant stations, e.g. from a sensing device
- G06K17/0029—Methods or arrangements for effecting co-operative working between equipments covered by two or more of main groups G06K1/00 - G06K15/00, e.g. automatic card files incorporating conveying and reading operations arrangements or provisious for transferring data to distant stations, e.g. from a sensing device the arrangement being specially adapted for wireless interrogation of grouped or bundled articles tagged with wireless record carriers
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/08—Logistics, e.g. warehousing, loading or distribution; Inventory or stock management
- G06Q10/087—Inventory or stock management, e.g. order filling, procurement or balancing against orders
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/10—Office automation; Time management
- G06Q10/103—Workflow collaboration or project management
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T13/00—Animation
- G06T13/20—3D [Three Dimensional] animation
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Business, Economics & Management (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Human Resources & Organizations (AREA)
- Strategic Management (AREA)
- Entrepreneurship & Innovation (AREA)
- Geometry (AREA)
- Economics (AREA)
- Quality & Reliability (AREA)
- Computer Hardware Design (AREA)
- Marketing (AREA)
- Operations Research (AREA)
- General Engineering & Computer Science (AREA)
- Tourism & Hospitality (AREA)
- General Business, Economics & Management (AREA)
- Structural Engineering (AREA)
- Mathematical Optimization (AREA)
- Architecture (AREA)
- Computer Networks & Wireless Communication (AREA)
- Data Mining & Analysis (AREA)
- Computational Mathematics (AREA)
- Mathematical Analysis (AREA)
- Civil Engineering (AREA)
- Pure & Applied Mathematics (AREA)
- Evolutionary Computation (AREA)
- Accounting & Taxation (AREA)
- Finance (AREA)
- Development Economics (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention provides a BIM-based design and construction method for an assembled integral frame structure system, which comprises the following steps: s1, selecting the type of the prefabricated part; s2, building a prefabricated part three-dimensional model by the BeePC; s3, node model selection design; s4, checking and adjusting the collision of the steel bars; s5, performing multi-professional collaborative design on the BeePC; s6, generating detailed lists of the steel bars and the embedded parts; s7, importing MEP data into an automation pipeline; s8, implanting the chip by adopting an RFID technology; s9, adopting BIM5D technology to track materials; s10 and 3Dmax simulate construction animation to conduct construction guidance; s11, BIM5D quality, safety and progress management; and S12, building a prefabricated part family library. The invention improves the informatization, visualization and intelligent application level of engineering management.
Description
Technical Field
The invention relates to the technical field of design and construction of an assembled integral type frame structure system, in particular to a design and construction method of an assembled integral type frame structure system based on BIM.
Background
The urban and rural construction department of housing of the people's republic of China points out in the guidance opinions about the application of the advanced building information model published on day 16 of 6 and 2015: by the end of 2020, building industry level A reconnaissance, design unit and special level and level one building construction engineering construction enterprises should master and realize the integrated application of BIM, enterprise management system and other information technologies. The urban and rural construction department of housing of the people's republic of China points out in the' thirteen-five 'assembly type building action scheme' published in 2017 in 23 months 3: by 2020, the proportion of nationwide assembly type buildings in newly built buildings reaches more than 15%, wherein the area is promoted to be more than 20% in a key way, the area is promoted to be more than 15% in a positive way, and the area is promoted to be more than 10% in an encouragement way. The BIM informatization means is adopted to carry out the whole life cycle design and the construction management of the fabricated building.
Disclosure of Invention
Aiming at the technical problems in the prior art, the invention provides a full life cycle design and construction method of an assembled integral frame structure system by adopting a BIM technology, a BeePC deepening technology, an RFID chip technology and a BIM5D management technology. The method aims to solve the defects of the traditional prefabricated part deepened design and engineering management method, provide a design and construction method for an assembly type building with high requirements on refined design and management, and avoid design and construction errors to reduce cost and improve efficiency.
The invention provides a BIM-based design and construction method for an assembled integral frame structure system, which comprises the following steps:
s1, performing prefabricated part model selection design according to project indexes;
s2, establishing a three-dimensional model of the prefabricated part by adopting software BeePC based on Revit;
s3, performing model selection design of primary and secondary beam nodes, beam column nodes, beam plate nodes and inter-plate nodes;
s4, performing collision check and adjustment on the prefabricated part steel bars;
s5, adopting software BeePC based on Revit to carry out multi-professional collaborative design;
s6, generating a detailed diagram of the prefabricated part and a detailed list of the steel bar and the embedded part;
s7, importing MEP data into a factory automation production line to produce the prefabricated part;
s8, implanting a chip in the prefabricated part by adopting an RFID technology;
s9, carrying out material tracking on the prefabricated part by adopting a BIM5D technology;
s10, generating a 3Dmax simulation construction animation for the construction operation of the assembled integral frame structure system to conduct construction guidance;
s11, performing quality, safety and progress management on the construction of the assembled integral frame structure system by using a BIM5D platform;
and S12, building a prefabricated component family library of the assembled integral framework structure system.
Preferably, in S1, before the prefabricated part model selection design, firstly, the tower crane model selection work and the tower crane plane arrangement work are carried out, and the worst hoisting point analysis is carried out; the type selection principle of the prefabricated parts is to select the prefabricated parts with the weight of less than 4.5T and uniform size specification of a single prefabricated part.
Preferably, in S2, the software BeePC based on Revit is used to complete the steel bar lightening process in the modeling process.
Preferably, in S3, the primary and secondary beam nodes are fixed connection nodes; the beam column joint adopts a steel bar anchoring plate.
Preferably, in S4, the step of checking for collision of reinforcing steel bars includes checking for collision of the overlapping beam in the X direction with the reinforcing steel bars of the adjacent overlapping beam and the prefabricated column, and then checking for collision of the overlapping beam with the reinforcing steel bars of the adjacent overlapping beam and the prefabricated column; the step of steel bar collision adjustment is to firstly avoid the vertical main bars of the adjacent prefabricated columns by adjusting the horizontal position of the bar outlet at the end of the superposed beam, and then avoid the bar outlet of the bottom bar of the adjacent superposed beam by adjusting the elevation of the bar outlet through bending the bottom bar of the superposed beam in a ratio of 1: 6.
Preferably, in S5, the BeePC multi-specialty collaborative design includes pre-embedding wire boxes and pipelines at the position of the composite slab, pre-embedding hydroelectric pipelines at the position of the composite beam, pre-embedding water pipes and air pipe holes at the position of the composite slab, pre-embedding curtain wall embedded parts at the position of the composite beam, and pre-embedding lightning protection grounding embedded parts at the position of the precast column in the BIM model.
Preferably, in S8, the chip is an active chip.
Preferably, in S9, the material tracking is performed according to the two-dimensional code, and the specific operation steps include converting chip information by using platform software through an RFID technology, dynamically generating the two-dimensional code, and accessing the two-dimensional code to a BIM5D platform to manage the prefabricated parts entering and exiting the warehouse.
Preferably, in S10, the step of establishing the 3Dmax construction simulation animation includes: leading the BeePC prefabricated part model into 3Dmax by using Autodesk Revit; finishing the coloring work of the prefabricated part model in 3 Dmax; setting a camera path in the 3Dmax, and simulating the whole construction process of the prefabricated part from a storage yard to the installation completion according to a special construction scheme; and exporting the three-dimensional construction simulation animation to visually intersect the bottom of the site constructor.
Preferably, in S11, the quality safety management of the BIM5D platform adopts a three-dimensional model for three-dimensional management, and an adjustment and modification notice is issued to the quality safety problem of the assembly construction sub-item by using the three-dimensional BIM model in the platform to associate the problem part in the model.
Compared with the prior art, the invention has the following beneficial effects: the invention utilizes BIM technology, BeePC deepening technology, RFID chip technology and BIM5D management technology to carry out the design, production and construction whole life process management and control of the assembly integral frame structure system, and controls the cost through prefabricated part model selection design and node model selection design; the construction efficiency is ensured through the BeePC prefabricated part three-dimensional model; the management level of material tracking is improved through the RFID technology; the quality, safety and progress of the assembly type building construction are guaranteed through the BIM5D technology. The invention realizes the full-professional and full-flow coverage of cost, quality, safety and progress management in the prefabrication and assembly construction process, fully realizes the integrated utilization and optimized configuration of various resources and improves the informatization, visualization and intelligent application level of engineering management.
Drawings
Fig. 1 is a flowchart of a method for designing and constructing an assembled monolithic frame structure system based on BIM according to an embodiment of the present invention.
Detailed Description
The following examples are provided to better understand the present invention, not to limit the present invention to the best mode, and not to limit the content and the protection scope of the present invention, and any similar or similar schemes obtained by combining the present invention with other prior art features or the present invention will fall within the protection scope of the present invention.
Examples
Referring to fig. 1, a BIM-based method for designing and constructing an assembled monolithic frame structure system, the method comprising the steps of:
s1, performing prefabricated part model selection design according to project prefabrication rate, assembly rate and three-plate application ratio indexes; before the type selection design of the prefabricated part, firstly carrying out the type selection work of a tower crane and the plane arrangement work of the tower crane, and carrying out the analysis of the most unfavorable hoisting point; the prefabricated part type selection principle is that the prefabricated parts with the weight below 4.5T and uniform size specification of a single prefabricated part are selected, so that a tower crane with a smaller model can be selected, the mechanical cost is reduced, the hoisting efficiency is improved, the number of the prefabricated parts for opening the mold is reduced, the mold opening efficiency is improved, and the purchasing cost is reduced; conventional prefabricated components in the assembled integral frame structure system comprise prefabricated columns, superposed beams, superposed slabs, prefabricated stairs and prefabricated parapet walls, and type selection design is carried out based on indexes such as different prefabrication rates, assembly rates, three-plate application proportions and the like required by various projects, so that the prefabricated components with larger weight such as the prefabricated stairs and the prefabricated long-span beams are avoided, the tower crane cost is reduced, and the safety in the hoisting construction process is improved;
s2, establishing a three-dimensional model (including steel bars) of the prefabricated part by adopting a software BeePC based on Revit, and finishing the light weight work of the steel bars by adopting the BeePC software (or adopting software with the light weight capability of the steel bars such as Hongye and Planbar) in the modeling process, so that the drawing efficiency and the browsing efficiency in the operation and maintenance stage are improved, and a foundation can be provided for efficiently finishing the collision work of the steel bars in the step four; the traditional BIM model is often built without steel bars and embedded parts of prefabricated parts, one is that the efficiency of building a steel bar family is low, the two are models containing steel bars, so that files are too large, and the models cannot be operated, and the three are that the traditional Revit modeling cannot automatically output engineering quantity; establishing a model of the prefabricated part by adopting software BeePC based on Revit to establish a member steel bar and an embedded part;
s3, performing model selection design of primary and secondary beam nodes, beam column nodes, beam plate nodes and inter-plate nodes; performing fixed connection and hinged node model selection design aiming at the primary and secondary beam nodes; aiming at beam-column nodes, node type selection design of beam-end steel bar straight anchors, beam-end steel bar bent anchors and beam-end steel bar anchoring plates is carried out; aiming at the beam slab joint, the joint type selection design of the beam closed stirrup and the beam combined closed stirrup is carried out; performing node model selection design of sealing connection and plate strip connection aiming at the nodes between plates; to ensure the safety and integrity of the node design;
s4, performing collision check and adjustment on the prefabricated part steel bars; the step of steel bar collision inspection is to inspect the collision of the superposed beam in the X direction with the steel bars of the adjacent superposed beam and the prefabricated column, and then inspect the collision of the superposed beam with the steel bars of the adjacent superposed beam and the prefabricated column, so as to ensure the construction orderliness; the step of steel bar collision adjustment comprises the steps of firstly avoiding vertical main bars of adjacent prefabricated columns by adjusting the horizontal position of the bar outlet at the end of the superposed beam, and then avoiding the bar outlet of the bottom bar of the adjacent superposed beam by adjusting the elevation of the bar outlet by bending the bottom bar of the superposed beam in a ratio of 1: 6;
s5, adopting software BeePC based on Revit to carry out multi-professional collaborative design; the software BeePC multi-professional collaborative design comprises the steps of pre-embedding wire boxes and pipelines at the position of a laminated slab, pre-embedding hydroelectric pipelines at the position of a laminated beam, pre-embedding water pipes and air pipe holes at the position of the laminated slab, pre-embedding curtain wall pre-embedded parts at the position of the laminated beam and pre-embedding lightning protection grounding pre-embedded parts at the position of a prefabricated column in a BIM model; after the prefabricated part structural model is finished, performing pre-reserved and pre-embedded collaborative design such as decoration of professional curtain wall embedded parts and installation of professional water and electric heating ventilation, and finishing pre-embedding of wire boxes, reserving ventilation pipelines and professional water and electric heating ventilation on the laminated slab by utilizing BeePC; completing electric professional reservation and pre-embedding on the superposed beam; completing the wire box and lightning protection grounding reservation embedding on the prefabricated column, and checking whether the reservation embedding is omitted or not and whether an operation space exists or not by utilizing a three-dimensional model;
s6, generating a detailed diagram of the prefabricated part and a detailed list of the steel bar and the embedded part; after the steps are finished, the suspension riggings such as the embedded blind hole bolts, the hanging rings, the hanging nails and the like are pre-embedded, the detailed drawing of the prefabricated part is generated after the completion, and the detailed sheet of the steel bars and the detailed sheet of the embedded part are automatically generated in the software, so that the statistical deviation of the embedded part and the steel bars generated by manual drawing or traditional BIM modeling is fundamentally avoided, and the cost statistics and the factory blanking are facilitated;
s7, importing MEP data into a factory automation production line to produce the prefabricated part; selecting a prefabricated part processing factory with an automatic production line in the recruitment process, importing MEP steel bars and embedded part data generated by software into the automatic production line of the factory, and automatically finishing the blanking work;
s8, implanting a chip in the prefabricated part by adopting an RFID technology; the RFID technology is adopted to replace the traditional two-dimensional code technology, and the active chip is implanted into the prefabricated part, so that the prefabricated part material tracking operation in the BIM5D software is realized; the active chip can automatically complete the tracking operation of the warehousing and ex-warehouse materials within a certain range through the chip receiver of the storage yard;
s9, carrying out material tracking on the prefabricated part by adopting a BIM5D technology; after the prefabricated part enters the field, the prefabricated part is subjected to warehousing and ex-warehouse management by using a chip receiver, chip information is recorded into an informatization platform and a corresponding two-dimensional code is generated to be recorded into a BIM5D platform, and the material tracking work of the prefabricated part on the BIM5D platform is realized;
s10, generating a 3Dmax simulation construction animation for the construction operation of the assembled integral frame structure system to conduct construction guidance; the 3Dmax construction simulation animation establishing method comprises the following steps: leading the BeePC prefabricated part model into 3Dmax by using Autodesk Revit; finishing the coloring work of the prefabricated part model in 3 Dmax; setting a camera path in the 3Dmax, and simulating the whole construction process of the prefabricated part from a storage yard to the installation completion according to a special construction scheme; exporting three-dimensional construction simulation animation to visually match bottoms of field constructors; 3Dmax is utilized to carry out construction animation simulation on the whole construction process of stacking of prefabricated parts, erection of a supporting system, hoisting of the prefabricated parts, grouting operation, node treatment and the like of the construction operation of the assembled integral frame structure, and three-dimensional animation guidance is carried out on the personnel at the construction site;
s11, performing quality, safety and progress management on the construction of the assembled integral frame structure system by using a BIM5D platform; the BIM5D platform quality safety management adopts a three-dimensional model to carry out three-dimensional management, and the three-dimensional BIM model in the platform is utilized to distribute an adjustment and modification notice for the quality safety problem of the assembly type construction itemization and associate the problem part in the model; quality safety inspection is carried out by adopting a quality module of a BIM5D platform, quality safety problems are formed into an adjustment notice and are issued in a BIM three-dimensional model, field construction personnel can click the model through a mobile phone end to check problem parts, and the problems are quickly found and adjusted in a three-dimensional and visual manner; comparing the planned progress and the actual progress of the construction progress of the assembly type project by adopting a progress module, analyzing the working procedure with the delayed construction period and adjusting in time;
s12, building a prefabricated part family library of the assembled integral frame structure system; after the engineering design and construction of each assembly type frame structure system are finished, reasonably and unmistakably prefabricating component families are arranged to form a unified family library, and subsequent similar projects can finish the rapid design of the assembly type building by picking up the model of the family library; the prefabricated component family library is built according to the categories of school buildings, stadium buildings, theater buildings, commercial buildings and the like.
In this embodiment, the selected BIM-based prefabricated part deepening software includes software with steel bar weight reduction such as BeePC, hong ye and Planbar, and a suitable application software is selected according to a difference of a structural system, and in this embodiment, it is more suitable to select the BeePC software for an assembled integral frame structural system, and it is more suitable to select hong ye software for an assembled integral shear wall structure and an assembled integral frame shear wall structure.
In this embodiment, the application range of the software BeePC includes node design of a prefabricated component; multi-professional collaborative design of prefabricated parts; designing detailed diagrams of the prefabricated parts; generating a reinforcing steel bar detail list; generating an embedded part list; and (3) establishing a 3Dmax basic model.
In this embodiment, the application range of the software 3Dmax includes establishment of the assembly type building construction simulation animation.
In this embodiment, the application range of the software BIM5D includes quality, safety and progress management in the assembly type building construction process.
In the embodiment, the BIM technology, the BeePC deepening technology, the RFID chip technology and the BIM5D management technology are utilized to carry out the design, production and construction whole life process management and control of the assembly integral frame structure system, and the cost is controlled through prefabricated part model selection design and node model selection design; the construction efficiency is ensured through the BeePC prefabricated part three-dimensional model; the management level of material tracking is improved through the RFID technology; the quality, safety and progress of the assembly type building construction are guaranteed through the BIM5D technology. In addition, the embodiment realizes the full-professional and full-flow coverage of cost, quality, safety and progress management in the prefabrication and assembly construction process, fully realizes the integrated utilization and optimized configuration of various resources, and improves the informatization, visualization and intelligent application level of engineering management.
It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications therefrom are within the scope of the invention.
Claims (10)
1. A BIM-based design and construction method for an assembled integral frame structure system is characterized by comprising the following steps:
s1, performing prefabricated part model selection design according to project indexes;
s2, establishing a three-dimensional model of the prefabricated part by adopting software BeePC based on Revit;
s3, performing model selection design of primary and secondary beam nodes, beam column nodes, beam plate nodes and inter-plate nodes;
s4, performing collision check and adjustment on the prefabricated part steel bars;
s5, adopting software BeePC based on Revit to carry out multi-professional collaborative design;
s6, generating a detailed diagram of the prefabricated part and a detailed list of the steel bar and the embedded part;
s7, importing MEP data into a factory automation production line to produce the prefabricated part;
s8, implanting a chip in the prefabricated part by adopting an RFID technology;
s9, carrying out material tracking on the prefabricated part by adopting a BIM5D technology;
s10, generating a 3Dmax simulation construction animation for the construction operation of the assembled integral frame structure system to conduct construction guidance;
s11, performing quality, safety and progress management on the construction of the assembled integral frame structure system by using a BIM5D platform;
and S12, building a prefabricated component family library of the assembled integral framework structure system.
2. The BIM-based design and construction method for the assembled integral type frame structure system, according to claim 1, is characterized in that in S1, before the type selection design of the prefabricated parts, the type selection work of a tower crane and the plane arrangement work of the tower crane are firstly carried out, and the analysis of the worst hoisting point is carried out; the type selection principle of the prefabricated parts is to select the prefabricated parts with the weight of less than 4.5T and uniform size specification of a single prefabricated part.
3. The BIM-based integrated frame structure system design and construction method of claim 1, wherein in S2, a software BeePC based on Revit is adopted to complete the steel bar lightening work in the modeling process.
4. The BIM-based design and construction method for the assembled integral type frame structure system, according to claim 1, wherein in S3, the primary and secondary beam nodes adopt fixed connection nodes; the beam column joint adopts a steel bar anchoring plate.
5. The BIM-based assembled monolithic frame structure system design construction method of claim 1, wherein in S4, the step of steel bar collision check comprises checking the collision of the X-direction composite beam with the steel bars of the adjacent composite beam and the prefabricated column, and then checking the collision of the composite beam with the steel bars of the adjacent composite beam and the prefabricated column; the step of steel bar collision adjustment is to firstly avoid the vertical main bars of the adjacent prefabricated columns by adjusting the horizontal position of the bar outlet at the end of the superposed beam, and then avoid the bar outlet of the bottom bar of the adjacent superposed beam by adjusting the elevation of the bar outlet through bending the bottom bar of the superposed beam in a ratio of 1: 6.
6. The BIM-based design and construction method for the assembled integral type frame structure system based on the BIM is characterized in that in S5, the BeePC multi-professional collaborative design step is to pre-embed wire boxes and pipelines at the position of a laminated slab, pre-embed hydroelectric pipelines at the position of a laminated beam, pre-embed water pipes and air pipe openings at the position of the laminated slab, pre-embed curtain wall embedded parts at the position of the laminated beam and pre-embed lightning protection grounding embedded parts at the position of a precast column in a BIM model.
7. The BIM-based fabricated monolithic frame structure system design construction method of claim 1, wherein in S8, the chip is an active chip.
8. The BIM-based design and construction method for the assembled monolithic frame structure system, according to claim 1, wherein in S9, the material tracking is performed according to the two-dimensional code, and the specific operation steps include converting chip information by using platform software through an RFID technology, dynamically generating the two-dimensional code, and accessing a BIM5D platform to perform management of prefabricated parts entering and exiting the library.
9. The BIM-based assembly monolithic frame structure system design construction method of claim 1, wherein in S10, the 3Dmax construction simulation animation is established by the steps of: leading the BeePC prefabricated part model into 3Dmax by using Autodesk Revit; finishing the coloring work of the prefabricated part model in 3 Dmax; setting a camera path in the 3Dmax, and simulating the whole construction process of the prefabricated part from a storage yard to the installation completion according to a special construction scheme; and exporting the three-dimensional construction simulation animation to visually intersect the bottom of the site constructor.
10. The BIM-based design and construction method for an assembled monolithic frame structure system, according to claim 1, wherein in S11, the BIM5D platform quality safety management adopts a three-dimensional model for three-dimensional management, and the three-dimensional BIM model in the platform is used for distributing and modifying a notice for quality safety problems of assembled construction items, so as to associate problem parts in the model.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011343188.1A CN112464342A (en) | 2020-11-25 | 2020-11-25 | BIM-based design and construction method for integrally assembled frame structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011343188.1A CN112464342A (en) | 2020-11-25 | 2020-11-25 | BIM-based design and construction method for integrally assembled frame structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112464342A true CN112464342A (en) | 2021-03-09 |
Family
ID=74808397
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011343188.1A Pending CN112464342A (en) | 2020-11-25 | 2020-11-25 | BIM-based design and construction method for integrally assembled frame structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112464342A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113378278A (en) * | 2021-06-24 | 2021-09-10 | 中国十七冶集团有限公司 | BIM-based special-shaped curtain wall information management method |
| CN113553639A (en) * | 2021-06-21 | 2021-10-26 | 中铁二十局集团第六工程有限公司 | Aluminum formwork construction method based on BIM and RFID |
| CN113808258A (en) * | 2021-09-18 | 2021-12-17 | 广东博意建筑设计院有限公司 | Fine laying cooperative design method and system for electric conduit system in laminated slab |
| CN113971310A (en) * | 2021-12-02 | 2022-01-25 | 三一筑工科技股份有限公司 | Modeling method and device |
| CN116957301A (en) * | 2023-09-20 | 2023-10-27 | 中铁城建集团建筑科技有限公司 | Assembled building construction system |
| CN117094529A (en) * | 2023-10-16 | 2023-11-21 | 浙江挚典科技有限公司 | Reinforcement avoiding scheme recommendation method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107967399A (en) * | 2017-12-19 | 2018-04-27 | 广东建远建筑装配工业有限公司 | A kind of assembled architecture Deepen Design method based on BIM softwares |
| CN109753672A (en) * | 2017-11-08 | 2019-05-14 | 上海宝冶集团有限公司 | Prefabricated concrete structure engineering optimization method based on BIM technology |
| CN110929328A (en) * | 2019-12-04 | 2020-03-27 | 中国电建集团江西省水电工程局有限公司 | Concrete assembly type building construction method based on BIM |
| CN111783188A (en) * | 2020-05-22 | 2020-10-16 | 杭州嗡嗡科技有限公司 | BIM-based assembly type free design tool and deepened design method thereof |
-
2020
- 2020-11-25 CN CN202011343188.1A patent/CN112464342A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109753672A (en) * | 2017-11-08 | 2019-05-14 | 上海宝冶集团有限公司 | Prefabricated concrete structure engineering optimization method based on BIM technology |
| CN107967399A (en) * | 2017-12-19 | 2018-04-27 | 广东建远建筑装配工业有限公司 | A kind of assembled architecture Deepen Design method based on BIM softwares |
| CN110929328A (en) * | 2019-12-04 | 2020-03-27 | 中国电建集团江西省水电工程局有限公司 | Concrete assembly type building construction method based on BIM |
| CN111783188A (en) * | 2020-05-22 | 2020-10-16 | 杭州嗡嗡科技有限公司 | BIM-based assembly type free design tool and deepened design method thereof |
Non-Patent Citations (1)
| Title |
|---|
| 魏志强: "基于云技术的BIM5D在钢桁梁施工中的应用", 《铁路技术创新》 * |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113553639A (en) * | 2021-06-21 | 2021-10-26 | 中铁二十局集团第六工程有限公司 | Aluminum formwork construction method based on BIM and RFID |
| CN113378278A (en) * | 2021-06-24 | 2021-09-10 | 中国十七冶集团有限公司 | BIM-based special-shaped curtain wall information management method |
| CN113808258A (en) * | 2021-09-18 | 2021-12-17 | 广东博意建筑设计院有限公司 | Fine laying cooperative design method and system for electric conduit system in laminated slab |
| CN113971310A (en) * | 2021-12-02 | 2022-01-25 | 三一筑工科技股份有限公司 | Modeling method and device |
| CN116957301A (en) * | 2023-09-20 | 2023-10-27 | 中铁城建集团建筑科技有限公司 | Assembled building construction system |
| CN116957301B (en) * | 2023-09-20 | 2023-12-08 | 中铁城建集团建筑科技有限公司 | Assembled building construction system |
| CN117094529A (en) * | 2023-10-16 | 2023-11-21 | 浙江挚典科技有限公司 | Reinforcement avoiding scheme recommendation method |
| CN117094529B (en) * | 2023-10-16 | 2024-02-13 | 浙江挚典科技有限公司 | Reinforcement avoiding scheme recommendation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112464342A (en) | BIM-based design and construction method for integrally assembled frame structure system | |
| Liew et al. | Steel concrete composite systems for modular construction of high-rise buildings | |
| US7665250B2 (en) | System for construction of a compression structure with corner blocks, key blocks, and corner block supports | |
| Thanoon et al. | The essential characteristics of industrialised building system | |
| Hough et al. | Design and construction of high-rise modular buildings based on recent projects | |
| KR101380127B1 (en) | Bim system and method using assembly reference plane | |
| Gunawardena et al. | Effective use of offsite manufacturing for public infrastructure projects in Australia | |
| Riley et al. | Construction technology 2: industrial and commercial building | |
| KR102619713B1 (en) | Structure construction method for multiple buildings with wall structure | |
| Liang et al. | Research on design optimization of prefabricated residential houses based on BIM technology | |
| Rosenfeld | Innovative construction methods | |
| Mahbub | Framework on the production and installation of industrialized building system (IBS) construction approach in Malaysia | |
| CN207110029U (en) | A kind of assembled house | |
| Gupta et al. | Exploration of prefabricated building system in housing construction | |
| Okodi-Iyah | A comparative evaluation of the environmental impact of prefabrication versus conventional construction in UAE’s construction industry | |
| Liew et al. | Design and automation for prefabricated prefinished volumetric construction in tall buildings | |
| Saeedi et al. | Study the Effects of Constructions New Techniques and Technologies on Time, Cost and Quality of Construction Projects from the Perspective of Construction Management | |
| Chigozie | Skyscrapers Construction Technology: A BIM Approach | |
| Tang | Research on comprehensive application of BIM in green construction of prefabricated buildings | |
| Xie et al. | Incorporating building information modeling (BIM) into the super high-rise industrialized housing project: A case study | |
| Nawi et al. | A PRELI MI NARY SURVEY OF THE APPLI CATI ON OF I NDUSTRI ALI SED BUI LDI NG SYSTEM (I BS) IN KEDAH AND PERLI S MALAYSI AN CONSTRUCTI ON I NDUSTRY | |
| Tang | Research on the application of BIM technology in the design of prefabricated buildings and green construction | |
| Spoormans et al. | The NEMAVO Airey system: A wealth of options | |
| Lang et al. | Development of a Design-Driven Parametric Mass Timber Construction System for Modular High-Rise Urban Housing | |
| Williamstown | Sterling and Francine Clark Art Institute |
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: 20210309 |
|
| RJ01 | Rejection of invention patent application after publication |