CN112395677A - Construction method of civil engineering BIM (building information modeling) engineering quantity model - Google Patents
Construction method of civil engineering BIM (building information modeling) engineering quantity model Download PDFInfo
- Publication number
- CN112395677A CN112395677A CN202011302918.3A CN202011302918A CN112395677A CN 112395677 A CN112395677 A CN 112395677A CN 202011302918 A CN202011302918 A CN 202011302918A CN 112395677 A CN112395677 A CN 112395677A
- Authority
- CN
- China
- Prior art keywords
- engineering
- bim
- model
- collision
- software
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 49
- 238000001514 detection method Methods 0.000 claims abstract description 21
- 238000012545 processing Methods 0.000 claims abstract description 5
- 238000000034 method Methods 0.000 claims description 31
- 238000013461 design Methods 0.000 claims description 7
- 230000008676 import Effects 0.000 claims description 6
- 230000008859 change Effects 0.000 claims description 5
- 238000007639 printing Methods 0.000 claims description 4
- 230000006835 compression Effects 0.000 claims description 3
- 238000007906 compression Methods 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 238000012546 transfer Methods 0.000 claims description 3
- 230000008569 process Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000006399 behavior Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000011960 computer-aided design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Geometry (AREA)
- General Physics & Mathematics (AREA)
- 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)
- Instructional Devices (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses a construction method of a civil engineering BIM engineering quantity model; s1, opening BIM software, and then inputting engineering information; s2, drawing an axis network, inputting a CAD drawing, and filling an engineering component; s3, deduction of staggered overlap, and professional overlap; s4, acquiring hard point files in the BIM, and carrying out parameterization processing; s5, calculating the engineering quantity; s6, detecting Revit collision; the invention improves the model construction of the BIM software through the cooperative cooperation of a plurality of groups of software, can realize the safety performance detection and is convenient for adjusting parameters.
Description
Technical Field
The invention belongs to the technical field of civil engineering, and particularly relates to a construction method of a civil BIM engineering quantity model.
Background
The building information model is a new tool for architecture, engineering and civil engineering. The term building information model or building information model was created by Autodesk. It is used to describe the computer aided design mainly based on three-dimensional figure, object guide and building engineering. The core of BIM is to provide a complete building engineering information base consistent with the actual situation for a virtual building engineering three-dimensional model by establishing the model and utilizing the digital technology. The information base not only contains geometrical information, professional attributes and state information describing building components, but also contains state information of non-component objects (such as space and motion behaviors). By means of the three-dimensional model containing the construction engineering information, the information integration degree of the construction engineering is greatly improved, and therefore a platform for engineering information exchange and sharing is provided for related interest parties of the construction engineering project. BIM has the following characteristics: the method can be applied to design and can also be applied to the whole life cycle of construction engineering projects; the design by BIM belongs to digital design; the BIM database is dynamically changed and is continuously updated, enriched and enriched in the application process; and a collaborative platform is provided for all parties participating in the project. In the research and development of the BIM standard in China, a research group has already obtained stage results, but various BIM model components on the market still have various problems.
Although the method for constructing the civil BIM engineering quantity model disclosed by the grant publication No. CN107704703A realizes the standardization and normalization procedure of the civil BIM engineering quantity model construction, meets the output requirement of supporting a BIM design model and a BIM engineering model, does not need to perform secondary modeling or multiple association for engineering quantity, and improves the integration degree and efficiency of whole construction process measurement, the method does not solve the problems that the conventional BIM cannot be quickly established when the model is established, so that the BIM model is very time-consuming to be established, and the collision detection cannot be realized and hard point parameters cannot be adjusted, and therefore the method for constructing the civil BIM engineering quantity model is provided.
Disclosure of Invention
The invention aims to provide a construction method of a civil engineering BIM engineering quantity model, which aims to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme: a construction method of a civil engineering BIM engineering quantity model comprises the following steps:
s1, opening the BIM software, and then inputting engineering information: opening BIM software, filling engineering information, and when filling the engineering information, filling the engineering information according to the information in the engineering drawing and setting the height of a floor;
s2, drawing an axis network, inputting a CAD drawing, filling an engineering component: firstly, drawing a shaft network in BIM software, after the shaft network is drawn, importing a CAD drawing into the BIM software through an import key, and adding engineering components in sequence to complete the construction of a model;
s3, subtractive staggered overlap, and professional overlap: the staggered overlapping parts among the engineering components in the model are distinguished, repeated calculation is prevented, different walls, columns and rooms are distinguished and set through color filling, and different professional overlapping parts are respectively handed to different professional construction personnel to take charge;
s4, acquiring hard point files in the BIM, and carrying out parameterization: the hard point file comprises hard point positions in the BIM, the model is subjected to parameterization processing, so that the hard points are in contact with the BIM, a virtual parameter actuator is inserted into the BIM and used for driving parameter change, and a hard point table is changed within a specified range;
s5, calculating engineering quantity: after the BIM model is successfully built, the engineering quantity of the model is calculated, staggered overlapping is deducted during calculation, and professional overlapping needs to be separated from different professional constructors, so that calculation errors are prevented;
s6, Revit collision detection: and inputting the built model into Revit software for collision detection, wherein the collision detection can be implemented after the built model is detected to be qualified, and the output printing of the model is realized.
Preferably, the engineering information in S1 is at least filled with information in blue font, and the engineering information includes total floor height, structure type, foundation form, earthquake-resistant grade and earthquake-resistant fortification, and non-blue font is selectively filled.
Preferably, the floor height in S1 includes parameters of the floor number and the floor height of the floor.
Preferably, the axis network drawing in S2 is the same as the drawing parameters and units in the CAD software, so that the graph in the CAD drawing can be matched with the axis network at the time of importing.
Preferably, the CAD drawing in S2 is drawn as a bottom layer, and after the CAD drawing is successfully introduced, the construction of the engineering construction is performed on the CAD drawing, where the engineering construction includes a wall, a pillar, a beam, a plate, a door, a window, a stair, a railing, and a floor, and the engineering construction is introduced through Revit software.
Preferably, when the engineering construction is subjected to filling setting, determining an axial pressure ratio limit of the engineering construction and an axial pressure ratio limit of a wall member according to the total height and position information of a house of the building, determining a first load value of a beam and a wall of each room of the current building model to be built, and then determining a cross-sectional dimension of the engineering construction of each room of the current building model to be built according to the first load value of the engineering construction and the axial pressure ratio limit of the supporting member, wherein a cross-sectional dimension calculation formula of the engineering construction is bc hc ═ N/(fc ═ μ), wherein bc is the cross-sectional width of the supporting member; hc is the cross-sectional height of the support member; n is a first load value; fc is the compressive strength of the concrete; μ is the axial compression ratio limit of the support member.
Preferably, the hard point parameters in S4 are imported to the BIM model through the CATIA software, and the formula editor in the CATIA software converts the coordinate values of each hard point in the BIM initial model into corresponding design parameters.
Preferably, the virtual parameter actuators in S4 are used to solve the parameters by calculation, and make fine adjustment changes to the BIM initial model through hard point tables.
Preferably, when the virtual parameter actuator is changed, the BIM model is adjusted, and at this time, when a component in the BIM engineering quantity model is changed, or when an engineering quantity attribute of a parameterized component is changed or a component is newly added, the engineering quantity statistics summary table needs to be re-counted and updated synchronously.
Preferably, the Revit collision detecting step in S6 is as follows: firstly clicking a link Revit tool of an 'insertion' tab, clicking a selection model, positioning and selecting an 'origin to origin', clicking an opening model, then entering a three-dimensional mode, clicking collision check, selecting a 'detection category' on the right side, checking components needing collision, starting collision check, finally clicking a 'export' collision file to a desktop after a collision check result comes out, opening the file to see all the collision category components, ID numbers and quantity, returning a collision report of a project due to work report or project transfer and the like, adjusting and changing the collision according to a collision method of a building, and clicking 'displaying a previous report' under the 'collision check' tool to check if the collision report is closed carelessly.
Compared with the prior art, the invention has the beneficial effects that:
according to the invention, the rapid import of the base map is carried out through CAD software, the model building speed of BIM software can be increased, the time is saved, the engineering components are rapidly input through Revit software, the BIM software can rapidly complete the model building through the cooperation of various software, a large amount of time is saved, the collision detection is realized through Revit software, the stability of engineering is ensured, and the hard point table and the self-defined virtual actuator are used for driving the model, so that the workload is reduced, and the efficiency of the engineering quantity model building is improved.
Drawings
FIG. 1 is a schematic diagram of the process steps of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1, the present invention provides a technical solution: a construction method of a civil engineering BIM engineering quantity model comprises the following steps:
s1, opening the BIM software, and then inputting engineering information: opening BIM software, filling engineering information, and when filling the engineering information, filling the engineering information according to the information in the engineering drawing and setting the height of a floor;
s2, drawing an axis network, inputting a CAD drawing, filling an engineering component: firstly, drawing a shaft network in BIM software, after the shaft network is drawn, importing a CAD drawing into the BIM software through an import key, and adding engineering components in sequence to complete the construction of a model;
s3, subtractive staggered overlap, and professional overlap: the staggered overlapping parts among the engineering components in the model are distinguished, repeated calculation is prevented, different walls, columns and rooms are distinguished and set through color filling, and different professional overlapping parts are respectively handed to different professional construction personnel to take charge;
s4, acquiring hard point files in the BIM, and carrying out parameterization: the hard point file comprises hard point positions in the BIM, the model is subjected to parameterization processing, so that the hard points are in contact with the BIM, a virtual parameter actuator is inserted into the BIM and used for driving parameter change, and a hard point table is changed within a specified range;
s5, calculating engineering quantity: after the BIM model is successfully built, the engineering quantity of the model is calculated, staggered overlapping is deducted during calculation, and professional overlapping needs to be separated from different professional constructors, so that calculation errors are prevented;
s6, Revit collision detection: and inputting the built model into Revit software for collision detection, wherein the collision detection can be implemented after the built model is detected to be qualified, and the output printing of the model is realized.
In order to input the main information of the model, in this embodiment, it is preferable that the engineering information in S1 at least includes information of a blue font, and the engineering information includes a total floor height, a structure type, a foundation form, an earthquake-resistant grade, and an earthquake-resistant fortification, and the non-blue font is selectively filled.
In order to define each floor, in this embodiment, preferably, the floor height in S1 includes parameters of the floor number and the floor height of the floor.
In order to keep the same unit when the CAD drawing is input into the BIM software, in this embodiment, it is preferable that the axis mesh drawing in S2 is the same as the drawing parameters and unit in the CAD software, so that the graph in the CAD drawing can be matched with the axis mesh when being imported.
In order to realize rapid model creation, different engineering components are directly imported through Revit software, in this embodiment, preferably, the CAD drawing in S2 is drawn on the bottom layer, and after the CAD drawing is successfully imported, construction of an engineering construction is performed on the CAD drawing, where the engineering construction includes a wall, a pillar, a beam, a plate, a door, a window, a stair, a railing, and a floor, and the engineering construction is imported through Revit software.
In order to achieve the calculation of the stability and the supportability of the engineering member, in this embodiment, it is preferable that the engineering construction needs to determine an axial pressure ratio limit of the engineering construction and an axial pressure ratio limit of the wall member according to the total height of the building and the position information of the building, determine a first load value of the beam and the wall of each room of the current building model to be built, and then determine a cross-sectional dimension of the engineering construction of each room of the current building model to be built according to the first load value of the engineering construction and the axial pressure ratio limit of the support member, where bc is the cross-sectional width of the support member; hc is the cross-sectional height of the support member; n is a first load value; fc is the compressive strength of the concrete; μ is the axial compression ratio limit of the support member.
In order to realize fast import of hard points and complete conversion of units, in this embodiment, preferably, the hard point parameters in S4 are imported to the BIM model through CATIA software, and a formula editor in the CATIA software converts coordinate values of each hard point in the BIM initial model into corresponding design parameters.
In order to realize that fine adjustment can be performed later, in this embodiment, it is preferable that the virtual parameter actuator in S4 is used to solve the parameter by calculation and perform fine adjustment change on the BIM initial model through the hard point table.
In order to implement the correspondence and accuracy of the parameter information, in this embodiment, preferably, when the virtual parameter actuator is changed, the BIM model is further adjusted, and at this time, when a component in the BIM engineering quantity model is changed, or when an engineering quantity attribute of a parameterized component is changed or a component is newly added, the engineering quantity statistics summary table needs to be re-counted and updated synchronously.
In order to realize the detection of the stability and the safety of the model, in this embodiment, it is preferable that the Revit collision detection step in S6 is as follows: firstly clicking a link Revit tool of an 'insertion' tab, clicking a selection model, positioning and selecting an 'origin to origin', clicking an opening model, then entering a three-dimensional mode, clicking collision check, selecting a 'detection category' on the right side, checking components needing collision, starting collision check, finally clicking a 'export' collision file to a desktop after a collision check result comes out, opening the file to see all the collision category components, ID numbers and quantity, returning a collision report of a project due to work report or project transfer and the like, adjusting and changing the collision according to a collision method of a building, and clicking 'displaying a previous report' under the 'collision check' tool to check if the collision report is closed carelessly.
The working principle and the using process of the invention are as follows:
step one, opening BIM software, and then inputting engineering information: opening BIM software, filling engineering information, and when filling the engineering information, filling the engineering information according to the information in the engineering drawing and setting the height of a floor;
step two, drawing a shaft network, inputting a CAD drawing, and filling an engineering component: firstly, drawing a shaft network in BIM software, after the shaft network is drawn, importing a CAD drawing into the BIM software through an import key, and adding engineering components in sequence to complete the construction of a model;
and thirdly, deducting, staggering and overlapping, and professionally overlapping: the staggered overlapping parts among the engineering components in the model are distinguished, repeated calculation is prevented, different walls, columns and rooms are distinguished and set through color filling, and different professional overlapping parts are respectively handed to different professional construction personnel to take charge;
fourthly, acquiring a hard point file in the BIM, and carrying out parameterization: the hard point file comprises hard point positions in the BIM, the model is subjected to parameterization processing, so that the hard points are in contact with the BIM, a virtual parameter actuator is inserted into the BIM and used for driving parameter change, and a hard point table is changed within a specified range;
fifthly, calculating the engineering quantity: after the BIM model is successfully built, the engineering quantity of the model is calculated, staggered overlapping is deducted during calculation, and professional overlapping needs to be separated from different professional constructors, so that calculation errors are prevented;
sixth, Revit collision detection: and inputting the built model into Revit software for collision detection, wherein the collision detection can be implemented after the built model is detected to be qualified, and the output printing of the model is realized.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (10)
1. A construction method of a civil engineering BIM engineering quantity model is characterized by comprising the following steps: the method comprises the following steps:
s1, opening the BIM software, and then inputting engineering information: opening BIM software, filling engineering information, and when filling the engineering information, filling the engineering information according to the information in the engineering drawing and setting the height of a floor;
s2, drawing an axis network, inputting a CAD drawing, filling an engineering component: firstly, drawing a shaft network in BIM software, after the shaft network is drawn, importing a CAD drawing into the BIM software through an import key, and adding engineering components in sequence to complete the construction of a model;
s3, subtractive staggered overlap, and professional overlap: the staggered overlapping parts among the engineering components in the model are distinguished, repeated calculation is prevented, different walls, columns and rooms are distinguished and set through color filling, and different professional overlapping parts are respectively handed to different professional construction personnel to take charge;
s4, acquiring hard point files in the BIM, and carrying out parameterization: the hard point file comprises hard point positions in the BIM, the model is subjected to parameterization processing, so that the hard points are in contact with the BIM, a virtual parameter actuator is inserted into the BIM and used for driving parameter change, and a hard point table is changed within a specified range;
s5, calculating engineering quantity: after the BIM model is successfully built, the engineering quantity of the model is calculated, staggered overlapping is deducted during calculation, and professional overlapping needs to be separated from different professional constructors, so that calculation errors are prevented;
s6, Revit collision detection: and inputting the built model into Revit software for collision detection, wherein the collision detection can be implemented after the built model is detected to be qualified, and the output printing of the model is realized.
2. The method for constructing the civil BIM engineering quantity model according to claim 1, wherein the method comprises the following steps: the engineering information in the S1 is to be filled in with blue font information at least, and the engineering information includes total floor height, structure type, basic form, earthquake-resistant grade and earthquake-resistant fortification, and non-blue font is selectively filled in.
3. The method for constructing the civil BIM engineering quantity model according to claim 1, wherein the method comprises the following steps: the floor height in S1 includes parameters of the floor number and the floor height of the floor.
4. The method for constructing the civil BIM engineering quantity model according to claim 1, wherein the method comprises the following steps: the drawing of the axis network in the step S2 is the same as the drawing parameters and units in the CAD software, so that the graph in the CAD drawing can be matched with the axis network when being imported.
5. The method for constructing the civil BIM engineering quantity model according to claim 1, wherein the method comprises the following steps: the CAD drawing in the S2 is drawn for the bottom layer, and after the CAD drawing is successfully introduced, construction of engineering construction is carried out on the CAD drawing, wherein the engineering construction comprises a wall body, a column, a beam, a plate, a door, a window, a stair, a railing and a floor slab, and the engineering construction is introduced through Revit software.
6. The method for constructing the civil BIM engineering quantity model according to claim 5, wherein the method comprises the following steps: when the engineering construction is filled, determining an axial pressure ratio limit of the engineering construction and an axial pressure ratio limit of a wall member according to the total height and position information of a building of the building, determining a first load value of a beam and a wall of each room of a current building model to be built, and then determining the section size of the engineering construction of each room according to the first load value of the engineering construction of each room of the current building model to be built and the axial pressure ratio limit of a supporting member, wherein the section size calculation formula of the engineering construction is bc hc N/(fc μ), and bc is the section width of the supporting member; hc is the cross-sectional height of the support member; n is a first load value; fc is the compressive strength of the concrete; μ is the axial compression ratio limit of the support member.
7. The method for constructing the civil BIM engineering quantity model according to claim 1, wherein the method comprises the following steps: the hard point parameters in the S4 are imported to the BIM model through the CATIA software, and the formula editor in the CATIA software converts the coordinate values of each hard point in the BIM initial model into corresponding design parameters.
8. The method for constructing the civil BIM engineering quantity model according to claim 1, wherein the method comprises the following steps: the virtual parameter actuators in the S4 are used to calculate and solve the parameters, and make fine adjustment changes to the BIM initial model through the hard point table.
9. The method for constructing the civil BIM engineering quantity model according to claim 8, wherein the method comprises the following steps: when the virtual parameter actuator is changed, the BIM model is adjusted, and at the moment, when the components in the BIM engineering quantity model are changed, or when the engineering quantity attributes of the parameterized components are changed or the components are added, the engineering quantity statistical summary table needs to be re-counted and updated synchronously.
10. The method for constructing the civil BIM engineering quantity model according to claim 1, wherein the method comprises the following steps: the Revit collision detection step in S6 is as follows: firstly clicking a link Revit tool of an 'insertion' tab, clicking a selection model, positioning and selecting an 'origin to origin', clicking an opening model, then entering a three-dimensional mode, clicking collision check, selecting a 'detection category' on the right side, checking components needing collision, starting collision check, finally clicking a 'export' collision file to a desktop after a collision check result comes out, opening the file to see all the collision category components, ID numbers and quantity, returning a collision report of a project due to work report or project transfer and the like, adjusting and changing the collision according to a collision method of a building, and clicking 'displaying a previous report' under the 'collision check' tool to check if the collision report is closed carelessly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011302918.3A CN112395677A (en) | 2020-11-19 | 2020-11-19 | Construction method of civil engineering BIM (building information modeling) engineering quantity model |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011302918.3A CN112395677A (en) | 2020-11-19 | 2020-11-19 | Construction method of civil engineering BIM (building information modeling) engineering quantity model |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112395677A true CN112395677A (en) | 2021-02-23 |
Family
ID=74605920
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011302918.3A Pending CN112395677A (en) | 2020-11-19 | 2020-11-19 | Construction method of civil engineering BIM (building information modeling) engineering quantity model |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112395677A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113806840A (en) * | 2021-08-23 | 2021-12-17 | 中国建筑西南设计研究院有限公司 | Building structure hybrid design method based on Revit and CAD |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040145614A1 (en) * | 2001-07-11 | 2004-07-29 | Tohru Takagaki | Building production information integration system |
| CN107704703A (en) * | 2017-10-19 | 2018-02-16 | 广州中建亿信科技有限公司 | A kind of construction method of civil engineering BIM quantities models |
| CN108334724A (en) * | 2018-05-08 | 2018-07-27 | 滨州学院 | A kind of construction method of civil engineering BIM quantities models |
| CN110287567A (en) * | 2019-06-18 | 2019-09-27 | 西安新视窗科技有限公司 | The BIM fast modeling method driven based on parameterized units by design parameter |
| CN110532663A (en) * | 2019-08-24 | 2019-12-03 | 中铁四局集团第三建设有限公司 | A kind of collaborative modeling woprk standardization process based on BIM |
-
2020
- 2020-11-19 CN CN202011302918.3A patent/CN112395677A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040145614A1 (en) * | 2001-07-11 | 2004-07-29 | Tohru Takagaki | Building production information integration system |
| CN107704703A (en) * | 2017-10-19 | 2018-02-16 | 广州中建亿信科技有限公司 | A kind of construction method of civil engineering BIM quantities models |
| CN108334724A (en) * | 2018-05-08 | 2018-07-27 | 滨州学院 | A kind of construction method of civil engineering BIM quantities models |
| CN110287567A (en) * | 2019-06-18 | 2019-09-27 | 西安新视窗科技有限公司 | The BIM fast modeling method driven based on parameterized units by design parameter |
| CN110532663A (en) * | 2019-08-24 | 2019-12-03 | 中铁四局集团第三建设有限公司 | A kind of collaborative modeling woprk standardization process based on BIM |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113806840A (en) * | 2021-08-23 | 2021-12-17 | 中国建筑西南设计研究院有限公司 | Building structure hybrid design method based on Revit and CAD |
| CN113806840B (en) * | 2021-08-23 | 2022-06-14 | 中国建筑西南设计研究院有限公司 | Building structure hybrid design method based on Revit and CAD |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2022257099A1 (en) | Prefabricated building intelligent drawing output method based on bim | |
| CN107391862A (en) | A kind of prefabricated concrete structure Digital Collaborative Design Method | |
| Song et al. | Development of a BIM-based structural framework optimization and simulation system for building construction | |
| CN104933265A (en) | Method for designing interior decoration of building based on BIM | |
| CN111400812A (en) | BIM-based method for designing machining drawing of assembled structure shear wall | |
| CN106951432A (en) | BIM data light weight method and device | |
| CN110158818B (en) | BIM model-based rapid construction method for plane curtain wall | |
| CN104915524A (en) | BIM-based interior module group library construction method for building interior design | |
| JP2001357075A (en) | System and method for calculating quantity of materials while utilizing two-dimensional cad interface | |
| CN109033558B (en) | External scaffold model modeling method based on Revit platform | |
| CN111310333B (en) | Building decoration simulation construction method | |
| CN113435757A (en) | BIM-based building masonry design and construction method | |
| CN112395677A (en) | Construction method of civil engineering BIM (building information modeling) engineering quantity model | |
| CN111581700A (en) | Method for adding BIM attribute and outputting BIM attribute table based on CATIA model | |
| CN113158320B (en) | Three-dimensional modeling system based on building plane design | |
| CN114254238A (en) | Three-dimensional Web modeling platform based on digital twinning | |
| CN114372301A (en) | BIM technology-based unit type curtain wall parametric modeling method | |
| CN110674546B (en) | CDM modeling method of building component | |
| CN114077765B (en) | Dynamo project data management method and device based on Dynamo project data management method and device, and computer equipment | |
| Baran et al. | Structural Engineering by way of BIM | |
| KR20140124942A (en) | A Virtual Constructions Design System using 3ds Max | |
| CN115391868A (en) | Method, system and storage medium for setting calculation amount for ALC wallboard deepening | |
| Afzal et al. | Systematic investigation of interoperability issues between BIM and BEM | |
| CN112487540A (en) | Method for generating prefabricated assembly information | |
| CN112287553A (en) | Curtain wall standardized design method based on BIM |
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 |