CN107451356A - A kind of outer-wall building method based on BIM - Google Patents
A kind of outer-wall building method based on BIM Download PDFInfo
- Publication number
- CN107451356A CN107451356A CN201710629959.5A CN201710629959A CN107451356A CN 107451356 A CN107451356 A CN 107451356A CN 201710629959 A CN201710629959 A CN 201710629959A CN 107451356 A CN107451356 A CN 107451356A
- Authority
- CN
- China
- Prior art keywords
- perpend
- bim
- constructional column
- building
- joint
- 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
- 239000011449 brick Substances 0.000 claims abstract description 28
- 238000007405 data analysis Methods 0.000 claims abstract description 6
- 239000004570 mortar (masonry) Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 3
- 241000208340 Araliaceae Species 0.000 claims 2
- 235000003140 Panax quinquefolius Nutrition 0.000 claims 2
- 235000005035 ginseng Nutrition 0.000 claims 2
- 235000008434 ginseng Nutrition 0.000 claims 2
- 238000004519 manufacturing process Methods 0.000 abstract description 8
- 238000004458 analytical method Methods 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING; COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
Abstract
The invention discloses a kind of outer-wall building method based on BIM, comprise the following steps:(1), based on architectural drawing, threedimensional model is established;(2), using BIM dynamic analog, and the relevant parameter for the horse tooth trough built by laying bricks or stones on the perpend wall of site operation and the joint face of constructional column is obtained using BIM data analysis, and then determines the scheme of site operation;(3), according to the site operation scheme of determination, building by laying bricks or stones for the joint face between perpend wall, constructional column, perpend wall and constructional column is carried out.The present invention utilizes BIM, by the foundation to model and the dynamic analog of model building, the technical foundation of problem analysis and foreseeable problems is provided for actual production, reduces error generation rate and rework rate, accelerates project progress.
Description
Technical field
The present invention relates to building field, and in particular to a kind of outer-wall building method based on BIM.
Background technology
BIM is the new tool of architecture, engineering science and civil engineering.BIM (Building
Information Modeling, abbreviation BIM), it is defined as by being formed completely with insufficient information to support life cycle management,
And can be by building or architectural engineering information model that computer applied algorithm is directly explained.In short, i.e. digital technology support
Life cycle management to architectural environment.Existing building construction is aided in using BIM technology, is that the one of construction becomes greatly
Gesture.
The content of the invention
It is an object of the invention to provide a kind of outer-wall building method based on BIM, this method initially sets up Exterior Wall Components
Threedimensional model, recycle BIM dynamic analog carry out simulate exterior wall site operation process, obtained using BIM data analysis
The relevant parameter for the horse tooth trough built by laying bricks or stones on the perpend wall of site operation and the joint face of constructional column is obtained, and then determines site operation
Scheme, the scheme thereby determined that is due to the dynamic analog using actual parameter, therefore the production process of dynamic analog, very
Close to true production, pinpoint the problems and solve the problems, such as true production, there is provided analysis solves basis.
The present invention is achieved through the following technical solutions:
A kind of outer-wall building method based on BIM, comprises the following steps:
(1), based on architectural drawing, the perpend wall established in exterior wall, constructional column, the joint face three of perpend wall and constructional column
Threedimensional model;
(2), using BIM dynamic analog, with the three of the joint face three of perpend wall, constructional column, perpend wall and constructional column
Perpend wall, constructional column and the perpend wall of the construction of dimension module dynamic analog build on-site and the dynamic mistake of the joint face of constructional column
Journey, and utilize the phase for the horse tooth trough built by laying bricks or stones on the BIM perpend wall of data analysis acquisition site operation and the joint face of constructional column
Related parameter, and then determine the scheme of site operation;
(3), according to the site operation scheme of determination, the connection between perpend wall, constructional column, perpend wall and constructional column is carried out
Build by laying bricks or stones in face.
The relevant parameter of horse tooth trough is the length of the sidewall sections beyond perpend wall and the sidewall sections beyond perpend wall
The number of brick.
When building by laying bricks or stones, the horizontal mortar joint of upper and lower brick layer is 3-5mm, vertical mortar joint 3-5mm.
Seam and put for dislocation when building by laying bricks or stones, between upper brick layer and lower brick layer.
The inventive concept of the present invention is, initially sets up the threedimensional model of Exterior Wall Components, recycles BIM dynamic analog to enter
The site operation process of row simulation exterior wall, the perpend wall of site operation and the connection of constructional column are obtained using BIM data analysis
The relevant parameter for the horse tooth trough built by laying bricks or stones on face, so determine site operation scheme, the scheme thereby determined that due to using
The dynamic analog of actual parameter, therefore the production process of dynamic analog, very close true production, pinpoint the problems for true production
Solve the problems, such as, there is provided analysis solves basis.
The present invention compared with prior art, has the following advantages and advantages:
The present invention utilizes BIM, by the foundation to model and the dynamic analog of model building, is provided point for actual production
The technical foundation of analysis problem and foreseeable problems, reduces error generation rate and rework rate, accelerates project progress.
Embodiment
For the object, technical solutions and advantages of the present invention are more clearly understood, with reference to embodiment, the present invention is made
Further to describe in detail, exemplary embodiment of the invention and its explanation are only used for explaining the present invention, are not intended as to this
The restriction of invention.
Embodiment 1
A kind of outer-wall building method based on BIM, comprises the following steps:
(1), based on architectural drawing, the perpend wall established in exterior wall, constructional column, the joint face three of perpend wall and constructional column
Threedimensional model;
(2), using BIM dynamic analog, with the three of the joint face three of perpend wall, constructional column, perpend wall and constructional column
Perpend wall, constructional column and the perpend wall of the construction of dimension module dynamic analog build on-site and the dynamic mistake of the joint face of constructional column
Journey, and utilize the phase for the horse tooth trough built by laying bricks or stones on the BIM perpend wall of data analysis acquisition site operation and the joint face of constructional column
Related parameter, and then determine the scheme of site operation;
(3), according to the site operation scheme of determination, the connection between perpend wall, constructional column, perpend wall and constructional column is carried out
Build by laying bricks or stones in face.
Embodiment 2
Similar with embodiment 1, the relevant parameter of horse tooth trough is beyond the length of the sidewall sections of perpend wall and beyond one side
The number of the brick of the sidewall sections of wall.
When building by laying bricks or stones, the horizontal mortar joint of upper and lower brick layer is 3-5mm, vertical mortar joint 3-5mm.
Seam and put for dislocation when building by laying bricks or stones, between upper brick layer and lower brick layer.
Above-described embodiment, the purpose of the present invention, technical scheme and beneficial effect are carried out further
Describe in detail, should be understood that the embodiment that the foregoing is only the present invention, be not intended to limit the present invention
Protection domain, within the spirit and principles of the invention, any modification, equivalent substitution and improvements done etc., all should include
Within protection scope of the present invention.
Claims (4)
- A kind of 1. outer-wall building method based on BIM, it is characterised in that comprise the following steps:(1), based on architectural drawing, the perpend wall established in exterior wall, constructional column, perpend wall and constructional column joint face three three Dimension module;(2), using BIM dynamic analog, with the three-dimensional mould of the joint face three of perpend wall, constructional column, perpend wall and constructional column Perpend wall, constructional column and the perpend wall of the construction of type dynamic analog build on-site and the dynamic process of the joint face of constructional column, and The perpend wall ginseng related to the horse tooth trough built by laying bricks or stones on the joint face of constructional column of site operation is obtained using BIM data analysis Number, and then determine the scheme of site operation;(3), according to the site operation scheme of determination, joint face between perpend wall, constructional column, perpend wall and constructional column is carried out Build by laying bricks or stones.
- A kind of 2. outer-wall building method based on BIM according to claim 1, it is characterised in that the related ginseng of horse tooth trough Number is the length beyond the sidewall sections of perpend wall and the number of the brick of the sidewall sections beyond perpend wall.
- A kind of 3. outer-wall building method based on BIM according to claim 1, it is characterised in that when building by laying bricks or stones, upper and lower brick layer Horizontal mortar joint be 3-5mm, vertical mortar joint 3-5mm.
- A kind of 4. outer-wall building method based on BIM according to claim 1, it is characterised in that when building by laying bricks or stones, upper brick layer with Seam and put for dislocation between lower brick layer.
Priority Applications (1)
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CN201710629959.5A CN107451356A (en) | 2017-07-28 | 2017-07-28 | A kind of outer-wall building method based on BIM |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710629959.5A CN107451356A (en) | 2017-07-28 | 2017-07-28 | A kind of outer-wall building method based on BIM |
Publications (1)
Publication Number | Publication Date |
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CN107451356A true CN107451356A (en) | 2017-12-08 |
Family
ID=60489397
Family Applications (1)
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CN201710629959.5A Pending CN107451356A (en) | 2017-07-28 | 2017-07-28 | A kind of outer-wall building method based on BIM |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109537769A (en) * | 2018-11-28 | 2019-03-29 | 龙元建设集团股份有限公司 | Space variable curvature abnormity wall city-wall brick masonry method |
CN109680962A (en) * | 2018-12-29 | 2019-04-26 | 重庆工程职业技术学院 | Wall construction method based on BIM technology |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103266767A (en) * | 2013-05-27 | 2013-08-28 | 中国航天建设集团有限公司 | Construction method for preventing and treating cracks between concrete structure and filler wall |
CN104712076A (en) * | 2015-02-06 | 2015-06-17 | 崔新明 | Autoclaved sand aerated concrete block wall construction method based on BIM technique |
CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
CN105930600A (en) * | 2016-04-28 | 2016-09-07 | 广联达软件股份有限公司 | Masonry configuration method and masonry configuration system |
US20160357881A1 (en) * | 2010-03-02 | 2016-12-08 | Illinois Tool Works, Inc. | Method, computer program product and apparatus for providing a building options configurator |
CN106592974A (en) * | 2016-10-14 | 2017-04-26 | 北京崇建工程有限公司 | Building external wall window masonry construction method |
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2017
- 2017-07-28 CN CN201710629959.5A patent/CN107451356A/en active Pending
Patent Citations (6)
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US20160357881A1 (en) * | 2010-03-02 | 2016-12-08 | Illinois Tool Works, Inc. | Method, computer program product and apparatus for providing a building options configurator |
CN103266767A (en) * | 2013-05-27 | 2013-08-28 | 中国航天建设集团有限公司 | Construction method for preventing and treating cracks between concrete structure and filler wall |
CN104712076A (en) * | 2015-02-06 | 2015-06-17 | 崔新明 | Autoclaved sand aerated concrete block wall construction method based on BIM technique |
CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
CN105930600A (en) * | 2016-04-28 | 2016-09-07 | 广联达软件股份有限公司 | Masonry configuration method and masonry configuration system |
CN106592974A (en) * | 2016-10-14 | 2017-04-26 | 北京崇建工程有限公司 | Building external wall window masonry construction method |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109537769A (en) * | 2018-11-28 | 2019-03-29 | 龙元建设集团股份有限公司 | Space variable curvature abnormity wall city-wall brick masonry method |
CN109680962A (en) * | 2018-12-29 | 2019-04-26 | 重庆工程职业技术学院 | Wall construction method based on BIM technology |
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Application publication date: 20171208 |
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