CN110866304B - Method for creating integrated straight wall component model based on reinforcing steel bar template - Google Patents
Method for creating integrated straight wall component model based on reinforcing steel bar template Download PDFInfo
- Publication number
- CN110866304B CN110866304B CN201911360532.5A CN201911360532A CN110866304B CN 110866304 B CN110866304 B CN 110866304B CN 201911360532 A CN201911360532 A CN 201911360532A CN 110866304 B CN110866304 B CN 110866304B
- Authority
- CN
- China
- Prior art keywords
- wall
- steel bars
- template
- straight wall
- steel bar
- 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.)
- Active
Links
- 238000000034 method Methods 0.000 title claims abstract description 23
- 229910001294 Reinforcing steel Inorganic materials 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 83
- 239000010959 steel Substances 0.000 claims abstract description 83
- 238000012512 characterization method Methods 0.000 claims abstract description 12
- 230000010354 integration Effects 0.000 claims description 7
- 238000009415 formwork Methods 0.000 claims description 4
- 239000010410 layer Substances 0.000 claims description 4
- 239000011241 protective layer Substances 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 8
- 238000005516 engineering process Methods 0.000 description 6
- 238000011065 in-situ storage Methods 0.000 description 4
- 238000009435 building construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses a method for creating an integrated straight wall component model based on a reinforcing steel bar template, which comprises a straight wall component model, wherein the straight wall component model consists of a template, horizontal reinforcing steel bars, vertical reinforcing steel bars and connecting pieces; the creation method comprises the steps of obtaining geometric information of a wall in a model, receiving parameter information of a characterization component transmitted by a designer, creating and storing a family file, creating a model of a template, a steel bar and a connecting piece in the family file, storing and loading the family file into a project file, and placing a steel bar template integrated straight wall component in the project file. The beneficial effects of the invention are as follows: the designer only needs to transmit the parameter information of the characterization components of the templates, the horizontal steel bars, the vertical steel bars and the connecting pieces, and the templates, the steel bars and the connecting piece models are created and stored through codes, so that the rapid and accurate modeling of the straight wall components can be realized.
Description
Technical Field
The invention relates to a method for creating a component model, in particular to a method for creating a straight wall component model based on a reinforced template integration, and belongs to the technical field of building construction modeling.
Background
The cast-in-place concrete structure has good overall performance and excellent earthquake resistance. But it needs to finish a large number of working procedures such as processing, binding and installing templates of the steel bars on the construction site. The existence of these processes restricts the progress of construction, and also increases the cost. Thus, fabricated constructions have evolved rapidly in recent years. At present, the residential houses in China mainly adopt an assembled integral shear wall structure. Although the system reduces the field workload to a certain extent, prefabrication and cast-in-situ are combined to increase working procedures (a large number of shear wall edge components are constructed by adopting a cast-in-situ process), the actual engineering progress is not advantageous, and even the construction speed is slower than that of a full cast-in-situ structure. In addition, construction quality control difficulties such as grouting sleeve connection are large, and the structural safety is at great risk.
With the development of assembly construction technology, the technology of integrally installing the reinforcing steel bar templates is becoming mature. The technology comprehensively adopts a permanent template technology and a steel bar forming and installing technology, makes the template and the steel bar into an integrated component, and carries out integral hoisting on a construction site. The concrete shear wall structure has the advantages that the earthquake resistance is consistent with that of a cast-in-situ structure, no reinforcement binding and formwork installation of any wall body are required on site, and the concrete shear wall structure has obvious construction period and cost advantages compared with the existing prefabricated concrete shear wall structure. However, the system has no mature deepened design system, the deepened design workload is large, and the popularization and application of the technology are severely restricted.
The method for creating the straight wall component based on the reinforced template integration can help engineers to complete the design and the drawing of the reinforced template integration straight wall component rapidly and efficiently.
Disclosure of Invention
The invention aims to solve the problems and provide a method for creating an integrated straight wall component model based on a reinforcing steel bar template.
The invention realizes the above purpose through the following technical scheme: the method for creating the straight wall component model based on the steel bar template integration comprises the straight wall component model, wherein the straight wall component model is composed of templates, horizontal steel bars, vertical steel bars and connecting pieces; the templates are arranged in parallel, the templates are connected together through connecting pieces, and horizontal steel bars and vertical steel bars are arranged between the templates;
the creation method comprises the following steps:
step one, obtaining geometric information of a wall in a model, judging whether the category of a selected component belongs to the wall, if not, popping up a dialog box to prompt that the component with the category of the wall must be selected, and if so, obtaining the geometric information of the wall;
step two, receiving parameter information of the characterization component transmitted by a designer, and receiving information of the characterization component parameter transmitted by the designer through a dialog box;
step three, creating and storing a family file, firstly judging whether a file with the same name as the file to be stored exists in a pre-stored file catalog, if so, adding a number into the original file name, if so, the file to be created at this time is a straight wall component, and the file name is a straight wall component, and so on;
step four, creating a model of a template, horizontal steel bars, vertical steel bars and connecting pieces in the family file;
step five, saving and loading the family files into project files, saving the family files which are created by the templates, the horizontal steel bars, the vertical steel bars and the connecting pieces, loading the family files into the project files, and closing the family files to release the cache;
step six, placing the reinforced template integrated straight wall component in the project file, firstly finding out the family type of the loaded reinforced template integrated straight wall component through traversal, then placing the reinforced template integrated straight wall component to the central position of the wall on the elevation according to the elevation of the wall obtained before, and moving the position of the reinforced template integrated straight wall component up and down according to the bottom offset height of the wall; and finally, judging whether the steel bar template integrated straight wall component needs to rotate or not through the direction of the wall body, if so, calculating the rotation angle and the direction, and rotating the steel bar template integrated straight wall component.
As still further aspects of the invention: in the first step, the geometric information of the wall in the model is obtained, wherein the geometric information comprises the position coordinates of the center of the wall, the direction of the wall, the length, width and height of the wall, the elevation where the wall is located and the bottom offset height.
As still further aspects of the invention: in the second step, the parameter information of the characterization component transmitted by the designer is received and comprises the thickness of a protective layer, the diameter, the spacing, the position and the length of the reinforcing steel bars.
As still further aspects of the invention: in the fourth step:
for the template, calculating the length, width and position of the template by the length, width and height of the wall, wherein the thickness is a preset value, and creating a template model;
for the horizontal steel bars, determining the length of the horizontal steel bars according to the length of the wall, determining the horizontal position of the horizontal steel bars according to the thickness of the wall, the steel bar protection layer and the diameter of the steel bars, determining the vertical position of a first horizontal steel bar according to the starting position, and copying other horizontal steel bars according to the interval array of the horizontal steel bars to complete the creation of a horizontal steel bar model;
for the vertical steel bars, determining the length of the vertical steel bars according to the height of the wall and the length of the protruding wall, and determining the horizontal arrangement of the vertical steel bars according to the starting position, the ending position and the spacing of the vertical steel bars;
for the connectors, firstly loading a pre-established connector family, then calculating the point positions where the connectors are to be placed according to the length, the width and the height of the wall and a certain rule, and finally placing the connectors on the point positions.
The beneficial effects of the invention are as follows: the method for creating the straight wall component model based on the steel bar template integration is reasonable in design, a designer only needs to transmit parameter information of the characterization components of the template, the horizontal steel bars, the vertical steel bars and the connecting pieces, and the template, the steel bars and the connecting piece model are created and stored through codes, so that the quick and accurate modeling of the straight wall component can be realized.
Drawings
FIG. 1 is a schematic view of a straight wall member according to the present invention;
FIG. 2 is a flow chart of the present invention.
In the figure: 1. the template, 2, horizontal reinforcing steel bars, 3, vertical reinforcing steel bars and 4, connecting piece.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Referring to fig. 1-2, a method for creating a straight wall component model based on a reinforced bar template integration comprises a wall component model, wherein the straight wall component model is composed of a template 1, horizontal reinforced bars 2, vertical reinforced bars 3 and connecting pieces 4; the two templates 1 are arranged in parallel, the templates 1 are connected together through a connecting piece 4, and a horizontal steel bar 2 and a vertical steel bar 3 are arranged between the templates 1;
the creation method comprises the following steps:
step one, obtaining geometric information of a wall in a model, judging whether the category of a selected component belongs to the wall, if not, popping up a dialog box to prompt that the component with the category of the wall must be selected, and if so, obtaining the geometric information of the wall;
step two, receiving parameter information of the characterization component transmitted by a designer, and receiving information of the characterization component parameter transmitted by the designer through a dialog box;
step three, creating and storing a family file, firstly judging whether a file with the same name as the file to be stored exists in a pre-stored file catalog, if so, adding a number 1 into the original file name, if so, the file to be created at this time is named as a straight wall component 1, and the file name is named as a straight wall component 2, and so on;
step four, creating a model of the template 1, the horizontal steel bars 2, the vertical steel bars 3 and the connecting pieces 4 in the family file;
step five, saving and loading the family files into project files, saving the family files which are created by the template 1, the horizontal steel bars 2, the vertical steel bars 3 and the connecting pieces 4, loading the family files into the project files, and closing the family files to release the cache;
step six, placing the reinforced template integrated straight wall component in the project file, firstly finding out the family type of the loaded reinforced template integrated straight wall component through traversal, then placing the reinforced template integrated straight wall component to the central position of the wall on the elevation according to the elevation of the wall obtained before, and moving the position of the reinforced template integrated straight wall component up and down according to the bottom offset height of the wall; and finally, judging whether the steel bar template integrated straight wall component needs to rotate or not through the direction of the wall body, if so, calculating the rotation angle and the direction, and rotating the steel bar template integrated straight wall component.
Further, in the embodiment of the present invention, in the step one, the geometric information of the wall in the obtained model includes the position coordinates of the center of the wall, the direction of the wall, the length, width and height of the wall, the elevation where the wall is located and the bottom offset height.
Further, in the embodiment of the present invention, in the second step, the parameter information of the characterization component, which is transmitted by the designer, is received and includes the thickness of the protective layer, the diameter, the spacing, the position and the length of the reinforcing steel bar.
Further, in the embodiment of the present invention, in the fourth step:
for the template 1, calculating the length, width and position of the template by the length, width and height of the wall, and creating a template model by taking the thickness as a preset value;
for the horizontal steel bars 2, determining the length of the horizontal steel bars according to the length of the wall, determining the horizontal position of the horizontal steel bars according to the thickness of the wall, the steel bar protection layer and the diameter of the steel bars, determining the vertical position of a first horizontal steel bar according to the starting position, and copying other horizontal steel bars according to the interval array of the horizontal steel bars to complete the creation of a horizontal steel bar model;
for the vertical steel bars 3, determining the length of the vertical steel bars according to the height of the wall and the length of the protruding wall, and determining the horizontal arrangement of the vertical steel bars according to the starting position, the ending position and the spacing of the vertical steel bars;
for the connector 4, a pre-created connector family is loaded first, then the point positions where the connectors should be placed are calculated according to the length, width and height of the wall and a certain rule, and finally the connectors are placed on the point positions.
Working principle: when the method for creating the straight wall component model based on the reinforced bar template is used, firstly, the position coordinates of the wall center of the wall, the direction of the wall, the length, the width and the height of the wall, the elevation of the wall, the bottom offset height and other geometric information of the wall are obtained, a straight wall component family file is built, the length, the width and the position of the template are calculated through the length, the width and the height of the wall in the family file, the thickness of the template is preset, the template model is created, the length of the horizontal reinforced bar is determined according to the length of the wall, the horizontal position of the horizontal reinforced bar is determined according to the thickness of the wall, the reinforced bar protection layer and the diameter of the reinforced bar, the vertical position of the first horizontal reinforced bar is determined according to the starting position, then the length of the vertical reinforced bar is copied according to the interval array of the horizontal reinforced bar, the starting position, the end point position and the interval of the vertical reinforced bar are determined, the pre-created connecting piece family is loaded, the connecting piece family is calculated according to the length, the width and the height of the wall and the certain rule, finally, the template, the connecting piece and the reinforcing bar is loaded into the family file is created, and the file is completed.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
Claims (4)
1. A method for creating a straight wall component model based on a reinforced bar template integration comprises the following steps: the straight wall component model consists of a template (1), horizontal steel bars (2), vertical steel bars (3) and connecting pieces (4); the two templates (1) are arranged in parallel, the templates (1) are connected together through a connecting piece (4), and a horizontal steel bar (2) and a vertical steel bar (3) are arranged between the templates (1);
the creation method comprises the following steps:
step one, obtaining geometric information of a wall in a model, judging whether the category of a selected component belongs to the wall, if not, popping up a dialog box to prompt that the component with the category of the wall must be selected, and if so, obtaining the geometric information of the wall;
step two, receiving parameter information of the characterization component transmitted by a designer, and receiving information of the characterization component parameter transmitted by the designer through a dialog box;
step three, creating and storing a family file, firstly judging whether a file with the same name as the file to be stored exists in a pre-stored file catalog, if so, adding a number 1 into the original file name, if so, the file to be created at this time is named as a straight wall component 1, and the file name is named as a straight wall component 2, and so on;
step four, creating a model of a template (1), a horizontal steel bar (2), a vertical steel bar (3) and a connecting piece (4) in a family file;
step five, saving and loading the family files into project files, saving the family files which are created by the template (1), the horizontal steel bars (2), the vertical steel bars (3) and the connecting pieces (4), loading the family files into the project files, and closing the family files to release the cache;
step six, placing the reinforced template integrated straight wall component in the project file, firstly finding out the family type of the loaded reinforced template integrated straight wall component through traversal, then placing the reinforced template integrated straight wall component to the central position of the wall on the elevation according to the elevation of the wall obtained before, and moving the position of the reinforced template integrated straight wall component up and down according to the bottom offset height of the wall; and finally, judging whether the steel bar template integrated straight wall component needs to rotate or not through the direction of the wall body, if so, calculating the rotation angle and the direction, and rotating the steel bar template integrated straight wall component.
2. The method for creating the steel bar formwork-based integrated straight wall member model is characterized by comprising the following steps of: in the first step, the geometric information of the wall in the model is obtained, wherein the geometric information comprises the position coordinates of the center of the wall, the direction of the wall, the length, width and height of the wall, the elevation where the wall is located and the bottom offset height.
3. The method for creating the steel bar formwork-based integrated straight wall member model is characterized by comprising the following steps of: in the second step, the parameter information of the characterization component transmitted by the designer is received and comprises the thickness of a protective layer, the diameter, the spacing, the position and the length of the reinforcing steel bars.
4. The method for creating the steel bar formwork-based integrated straight wall member model is characterized by comprising the following steps of: in the fourth step:
for the template (1), calculating the length, width and position of the template by the length, width and height of the wall, wherein the thickness is a preset value, and creating a template model;
for the horizontal steel bars (2), determining the length of the horizontal steel bars according to the length of the wall, determining the horizontal position of the horizontal steel bars according to the thickness of the wall, the steel bar protection layer and the diameter of the steel bars, determining the vertical position of a first horizontal steel bar according to the starting position, and copying other horizontal steel bars according to the interval array of the horizontal steel bars to complete the creation of a horizontal steel bar model;
for the vertical steel bars (3), determining the length of the vertical steel bars according to the height of the wall and the length of the protruding wall, and determining the horizontal arrangement of the vertical steel bars according to the starting position, the ending position and the spacing of the vertical steel bars;
for the connectors (4), firstly loading the pre-created connector family, then calculating the point positions where the connectors are to be placed according to the length, width and height of the wall and a certain rule, and finally placing the connectors on the point positions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911360532.5A CN110866304B (en) | 2019-12-25 | 2019-12-25 | Method for creating integrated straight wall component model based on reinforcing steel bar template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911360532.5A CN110866304B (en) | 2019-12-25 | 2019-12-25 | Method for creating integrated straight wall component model based on reinforcing steel bar template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110866304A CN110866304A (en) | 2020-03-06 |
| CN110866304B true CN110866304B (en) | 2024-02-02 |
Family
ID=69660059
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911360532.5A Active CN110866304B (en) | 2019-12-25 | 2019-12-25 | Method for creating integrated straight wall component model based on reinforcing steel bar template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110866304B (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR770067A (en) * | 1933-08-15 | 1934-09-06 | Reinforced Concrete Buildings | Construction process of buildings and structures and blocks molded in advance for its realization |
| CN102877646A (en) * | 2012-10-19 | 2013-01-16 | 孟凡林 | Method for building grouted overlapping assembly type reinforced concrete shear wall structure |
| CN103020406A (en) * | 2013-01-14 | 2013-04-03 | 北京交通大学 | Data processing method and computer aided design system for shaft retaining structure |
| CN107145695A (en) * | 2017-06-27 | 2017-09-08 | 中建局集团建设发展有限公司 | A kind of parametric modeling production method of fabricated shear wall structure prefabricated outer wall panel |
| CN107292038A (en) * | 2017-06-27 | 2017-10-24 | 中建局集团建设发展有限公司 | A kind of parametric modeling production method for overlapping plate prefabricated member |
| CN107391862A (en) * | 2017-07-28 | 2017-11-24 | 中建局集团建设发展有限公司 | A kind of prefabricated concrete structure Digital Collaborative Design Method |
| CN107748824A (en) * | 2017-11-06 | 2018-03-02 | 中国铁路设计集团有限公司 | A kind of concrete frame core-tube system design method based on BIM technology |
| KR20180121193A (en) * | 2017-04-28 | 2018-11-07 | 홍익대학교세종캠퍼스산학협력단 | Method to control version of excel-based architecture design file |
| CN109138227A (en) * | 2018-10-19 | 2019-01-04 | 青岛建集团有限公司 | Without exterior sheathing exterior-wall heat insulation and structure-integrated pouring molding construction technology |
| CN110029836A (en) * | 2019-05-10 | 2019-07-19 | 中铁建设集团有限公司 | A kind of concrete structure reinforcing bars template integrative installation technology dwelling house system |
| CN110197007A (en) * | 2019-05-09 | 2019-09-03 | 北新集团建材股份有限公司 | A method of automatically generating light steel keel gypsum board Wall model |
-
2019
- 2019-12-25 CN CN201911360532.5A patent/CN110866304B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR770067A (en) * | 1933-08-15 | 1934-09-06 | Reinforced Concrete Buildings | Construction process of buildings and structures and blocks molded in advance for its realization |
| CN102877646A (en) * | 2012-10-19 | 2013-01-16 | 孟凡林 | Method for building grouted overlapping assembly type reinforced concrete shear wall structure |
| CN103020406A (en) * | 2013-01-14 | 2013-04-03 | 北京交通大学 | Data processing method and computer aided design system for shaft retaining structure |
| KR20180121193A (en) * | 2017-04-28 | 2018-11-07 | 홍익대학교세종캠퍼스산학협력단 | Method to control version of excel-based architecture design file |
| CN107145695A (en) * | 2017-06-27 | 2017-09-08 | 中建局集团建设发展有限公司 | A kind of parametric modeling production method of fabricated shear wall structure prefabricated outer wall panel |
| CN107292038A (en) * | 2017-06-27 | 2017-10-24 | 中建局集团建设发展有限公司 | A kind of parametric modeling production method for overlapping plate prefabricated member |
| CN107391862A (en) * | 2017-07-28 | 2017-11-24 | 中建局集团建设发展有限公司 | A kind of prefabricated concrete structure Digital Collaborative Design Method |
| CN107748824A (en) * | 2017-11-06 | 2018-03-02 | 中国铁路设计集团有限公司 | A kind of concrete frame core-tube system design method based on BIM technology |
| CN109138227A (en) * | 2018-10-19 | 2019-01-04 | 青岛建集团有限公司 | Without exterior sheathing exterior-wall heat insulation and structure-integrated pouring molding construction technology |
| CN110197007A (en) * | 2019-05-09 | 2019-09-03 | 北新集团建材股份有限公司 | A method of automatically generating light steel keel gypsum board Wall model |
| CN110029836A (en) * | 2019-05-10 | 2019-07-19 | 中铁建设集团有限公司 | A kind of concrete structure reinforcing bars template integrative installation technology dwelling house system |
Non-Patent Citations (3)
| Title |
|---|
| An Approximate Solution of Scattering From Reinforced Concrete Walls:An Approximate Solution of Scattering From Reinforced Concrete Walls;Mojtaba Dehmollaian等;IEEE;全文 * |
| 历史建筑修缮BIM模型中异形柱的包钢加固族创建研究;张颖;方立新;孙逊;;动感(生态城市与绿色建筑)(04期);全文 * |
| 基于BIM的柱端模板数字化设计及批量化加工研究与应用;徐京安;谢小红;宋海军;;城市住宅(08期);全文 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110866304A (en) | 2020-03-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110990937B (en) | Method for creating integrated wall component model with hole based on reinforcing steel bar template | |
| CN105781064A (en) | Floor tile laying construction method based on building information modeling (BIM) | |
| CN102235034A (en) | Prefabricated part and construction method for connecting prefabricated part with main structure | |
| CN102535495B (en) | U-shaped groove base for prefabricated building and construction method thereof | |
| CN110866304B (en) | Method for creating integrated straight wall component model based on reinforcing steel bar template | |
| CN106930278A (en) | A kind of method that compromise joint pipe is used for support pile occlusion | |
| CN110469348B (en) | BIM technology-based underground tunnel large curve turning steel grid arrangement method | |
| CN210924577U (en) | Integrated component model with hole wall based on steel bar formwork | |
| CN110866303B (en) | Method for creating integrated T-shaped wall component model based on reinforcing steel bar template | |
| CN211878597U (en) | Integrated straight wall component model based on steel bar formwork | |
| CN211207333U (en) | L type wall component model based on steel bar formwork integration | |
| CN210955086U (en) | Integrated T-shaped wall component model based on steel bar formwork | |
| CN111535482A (en) | Aluminum mould construction concrete structure and tool and electromechanical reservation pre-embedding construction method | |
| CN204551824U (en) | A kind of Novel L-shaped overlaid plate type shear wall edge member | |
| Li et al. | Application research on the design of assembled shear wall joint based on BIM technology | |
| CN110895615A (en) | Method for creating integrated L-shaped wall component model based on steel bar formwork | |
| Chen | On the Influence of Pile Foundation Settlement of Existing High‐Rise Buildings on the Surrounding Buildings | |
| Wang | Automatic System Design of Assembly Building Components for Sustainable Building Projects Based on BIM Technology | |
| CN111062082B (en) | Shear wall structural design system based on integrated template installation | |
| CN109281408B (en) | Comprehensive pipe gallery embedded part and fixing method thereof | |
| CN201116396Y (en) | Die for manufacturing building pipeline preformed pore | |
| CN109376442A (en) | Railway tunnel main structure rebar design method and information data processing terminal | |
| CN114969936B (en) | Grid structure construction method based on BIM | |
| CN217517591U (en) | Positioner that slope shape foundation ditch construction was used | |
| Fei | Research and analysis on technological innovation of prefabricated building construction |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |