CN110990937B - Method for creating integrated wall component model with hole based on reinforcing steel bar template - Google Patents
Method for creating integrated wall component model with hole based on reinforcing steel bar template Download PDFInfo
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- CN110990937B CN110990937B CN201911358434.8A CN201911358434A CN110990937B CN 110990937 B CN110990937 B CN 110990937B CN 201911358434 A CN201911358434 A CN 201911358434A CN 110990937 B CN110990937 B CN 110990937B
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- 238000000034 method Methods 0.000 title claims abstract description 24
- 229910001294 Reinforcing steel Inorganic materials 0.000 title claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 79
- 239000010959 steel Substances 0.000 claims abstract description 79
- 238000012512 characterization method Methods 0.000 claims abstract description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 65
- 229910052742 iron Inorganic materials 0.000 claims description 31
- 238000004873 anchoring Methods 0.000 claims description 14
- 230000010354 integration Effects 0.000 claims description 5
- 239000010410 layer Substances 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims description 3
- 240000000233 Melia azedarach Species 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000003860 storage Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 8
- 230000003014 reinforcing effect Effects 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 6
- 238000013461 design Methods 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 4
- 238000009435 building construction Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Classifications
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
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- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a method for creating a reinforced bar template-based integrated wall member model with an opening, which comprises the steps of forming the wall member with the opening; the building 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 the model of the template, the steel bars and the connecting piece in the family file, storing and loading the family file into a project file, and placing the steel bar template integrated wall component with the hole 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 each part, and the creation and the storage of the model are completed through codes, so that the rapid and accurate modeling of the wall component with the hole 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 component model based on a reinforced bar template integrated wall with an opening, 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 wall member model with the hole based on the integrated reinforcing steel bar template can quickly and efficiently help engineers to complete the design and the drawing of the wall member with the hole based on the integrated reinforcing steel bar template.
Disclosure of Invention
The invention aims to solve the problems and provides a method for creating an integrated wall component model with an opening based on a reinforcing steel bar template.
The invention realizes the above purpose through the following technical scheme: a method for creating a wall member model with an opening based on a reinforced bar template integration comprises the steps of forming the wall member with the opening; the wall component with the hole consists of a template, horizontal steel bars, vertical steel bars, connecting pieces, connecting beam upper iron, connecting Liang Xiatie, hidden column longitudinal bars, hidden column stirrups, connecting Liang Yao bars and connecting beam stirrups, wherein the template comprises two wall templates and four hole side baffles, the two wall templates are arranged in parallel, the wall templates are connected together through the connecting pieces, the horizontal steel bars and the vertical steel bars are further arranged between the wall templates, the hidden column longitudinal bars are arranged on two sides of the hole formed by the component, the hidden column longitudinal bars are vertically intersected with the horizontal steel bars, connecting beam waist bars are fixedly connected together through connecting beam stirrups and connecting beam upper iron, and connecting beam waist bars are fixedly connected and fixed through connecting beam stirrups;
the creation method comprises the following steps:
step one, obtaining geometric information of walls and holes 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 is required to be selected, if so, judging whether the wall contains the holes again, if not, prompting that the pop-up dialog box to prompt that the wall with the holes is required to be selected, and if so, obtaining the geometric information of the wall and the holes;
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, namely judging whether a file with the same name as the file to be stored exists in a pre-stored file catalog, adding a number into the original file name if the file with the same name as the file to be stored exists, and if the file with the same name as the file with the hole exists originally, creating the file with the same name as the file with the hole, and the like;
step four, creating a model of a template, horizontal steel bars, vertical steel bars, connecting pieces, connecting beam upper iron, connecting Liang Xiatie, hidden column longitudinal bars, hidden column stirrups, connecting Liang Yao bars and connecting beam stirrups in a family file;
step five, saving and loading the group file into the project file, saving the group file which is created by the template, the horizontal steel bar, the vertical steel bar, the connecting piece, the connecting beam upper iron, the connecting Liang Xiatie, the hidden column longitudinal bar, the hidden column stirrup, the connecting Liang Yao bar and the connecting beam stirrup, loading the group file into the project file, and closing the group file to release the cache;
step six, placing a reinforced bar template integrated wall member with an opening in the project file, firstly, finding out the group type of the loaded reinforced bar template integrated wall member with the opening through traversal, then placing the wall member with the opening to the central position of the wall body on the elevation according to the elevation of the wall obtained before, and moving the position of the reinforced bar template integrated wall member with the opening up and down according to the bottom offset height of the wall; finally, judging whether the reinforced template integrated wall component with the hole needs to rotate or not according to the direction of the wall body, if so, calculating the rotation angle and the direction, and rotating the reinforced template integrated wall component with the window.
As a further scheme of the invention: in the first step, the position coordinates of the wall center, the direction of the wall, the length, width and height of the wall, the elevation where the wall is located, the bottom offset height, the width, height and ground height of the opening of the model are obtained.
As a further scheme of the invention: in the second step, the parameter information of the characterization component transmitted by the designer is received, wherein the parameter information comprises the thickness of a protective layer, the length of a hidden column, the diameter, the interval, the position, the length and the like of the reinforcing steel bar.
As a further scheme 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 and the opening, 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 in the wall through the length of the wall and the width of the hole, determining the horizontal position according to the thickness of the wall, the width of the hole, the steel bar protection layer and the diameter of the steel bars, copying other horizontal steel bars according to the interval array, and completing the creation of the horizontal steel bar model in the wall;
for the vertical steel bars, after the length of the wall is deducted from the width of the hole and the length of the hidden column, a space for arranging the vertical steel bars in the wall is formed, whether the length of the space meets the requirement for placing the vertical steel bars is judged firstly, and if not, the vertical steel bars are not placed; if the space and the layout rule are met, a vertical steel bar model in the wall is established according to the space and the layout rule;
for the connecting pieces, firstly loading a pre-established connecting piece family, then calculating the point positions where the connecting pieces are to be placed according to the length, the width and the height of the wall, the width, the height and the ground height of the hole and a certain rule, and finally placing the connecting pieces on the point positions;
for the iron on the connecting beam, determining the length of the connecting beam according to the width of the hole, wherein the position above the hole is the position of the connecting beam, the thickness of the wall is the width of the connecting beam, the height of the connecting beam is input by a designer through a dialog box window, and the length of the iron on the connecting beam is determined by the length of the connecting beam and the anchoring length;
for the connecting beam Liang Xiatie, determining the length of the connecting beam according to the width of the hole, wherein the position of the connecting beam is arranged above the hole, the thickness of the wall is the width of the connecting beam, the height of the connecting beam is input by a designer through a dialog box window, the length of the connecting Liang Xia iron is determined by the length of the connecting beam and the anchoring length, and if the anchoring length protrudes out of the side edge of the template, the reinforcing steel bars need to be bent according to a certain rule;
for the hidden column longitudinal ribs, determining the length of the longitudinal ribs through the height of the wall and the height parameters of the protruding wall, determining the position of the longitudinal ribs by the length and the width of the stirrups and the diameter of the reinforcing steel bars, and creating a model of the longitudinal ribs in the hidden column according to the length and the width of the stirrups;
for the hidden column stirrup, receiving the length of a hidden column transmitted by a designer through a dialog box, determining the length of the stirrup in the hidden column, determining the width, diameter, spacing, position and other parameters of the stirrup through the wall thickness, inputting the parameters through the dialog box by the designer, and creating a model of the stirrup in the hidden column according to the parameters;
for the connecting Liang Yao ribs, judging whether the waist ribs are required to be arranged according to the height of the beam and a certain rule, and if so, creating a waist rib model according to the length, the height, the distance and the diameter of the connecting beam;
for the beam connecting stirrup, the size of the stirrup is determined according to the height and thickness of the beam, the number and the positions of the stirrups are determined according to the distance, and a beam connecting stirrup model is created.
The beneficial effects of the invention are as follows: the method for creating the wall component model with the hole based on the steel bar template integration is reasonable in design, a designer only needs to transfer parameter information of the template, the horizontal steel bar, the vertical steel bar, the connecting piece, the connecting beam upper iron, the connecting Liang Xiatie, the hidden column longitudinal steel bar, the hidden column stirrup, the connecting Liang Yao steel bar and the representing component of the connecting beam stirrup into the template, the horizontal steel bar, the vertical steel bar, the connecting piece, the connecting beam upper iron, the connecting Liang Xiatie, the hidden column longitudinal steel bar, the hidden column stirrup, the connecting Liang Yao steel bar and the connecting beam stirrup model into a whole through codes, and the building and the storage of the wall component model with the hole can be realized, the length and the height of the connecting beam can be determined according to the width of the hole, and the point positions of the connecting piece can be calculated according to the length, the width, the height and the ground height of the hole and a certain rule, and further the rapid and accurate modeling of the wall component with the hole can be realized.
Drawings
FIG. 1 is a schematic view of a structural view of a wall member with an opening according to the present invention;
FIG. 2 is a schematic view of a partial structure of the present invention;
FIG. 3 is a flow chart of the present invention.
In the figure: 1. template, 2, horizontal steel bar, 3, vertical steel bar, 4, connecting piece, 5, even roof beam upper iron, 6, even Liang Xiatie, 7, dark column longitudinal reinforcement, 8, dark column stirrup, 9, even Liang Yaojin, 10, even roof beam stirrup.
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 to 3, a method for creating a wall member model with an opening based on a reinforced bar template integration comprises the steps of; the wall component with the hole consists of a template 1, horizontal steel bars 2, vertical steel bars 3, connecting pieces 4, upper connecting beam iron 5, lower connecting beam iron 6, a hidden column longitudinal bar 7, a hidden column stirrup 8, a connecting beam waist bar 9 and a connecting beam stirrup 10, wherein the template 1 comprises two wall templates and four hole side baffles, the two wall templates are arranged in parallel, the wall templates are connected together through the connecting pieces 4, the horizontal steel bars 2 and the vertical steel bars 3 are further arranged between the wall templates, the hidden column longitudinal bars 7 are arranged on two sides of the hole formed by the component, the hidden column longitudinal bars 7 are perpendicularly intersected with the horizontal steel bars 2, the connecting beam waist bar 9 is fixedly connected with the lower connecting beam iron 6 through the connecting beam stirrup 10, the connecting beam waist bar 9 is fixedly connected with the upper connecting beam iron 5 through the connecting beam stirrup 10, and the connecting beam waist bar 9 is fixedly connected through the connecting beam stirrup 10;
the creation method comprises the following steps:
step one, obtaining geometric information of walls and holes 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 is required to be selected, if so, judging whether the wall contains the holes again, if not, prompting that the pop-up dialog box to prompt that the wall with the holes is required to be selected, and if so, obtaining the geometric information of the wall and the holes;
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, namely 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, creating the file with the hole wall component 1, namely, creating the file with the hole wall component 2, and the like;
step four, creating a model of a template 1, a horizontal steel bar 2, a vertical steel bar 3, a connecting piece 4, a connecting beam upper iron 5, a connecting beam lower iron 6, a hidden column longitudinal bar 7, a hidden column stirrup 8, a connecting beam waist bar 9 and a connecting beam stirrup 10 in a family file;
step five, saving and loading the group file into the project file, saving the group file which is created by the template 1, the horizontal steel bar 2, the vertical steel bar 3, the connecting piece 4, the connecting beam upper iron 5, the connecting beam lower iron 6, the hidden column longitudinal bar 7, the hidden column stirrup 8, the connecting beam waist bar 9 and the connecting beam stirrup 10, loading the group file into the project file, and closing the group file to release the cache;
step six, placing a reinforced bar template integrated wall member with an opening in the project file, firstly, finding out the group type of the loaded reinforced bar template integrated wall member with the opening through traversal, then placing the wall member with the opening to the central position of the wall body on the elevation according to the elevation of the wall obtained before, and moving the position of the reinforced bar template integrated wall member with the opening up and down according to the bottom offset height of the wall; finally, judging whether the reinforced template integrated wall component with the hole needs to rotate or not according to the direction of the wall body, if so, calculating the rotation angle and the direction, and rotating the reinforced template integrated wall component with the window.
Further, in the embodiment of the present invention, in the first step, the position coordinates of the wall center, the direction of the wall, the length, width and height of the wall, the elevation where the wall is located, the bottom offset height, the width and height of the hole and the ground height of the geometric information of the wall in the model are obtained.
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 length of the dark column, the diameter, the spacing, the position, the length, etc. 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 the opening, 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 in the wall through the length of the wall and the width of the hole, determining the horizontal position according to the thickness of the wall, the width of the hole, the steel bar protection layer and the diameter of the steel bars, and copying other horizontal steel bars according to the interval array to finish the creation of the horizontal steel bar model in the wall;
for the vertical steel bars 3, after the length of the wall is deducted from the width of the hole and the length of the hidden column, a space for arranging the vertical steel bars in the wall is formed, whether the length of the space meets the requirement for placing the vertical steel bars is judged firstly, and if not, the vertical steel bars are not placed; if the space and the layout rule are met, a vertical steel bar model in the wall is established according to the space and the layout rule;
for the connecting piece 4, firstly loading a pre-established connecting piece family, then calculating the point positions where the connecting piece is to be placed according to the length, the width and the height of the wall, the width, the height and the ground height of the hole and a certain rule, and finally placing the connecting piece on the point positions;
for the iron 5 on the connecting beam, determining the length of the connecting beam according to the width of the hole, wherein the position of the connecting beam is above the hole, the thickness of the wall is the width of the connecting beam, the height of the connecting beam is input by a designer through a dialog box window, and the length of the iron on the connecting beam is determined by the length of the connecting beam and the anchoring length;
for the connecting beam lower iron 6, determining the length of the connecting beam according to the width of the hole, wherein the position of the connecting beam is arranged above the hole, the thickness of the wall is the width of the connecting beam, the height of the connecting beam is input by a designer through a dialog box window, the length of the connecting Liang Xia iron is determined by the length of the connecting beam and the anchoring length, and if the anchoring length protrudes out of the side edge of the template, the reinforcing steel bars need to be bent according to a certain rule;
for the hidden column longitudinal ribs 7, determining the length of the longitudinal ribs by the height of the wall and the height parameters of the protruding wall, determining the position by the length and the width of the stirrups and the diameter of the reinforcing steel bars, and creating a model of the longitudinal ribs in the hidden column according to the position;
for the hidden column stirrup 8, receiving the length of a hidden column transmitted by a designer through a dialog box, determining the length of the stirrup in the hidden column, determining the width, diameter, spacing, position and other parameters of the stirrup through the wall thickness, inputting the parameters through the dialog box by the designer, and creating a model of the stirrup in the hidden column accordingly;
judging whether the waist rib 9 of the connecting beam needs to be arranged according to the height of the beam and a certain rule, and if so, creating a waist rib model according to the length, the height, the distance and the diameter of the connecting beam;
for the beam-joining stirrup 10, the stirrup is sized according to the height and thickness of the beam, the number and position of stirrups are determined according to the spacing, and a beam-joining stirrup model is created.
Working principle: when the method for creating the wall member model with the hole based on the reinforced bar template integration 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 and the bottom offset height are obtained, the width, the height and the ground height of the hole are obtained, a straight wall member family file is built, the length, the width and the height of the wall and the hole are calculated in the family file, the length, the width and the position of the template are calculated, the thickness is a preset value, a template model is created, the length of a hidden post which is transmitted by a designer is received through a dialog box, the length of a stirrup in the hidden post is determined, the width, the diameter, the interval and the position of the stirrup are determined through the dialog box, the model of the stirrup in the hidden post is established according to the length, the width and the width of the reinforcing bar, the longitudinal bar is established according to the length, the width and the width of the hole, the longitudinal bar is established according to the length of the stirrup, the length of the wall and the width of the reinforcing bar is established according to the horizontal width of the reinforcing bar, the reinforcing bar is not required to the horizontal width of the reinforcing bar array, and the reinforcing bar array is not established, and if the horizontal width of the reinforcing bar array is not met, and the vertical space is not met is established after the vertical space is established, and the vertical space is not is established; if the requirements are met, a vertical reinforcement model in the wall is established according to the spacing and the arrangement rules, the length of the connecting beam is determined according to the width of the hole, namely the position of the connecting beam above the hole, the thickness of the wall is the width of the connecting beam, the height of the connecting beam is input by a designer through a dialog window, the length of the connecting beam is determined by the length of the connecting beam and the anchoring length, if the anchoring length protrudes out of the side edge of the template, the reinforcement needs to be bent according to a certain rule, the length of the connecting beam is determined according to the width of the hole, namely the position of the connecting beam, the thickness of the wall is the width of the connecting beam, the height of the connecting beam is input by the designer through the dialog window, the length of iron on the connecting beam is determined by the length of the connecting beam and the anchoring length, whether waist reinforcements need to be set or not is judged according to the height of the beam and a certain rule, if needed, the waist reinforcements model is established according to the length, the height of the connecting beam and the anchoring length, the number and the positions of the hoops are determined according to the anchoring length of the beam, finally, the created hoops model is established, and the created files are loaded into files.
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 wall member model with an opening based on a reinforced bar template integration comprises the steps of forming the wall member with the opening; the method is characterized in that: the wall component with the hole consists of a template (1), horizontal steel bars (2), vertical steel bars (3), connecting pieces (4), connecting beam upper iron (5), connecting Liang Xiatie (6), hidden column longitudinal steel bars (7), hidden column stirrups (8), connecting Liang Yao stirrups (9) and connecting beam stirrups (10), wherein the template (1) comprises two wall templates and four hole side baffles, the two wall templates are arranged in parallel, the wall templates are connected together through the connecting pieces (4), the horizontal steel bars (2) and the vertical steel bars (3) are further arranged between the wall templates, the hidden column longitudinal steel bars (7) are arranged on two sides of the hole formed by the component, the hidden column longitudinal steel bars (7) are vertically intersected with the horizontal steel bars (2), the connecting Liang Yao stirrups (9) are fixedly connected with the Lian Liangxia iron (6) through the connecting beam stirrups (10), the connecting Liang Yao stirrups (9) are fixedly connected with the connecting beam upper iron (5) through the connecting beam stirrups (10), and the connecting beam stirrups (9) are fixedly connected with each other through the connecting beam stirrups (10);
the creation method comprises the following steps:
step one, obtaining geometric information of walls and holes 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 is required to be selected, if so, judging whether the wall contains the holes again, if not, prompting that the pop-up dialog box to prompt that the wall with the holes is required to be selected, and if so, obtaining the geometric information of the wall and the holes;
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, namely 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, creating the file with the hole wall component 1, namely, creating the file with the hole wall component 2, and the like;
step four, a template (1), a horizontal steel bar (2), a vertical steel bar (3), a connecting piece (4), a connecting beam upper iron (5), a connecting Liang Xiatie (6), a hidden column longitudinal bar (7), a hidden column stirrup (8), a connecting Liang Yao bar (9) and a connecting beam stirrup (10) model are created in the family file;
step five, saving and loading the group file into the project file, saving the group file which is created by the template (1), the horizontal steel bar (2), the vertical steel bar (3), the connecting piece (4), the connecting beam upper iron (5), the connecting Liang Xiatie (6), the hidden column longitudinal bar (7), the hidden column stirrup (8), the connecting Liang Yao bar (9) and the connecting beam stirrup (10), loading the group file into the project file, and closing the group file to release the cache;
step six, placing a reinforced bar template integrated wall member with an opening in the project file, firstly, finding out the group type of the loaded reinforced bar template integrated wall member with the opening through traversal, then placing the wall member with the opening to the central position of the wall body on the elevation according to the elevation of the wall obtained before, and moving the position of the reinforced bar template integrated wall member with the opening up and down according to the bottom offset height of the wall; finally, judging whether the reinforced template integrated wall component with the hole needs to rotate or not according to the direction of the wall body, if so, calculating the rotation angle and the direction, and rotating the reinforced template integrated wall component with the window.
2. The method for creating the reinforced bar template integrated wall member model with the hole, which is characterized by comprising the following steps of: in the first step, the position coordinates of the wall center, the direction of the wall, the length, width and height of the wall, the elevation where the wall is located, the bottom offset height, the width, height and ground height of the opening of the model are obtained.
3. The method for creating the reinforced bar template integrated wall member model with the hole, which 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, wherein the parameter information comprises the thickness of a protective layer, the length of a hidden column, the diameter, the interval, the position and the length of a reinforcing steel bar.
4. The method for creating the reinforced bar template integrated wall member model with the hole, which 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 and the opening, 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 in the wall through the length of the wall and the width of the hole, determining the horizontal position according to the thickness of the wall, the width of the hole, the steel bar protection layer and the diameter of the steel bars, and copying other horizontal steel bars according to the interval array to finish the creation of the horizontal steel bar model in the wall;
for the vertical steel bars (3), after the length of the wall is deducted from the width of the hole and the length of the hidden column, a space for arranging the vertical steel bars in the wall is formed, whether the length of the space meets the requirement for placing the vertical steel bars is judged, and if not, the vertical steel bars are not placed; if the space and the layout rule are met, a vertical steel bar model in the wall is established according to the space and the layout rule;
for the connecting piece (4), firstly loading a pre-established connecting piece family, then calculating the point positions where the connecting piece is to be placed according to the length, width and height of the wall, the width, height and ground height of the hole and a certain rule, and finally placing the connecting piece on the point positions;
for the iron (5) on the connecting beam, determining the length of the connecting beam according to the width of the hole, wherein the position above the hole is the position of the connecting beam, the thickness of the wall is the width of the connecting beam, the height of the connecting beam is input by a designer through a dialog box window, and the length of the iron on the connecting beam is determined by the length of the connecting beam and the anchoring length;
for the connecting beam Liang Xiatie (6), determining the length of the connecting beam according to the width of the hole, wherein the position of the connecting beam is arranged above the hole, the thickness of the wall is the width of the connecting beam, the height of the connecting beam is input by a designer through a dialog box window, the length of the connecting Liang Xia iron is determined by the length of the connecting beam and the anchoring length, and if the anchoring length protrudes out of the side edge of the template, the reinforcing steel bar is required to be bent according to a certain rule;
for the hidden column longitudinal ribs (7), determining the length of the longitudinal ribs through the height of the wall and the height parameters of the protruding wall, determining the position of the longitudinal ribs through the length and the width of the stirrups and the diameter of the reinforcing steel bars, and creating a model of the longitudinal ribs in the hidden column according to the position;
for the hidden column stirrup (8), receiving the length of a hidden column transmitted by a designer through a dialog box, determining the length of the stirrup in the hidden column, determining the width, diameter, spacing and position parameters of the stirrup through the wall thickness, inputting the parameters through the dialog box by the designer, and creating a model of the stirrup in the hidden column accordingly;
for the connecting Liang Yao ribs (9), judging whether waist ribs need to be arranged according to the height of the beam and a certain rule, and if so, creating a waist rib model according to the length, the height, the distance and the diameter of the connecting beam;
for the beam-connecting stirrup (10), the size of the stirrup is determined according to the height and thickness of the beam, the number and positions of the stirrups are determined according to the spacing, and a beam-connecting stirrup model is created.
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| CN112231801A (en) * | 2020-09-25 | 2021-01-15 | 深圳市华阳国际工程设计股份有限公司 | BIM-based hole protection generation method and device and computer storage medium |
| CN112836285A (en) * | 2021-04-02 | 2021-05-25 | 西安建筑科技大学 | Method for quickly modeling building structure complex module steel bar |
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