CN110990937A - Method for creating integrated wall component model with hole based on steel bar formwork - Google Patents
Method for creating integrated wall component model with hole based on steel bar formwork Download PDFInfo
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- CN110990937A CN110990937A CN201911358434.8A CN201911358434A CN110990937A CN 110990937 A CN110990937 A CN 110990937A CN 201911358434 A CN201911358434 A CN 201911358434A CN 110990937 A CN110990937 A CN 110990937A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 86
- 239000010959 steel Substances 0.000 title claims abstract description 86
- 238000000034 method Methods 0.000 title claims abstract description 29
- 238000009415 formwork Methods 0.000 title description 8
- 238000012512 characterization method Methods 0.000 claims abstract description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 93
- 229910052742 iron Inorganic materials 0.000 claims description 45
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 25
- 238000004873 anchoring Methods 0.000 claims description 12
- 230000008878 coupling Effects 0.000 claims description 7
- 238000010168 coupling process Methods 0.000 claims description 7
- 238000005859 coupling reaction Methods 0.000 claims description 7
- 239000010410 layer Substances 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims description 2
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000003860 storage Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 6
- 230000010354 integration Effects 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
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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
Abstract
The invention discloses a method for establishing an integrated wall component model with a hole based on a steel bar template, which comprises a wall component with a hole; 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, building and storing a family file, building a 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 opening in the project file. The invention has the beneficial effects that: the designer only needs to input parameter information of the characterization components of the parts, and the creation and storage of the model are completed through the codes, so that the rapid and accurate modeling of the component with the hole wall can be realized.
Description
Technical Field
The invention relates to a component model creating method, in particular to a method for creating a component model based on a reinforced form integrated wall with a hole, and belongs to the technical field of building construction modeling.
Background
The cast-in-place concrete structure has good overall performance and good earthquake resistance. But it needs to complete a large number of working procedures such as reinforcing steel bar processing, binding and template installation on the construction site. The presence of these steps limits the construction progress and also increases the cost. Therefore, the prefabricated building has been rapidly developed in recent years. At present, the house in China mainly adopts an assembled integral shear wall structure. Although the system reduces the field workload to a certain extent, the processes are increased by prefabricating and casting in situ (a large number of shear wall edge members are constructed by adopting a casting-in-situ process), the actual engineering progress has no advantages, and the construction speed is even slower than that of a full casting-in-situ structure. In addition, construction quality control difficulties such as grout muffjoint are big, and there is great risk in the structure safety.
With the development of the assembly type construction technology, the integrated installation technology of the steel bar formwork is mature day by day. The technology comprehensively adopts a permanent template technology and a reinforcing steel bar forming and installing technology, the template and the reinforcing steel bar are manufactured into an integrated component, and the integral hoisting is carried out on a construction site. The prefabricated concrete shear wall structure has the advantages that the seismic performance is consistent with that of a cast-in-place structure, no reinforcing steel bar binding and template installation of any wall body exist on site, and the prefabricated 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 deep design system, the deep design workload is large, and the popularization and the application of the technology are severely restricted.
The invention relates to a method for creating a model of a wall component with a hole based on the integration of a reinforced form, which can quickly and efficiently help an engineer to complete the design and drawing of the wall component with the hole based on the integration of the reinforced form.
Disclosure of Invention
The invention aims to solve the problems and provide a method for creating a model of an integrated wall component with a hole based on a steel bar formwork.
The invention realizes the purpose through the following technical scheme: a building method of an integrated wall component model with a hole based on a steel bar template comprises a wall component with a hole; the wall component with the hole comprises templates, horizontal steel bars, vertical steel bars, connecting pieces, upper connecting beam iron, lower connecting beam iron, hidden column longitudinal bars, hidden column stirrups, waist connecting beam bars and connecting beam stirrups, wherein the templates comprise two wall templates and four hole edge 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 also arranged between the wall templates, the hidden column longitudinal bars are arranged at two sides of the hole formed in the component, the hidden column longitudinal bars are vertically intersected with the horizontal steel bars, the waist connecting beam bars are fixedly connected with the lower connecting beam iron through the connecting beam stirrups, the waist connecting beam bars are fixedly connected with the upper connecting beam iron through the connecting beam stirrups, and the waist connecting beam bars are also connected and fixed through the waist connecting beam stirrups;
the creating method comprises the following steps:
the method comprises the steps of firstly, acquiring geometric information of a wall and a hole in a model, judging whether the type of a selected component belongs to the wall, popping up a dialog box to prompt whether the component of which the type is the wall needs to be selected if the component does not belong to the wall, judging whether the wall contains the hole again if the wall does not contain the hole, prompting the pop-up dialog box to prompt that the wall with the hole needs to be selected if the wall does not contain the hole, and acquiring the geometric information of the wall and the hole if the wall contains the hole;
receiving parameter information of the characterization component transmitted by a designer, and receiving the parameter information of the characterization component transmitted by the designer through a dialog box;
step three, establishing and storing the family files, firstly judging whether the files with the same name as the files to be stored exist in the pre-stored file directory, if so, adding numbers in the original file name, if so, adding the files to be established at this time, wherein the file name is the wall component with the hole, and the like;
creating a model of a template, a horizontal steel bar, a vertical steel bar, a connecting piece, an upper connecting beam iron, a lower connecting beam iron, a hidden column longitudinal bar, a hidden column stirrup, a connecting beam waist bar and a connecting beam stirrup in the family file;
step five, storing and loading the family files into a project file, storing the family files created by the template, the horizontal steel bars, the vertical steel bars, the connecting pieces, the upper connecting beam iron, the lower connecting beam iron, the hidden column longitudinal bars, the hidden column stirrups, the waist connecting beam reinforcements and the connecting beam stirrups, loading the family files into the project file, and then closing the family files to release the cache;
placing the steel bar template integrated wall component with the hole in the project file, finding the type of the loaded steel bar template integrated wall component with the hole through traversal, placing the steel bar template integrated wall component with the hole at the center of the wall body on the elevation according to the previously obtained elevation of the wall, and moving the position of the steel bar template integrated wall component with the hole up and down according to the offset height of the bottom of the wall; and finally, judging whether the wall member with the hole integrated with the reinforced template 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 wall member with the window integrated with the reinforced template.
As a further scheme of the invention: in the first step, the position coordinates of the geometric information wall center of the wall in the model, the direction of the wall, the length, the width and the height of the wall, the elevation where the wall is located, the offset height of the bottom, the width and the height of the opening and the height from the ground 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 the protective layer, the length of the hidden columns, the diameter, the distance, the position, the length and the like of the reinforcing steel bars.
As a further scheme of the invention: in the fourth step:
for the template, calculating the length, width and position of the template according to the length, width and height of the wall and the opening, and establishing a template model with the thickness as a preset value;
for the horizontal steel bars, determining the length of the horizontal steel bars in the wall according to the length of the wall and the width of the opening, determining the horizontal position according to the thickness of the wall, the width of the opening, a steel bar protection layer and the diameter of the steel bars, copying other horizontal steel bars according to the space array, and completing the creation of a horizontal steel bar model in the wall;
for the vertical reinforcing steel bars, after deducting the width of the opening and the length of the embedded column from the length of the wall, judging whether the length of the space meets the requirement of placing the vertical reinforcing steel bars or not, and if not, not placing the vertical reinforcing steel bars; if so, establishing a vertical steel bar model in the wall according to the spacing and the layout rule;
for the connecting piece, firstly loading a pre-established connecting piece family, then calculating the point position 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 opening and a certain rule, and finally placing the connecting piece on the point position;
for the iron on the connecting beam, the length of the connecting beam is determined according to the width of the hole, 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 lower iron, the length of the connecting beam is determined according to the width of the hole, 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, the length of the connecting beam lower 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, a steel bar needs to be bent according to a certain rule;
for the hidden column longitudinal bars, determining the length of the longitudinal bars according to the height of the wall and the height parameter of the protruded wall body, determining the position of the longitudinal bars according to the length and the width of the stirrups and the diameter of the steel bars, and establishing a model of the longitudinal bars in the hidden column according to the position;
for the hidden column stirrup, receiving the length of the hidden column transmitted by a designer through a dialog box, determining the length of the stirrup in the hidden column, determining the width, diameter, distance, position and other parameters of the stirrup through the wall thickness, inputting the parameters by the designer through the dialog box, and creating a model of the stirrup in the hidden column according to the parameters;
for the connecting beam waist rib, judging whether the waist rib needs to be arranged according to the height of the beam and a certain rule, and if so, establishing a waist rib model according to the length, the height, the interval and the diameter of the connecting beam;
and for the connecting beam stirrup, determining the size of the stirrup according to the height and the thickness of the beam, determining the number and the position of the stirrups according to the distance, and creating a connecting beam stirrup model.
The invention has the beneficial effects that: 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 transmit parameter information of characterizing components of the template, horizontal steel bars, vertical steel bars, connecting pieces, upper connecting beam iron, lower connecting beam iron, hidden column longitudinal bars, hidden column stirrups, waist connecting beam ribs and connecting beam stirrups, the creation and storage of the template, the horizontal steel bars, the vertical steel bars, the connecting pieces, upper connecting beam iron, lower connecting beam iron, hidden column longitudinal bars, hidden column stirrups, waist connecting beam ribs and connecting beam stirrups are completed through codes, the length and the height of the connecting beam can be determined according to the width of the hole, the point position where the connecting pieces are to be placed can also be calculated according to the length, the width, the height, the width of the hole, the height of the wall, the height of the ground 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 structural view of a wall member with a hole according to the present invention;
FIG. 2 is a schematic view of a partial structure of the present invention;
FIG. 3 is a schematic flow chart of the present invention.
In the figure: 1. the steel plate comprises a template, 2 horizontal steel bars, 3 vertical steel bars, 4 connecting pieces, 5 connecting beam upper iron, 6 connecting beam lower iron, 7 connecting beam lower iron, 8 connecting beam longitudinal bars, 9 connecting beam waist bars, 10 connecting beam stirrups.
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 to 3, a method for creating a reinforcement-formwork-based integrated wall component model with a hole includes a wall component with a hole; the wall component with the hole comprises a template 1, horizontal steel bars 2, vertical steel bars 3, a connecting piece 4, upper connecting beam iron 5, lower connecting beam iron 6, hidden column longitudinal bars 7, hidden column stirrups 8, waist connecting beam bars 9 and connecting beam stirrups 10, wherein the template 1 comprises two wall templates and four hole side baffles, the two wall formworks are arranged in parallel, the wall formworks are connected together through a connecting piece 4, horizontal steel bars 2 and vertical steel bars 3 are arranged between the wall formworks, the embedded column longitudinal bars 7 are arranged at two sides of the opening formed by the member, the embedded column longitudinal bar 7 is vertically crossed with the horizontal steel bar 2, the coupling beam waist bar 9 is fixedly connected with the coupling beam lower iron 6 through the coupling beam stirrup 10, the connecting beam waist ribs 9 are fixedly connected with the connecting beam upper iron 5 through connecting beam stirrups 10, and the connecting beam waist ribs 9 are also fixedly connected through the connecting beam stirrups 10;
the creating method comprises the following steps:
the method comprises the steps of firstly, acquiring geometric information of a wall and a hole in a model, judging whether the type of a selected component belongs to the wall, popping up a dialog box to prompt whether the component of which the type is the wall needs to be selected if the component does not belong to the wall, judging whether the wall contains the hole again if the wall does not contain the hole, prompting the pop-up dialog box to prompt that the wall with the hole needs to be selected if the wall does not contain the hole, and acquiring the geometric information of the wall and the hole if the wall contains the hole;
receiving parameter information of the characterization component transmitted by a designer, and receiving the parameter information of the characterization component transmitted by the designer through a dialog box;
step three, establishing and storing the family files, firstly judging whether the files with the same name as the files to be stored exist in a prestored file directory, if so, adding a number 1 to the original file name, if so, adding the number 1 to the original file name of the file to be established, and if so, adding the number 2 to the file name of the file to be established, and so on;
creating a model of a template 1, a horizontal steel bar 2, a vertical steel bar 3, a connecting piece 4, an upper connecting beam iron 5, a 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 in the family file;
step five, storing and loading the family files into a project file, storing the family files created by the template 1, the horizontal steel bars 2, the vertical steel bars 3, the connecting pieces 4, the upper connecting beam iron 5, the lower connecting beam iron 6, the hidden column longitudinal bars 7, the hidden column stirrups 8, the waist connecting beam bars 9 and the connecting beam stirrups 10, loading the family files into the project file, and then closing the family files to release the cache;
placing the steel bar template integrated wall component with the hole in the project file, finding the type of the loaded steel bar template integrated wall component with the hole through traversal, placing the steel bar template integrated wall component with the hole at the center of the wall body on the elevation according to the previously obtained elevation of the wall, and moving the position of the steel bar template integrated wall component with the hole up and down according to the offset height of the bottom of the wall; and finally, judging whether the wall member with the hole integrated with the reinforced template 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 wall member with the window integrated with the reinforced template.
Further, in the embodiment of the present invention, in the first step, the position coordinates of the wall center of the geometric information of the wall in the model, the direction of the wall, the length, the width, and the height of the wall, the elevation where the wall is located, the bottom offset height, the width, the height, and the ground distance height of the opening are obtained.
Further, in the second embodiment of the present invention, the parameter information of the characterization component received by the designer includes a thickness of the protection layer, a length of the embedded pillar, a diameter, a distance, a position, a length, and the like of the 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 through the length, width and height of the wall and the opening, and establishing a template model with the thickness as a preset value;
for the horizontal steel bars 2, determining the length of the horizontal steel bars in the wall according to the length of the wall and the width of the opening, determining the horizontal position according to the thickness of the wall, the width of the opening, a steel bar protection layer and the diameter of the steel bars, copying other horizontal steel bars according to the space array, and completing the creation of a horizontal steel bar model in the wall;
for the vertical reinforcing steel bars 3, after the width of the opening and the length of the embedded column are deducted from the length of the wall, judging whether the length of the space meets the requirement of placing the vertical reinforcing steel bars or not, if not, not placing the vertical reinforcing steel bars; if so, establishing a vertical steel bar model in the wall according to the spacing and the layout rule;
for the connecting piece 4, firstly loading a pre-established connecting piece family, then calculating the point position 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 opening and a certain rule, and finally placing the connecting piece on the point position;
for the iron 5 on the connecting beam, the length of the connecting beam is determined according to the width of the hole, 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 lower iron 6, the length of the connecting beam is determined according to the width of the hole, 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, the length of the connecting beam lower 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, a steel bar needs to be bent according to a certain rule;
for the hidden column longitudinal bar 7, the length of the longitudinal bar is determined by the height of the wall and the height parameter of the projected wall, the position is determined by the length and the width of the stirrup and the diameter of the steel bar, and a model of the longitudinal bar in the hidden column is established according to the position;
for the hidden column stirrup 8, receiving the length of the hidden column transmitted by a designer through a dialog box, determining the length of the stirrup in the hidden column, determining the width, diameter, distance, position and other parameters of the stirrup through the wall thickness, inputting the parameters by the designer through the dialog box, and creating a model of the stirrup in the hidden column according to the parameters;
for the connecting beam waist rib 9, judging whether waist ribs need to be arranged according to the height of the beam and a certain rule, and if so, establishing a waist rib model according to the length, the height, the distance and the diameter of the connecting beam;
for the coupling beam stirrup 10, the size of the stirrup is determined according to the height and the thickness of the beam, the number and the position of the stirrups are determined according to the distance, and a coupling beam stirrup model is created.
The working principle is as follows: when the method for establishing the wall component model with the opening based on the integration of the reinforced templates is used, firstly, the position coordinates of the center of the wall body of the wall, the direction of the wall, the length, the width and the height of the wall, the elevation and the bottom offset height of the wall, the width, the height and the ground distance height of the opening are obtained, a straight wall component family file is established, the length, the width and the height of the template are calculated in the family file through the length, the width and the height of the wall and the opening, the length, the width and the position of the template are calculated to be preset values, the template model is established, the length of the hidden column transmitted by a designer is received through a dialog box, the length of the stirrups in the hidden column is determined, the width, the diameter, the distance and the position of the stirrups are determined through the dialog box by the wall thickness, the model of the stirrups in the hidden column is established according to the position, the length of the longitudinal reinforcements is determined through the, Determining the width and the diameter of a reinforcing steel bar, establishing a model of a longitudinal reinforcing steel bar in a hidden column according to the width, determining the length of a horizontal reinforcing steel bar in a wall according to the length of the wall and the width of an opening, determining the horizontal position according to the thickness of the wall, the width of the opening, a reinforcing steel bar protection layer and the diameter of the reinforcing steel bar, copying other horizontal reinforcing steel bars according to an interval array, completing the establishment of a horizontal reinforcing steel bar model in the wall, deducting the width of the opening and the length of the hidden column from the length of the wall, and then determining whether the length of the space meets the requirement for placing the vertical reinforcing steel bar or not, if not, not placing the vertical reinforcing steel bar; if the requirement is met, a vertical steel bar model in the wall is established according to the spacing and the layout rule, the length of the connecting beam is determined according to the width of the hole, 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, the length of the iron below 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 steel bar needs to be bent according to a certain rule, the length of the connecting beam is determined according to the width of the hole, 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 the designer through the dialog box window, the length of the iron above the connecting beam is determined by the length of the connecting beam and the anchoring length, whether the lumbar rib needs to be arranged or not is judged according to the height of the beam and the certain rule, and determining the size of the stirrups according to the height and the thickness of the beam, determining the number and the positions of the stirrups according to the distance, creating a beam connecting stirrup model, and finally storing the created family file and loading the family file into a project file.
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 attributes 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 description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (4)
1. A building method of an integrated wall component model with a hole based on a steel bar template comprises a wall component with a hole; the method is characterized in that: the wall component with the opening comprises templates (1), horizontal steel bars (2), vertical steel bars (3), connecting pieces (4), upper connecting beam iron (5), lower connecting beam iron (6), embedded column longitudinal bars (7), embedded column stirrups (8), waist connecting beam bars (9) and connecting beam stirrups (10), wherein each template (1) comprises two wall templates and four opening edge 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 embedded column longitudinal bars (7) are arranged on two sides of the opening formed in the component, the embedded column longitudinal bars (7) are vertically intersected with the horizontal steel bars (2), and the waist connecting beam reinforcements (9) are fixedly connected with the lower connecting beam iron (6) through the connecting beam stirrups (10), the connecting beam waist bars (9) are fixedly connected with the connecting beam upper iron (5) through connecting beam stirrups (10), and the connecting beam waist bars (9) are also fixedly connected through the connecting beam stirrups (10);
the creating method comprises the following steps:
the method comprises the steps of firstly, acquiring geometric information of a wall and a hole in a model, judging whether the type of a selected component belongs to the wall, popping up a dialog box to prompt whether the component of which the type is the wall needs to be selected if the component does not belong to the wall, judging whether the wall contains the hole again if the wall does not contain the hole, prompting the pop-up dialog box to prompt that the wall with the hole needs to be selected if the wall does not contain the hole, and acquiring the geometric information of the wall and the hole if the wall contains the hole;
receiving parameter information of the characterization component transmitted by a designer, and receiving the parameter information of the characterization component transmitted by the designer through a dialog box;
step three, establishing and storing the family files, firstly judging whether the files with the same name as the files to be stored exist in a prestored file directory, if so, adding a number 1 to the original file name, if so, adding the number 1 to the original file name of the file to be established, and if so, adding the number 2 to the file name of the file to be established, and so on;
fourthly, creating a model of the template (1), the horizontal steel bar (2), the vertical steel bar (3), the connecting piece (4), the upper connecting beam iron (5), the lower connecting beam 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) in the family file;
storing and loading the family files into a project file, storing the family files created by the template (1), the horizontal steel bars (2), the vertical steel bars (3), the connecting piece (4), the upper connecting beam iron (5), the lower connecting beam iron (6), the hidden column longitudinal bars (7), the hidden column stirrups (8), the waist connecting beam bars (9) and the connecting beam stirrups (10), loading the family files into the project file, and closing the family files to release the cache;
placing the steel bar template integrated wall component with the hole in the project file, finding the type of the loaded steel bar template integrated wall component with the hole through traversal, placing the steel bar template integrated wall component with the hole at the center of the wall body on the elevation according to the previously obtained elevation of the wall, and moving the position of the steel bar template integrated wall component with the hole up and down according to the offset height of the bottom of the wall; and finally, judging whether the wall member with the hole integrated with the reinforced template 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 wall member with the window integrated with the reinforced template.
2. The method for creating the integrated wall component model with the hole based on the reinforced form as claimed in claim 1, wherein the method comprises the following steps: in the first step, the position coordinates of the geometric information wall center of the wall in the model, the direction of the wall, the length, the width and the height of the wall, the elevation where the wall is located, the offset height of the bottom, the width and the height of the opening and the height from the ground are obtained.
3. The method for creating the integrated wall component model with the hole based on the reinforced form as claimed in claim 1, wherein the method comprises the following steps: 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 the protective layer, the length of the hidden columns, the diameter, the distance, the position, the length and the like of the reinforcing steel bars.
4. The method for creating the integrated wall component model with the hole based on the reinforced form as claimed in claim 1, wherein the method comprises the following steps: in the fourth step:
for the template (1), calculating the length, width and position of the template through 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 (2), determining the length of the horizontal steel bars in the wall according to the length of the wall and the width of the opening, determining the horizontal position according to the thickness of the wall, the width of the opening, a steel bar protection layer and the diameter of the steel bars, copying other horizontal steel bars according to the space array, and completing the creation of a horizontal steel bar model in the wall;
for the vertical reinforcing steel bars (3), after the width of the opening and the length of the hidden column are deducted from the length of the wall, the space for distributing the vertical reinforcing steel bars in the wall is determined, firstly, whether the length of the section of space meets the requirement for placing the vertical reinforcing steel bars is judged, and if not, the vertical reinforcing steel bars are not placed; if so, establishing a vertical steel bar model in the wall according to the spacing and the layout rule;
for the connecting piece (4), loading a pre-established connecting piece family, calculating a point position 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 opening and a certain rule, and finally placing the connecting piece on the point position;
for the iron (5) on the connecting beam, the length of the connecting beam is determined according to the width of the hole, 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 lower iron (6), the length of the connecting beam is determined according to the width of the hole, 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, the length of the connecting beam lower 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, a steel bar needs to be bent according to a certain rule;
for the hidden column longitudinal bar (7), the length of the longitudinal bar is determined by the height of the wall and the height parameter of the projected wall, the position is determined by the length and the width of the stirrup and the diameter of the steel bar, and a model of the longitudinal bar in the hidden column is established according to the position;
for the hidden column stirrup (8), receiving the length of the hidden column transmitted by a designer through a dialog box, determining the length of the stirrup in the hidden column, determining the width, diameter, distance, position and other parameters of the stirrup through the wall thickness, inputting the parameters by the designer through the dialog box, and creating a model of the stirrup in the hidden column according to the parameters;
for the connecting beam waist rib (9), judging whether the waist rib needs to be arranged according to the height of the beam and a certain rule, and if so, establishing a waist rib model according to the length, the height, the distance and the diameter of the connecting beam;
for the coupling beam stirrup (10), the size of the stirrup is determined according to the height and the thickness of the beam, the number and the position of the stirrups are determined according to the distance, and a coupling beam stirrup model is created.
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