CN116129061B - Method for generating plugging module model and method for processing prefabricated shear wall - Google Patents
Method for generating plugging module model and method for processing prefabricated shear wall Download PDFInfo
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- CN116129061B CN116129061B CN202310412211.5A CN202310412211A CN116129061B CN 116129061 B CN116129061 B CN 116129061B CN 202310412211 A CN202310412211 A CN 202310412211A CN 116129061 B CN116129061 B CN 116129061B
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- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T17/00—Three dimensional [3D] modelling, e.g. data description of 3D objects
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- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
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- G06T2210/04—Architectural design, interior design
Abstract
The invention relates to the field of three-dimensional model creation, and provides a method for generating a plugging module model and a method for processing a prefabricated shear wall, wherein the prefabricated shear wall comprises a first page plate, a second page plate and a cavity between the first page plate and the second page plate. Firstly, acquiring a three-dimensional model of a prefabricated shear wall and a component body related to the prefabricated shear wall, determining a region to be blocked at the wall end of the prefabricated shear wall and/or the side face of a hole, calibrating the outer side face of a first page plate or the outer side face of a second page plate as a blocking contour generating face, generating a blocking area corresponding to the region to be blocked on the blocking contour generating face, and finally generating a blocking module model between the blocking area and the inner side face of the first page plate or the second page plate far away from the blocking area. The generation method of the plugging module model can automatically generate the plugging module model at the wall end part of the prefabricated shear wall and/or the side surface of the hole, thereby greatly improving the creation and generation efficiency of the plugging module model.
Description
Technical Field
The invention relates to the technical field of three-dimensional model creation, in particular to a method for generating a plugging module model and a method for processing a prefabricated shear wall.
Background
In the design process of the prefabricated shear wall with the cavity, the wall end part of the prefabricated shear wall and the side face of the door and window opening are both in an open state due to the fact that the wall body is hollow. In order to prevent concrete leakage when casting concrete in situ, it is necessary to support the form in an open position.
At present, in order to solve the problem of additionally supporting templates during in-situ concrete pouring, the side surfaces of door and window openings and the opening parts of wall ends need to be plugged during the design of a precast shear wall. In the related art, when a prefabricated shear wall model with a cavity is created by manual work, a designer is required to combine with the installation scene of the prefabricated shear wall to determine the position where the prefabricated shear wall needs to be blocked, the sizes of blocking modules at a plurality of blocking positions are calculated manually one by one, and after calculation, a blocking module model is created manually, so that the efficiency of the mode of manually creating the blocking module model is low.
Therefore, how to solve the problem of low efficiency of manually creating a plugging module model for plugging the open part of the wall end of the prefabricated shear wall and the side surface of the door and window opening in the related art is a technical problem that needs to be solved by those skilled in the art.
Disclosure of Invention
The invention provides a method for generating a plugging module model and a method for processing a prefabricated shear wall, which are used for solving the defect that in the prior art, the efficiency of manually creating the plugging module model for plugging the open part of the wall end part of the prefabricated shear wall and the side surface of a door and window opening is low, and realizing the effect of automatically creating the plugging module model to improve the creation efficiency of the plugging module model.
The invention provides a plugging module generating method of a precast shear wall, which is used for generating a plugging module model on a three-dimensional model of the precast shear wall, wherein the precast shear wall comprises a first page plate, a second page plate and a cavity between the first page plate and the second page plate, the plugging module model is used for plugging an open part of a wall end part of the precast shear wall and/or at least one side surface of a hole of the precast shear wall, and the method comprises the following steps:
acquiring a three-dimensional model of the prefabricated shear wall and a component body related to the prefabricated shear wall, wherein the three-dimensional model at least comprises structural parameters and three-dimensional coordinate data, the structural parameters at least comprise attribute strings and dimension data, and the three-dimensional coordinate data at least comprise coordinate system data;
Determining one or more areas to be plugged on the three-dimensional model of the prefabricated shear wall based on the three-dimensional model of the prefabricated shear wall and the component body, wherein the areas to be plugged are positioned on one or more sides of the wall end part and/or the opening of the prefabricated shear wall;
calibrating the outer side surface of the first page plate or the outer side surface of the second page plate as a plugging profile generating surface;
generating a corresponding plugging surface area on the plugging profile generating surface based on the three-dimensional model of the precast shear wall and the area to be plugged;
and generating the plugging module model between the plugging area and the inner side surface of the first page plate or the second page plate far away from the plugging area based on the three-dimensional model of the prefabricated shear wall and the plugging area.
According to the method for generating the plugging module model provided by the invention, the method for determining one or more areas to be plugged on the three-dimensional model of the prefabricated shear wall based on the three-dimensional model of the prefabricated shear wall and the component body comprises the following steps:
determining that the component body associated with the wall end of the precast shear wall is a cast-in-place beam body based on the attribute string of the component body associated with the precast shear wall;
Determining a superposition area of the wall end of the precast shear wall and the cast-in-situ beam body based on the size data and the coordinate system data of the precast shear wall and the cast-in-situ beam body;
and taking a difference set between the wall end part of the precast shear wall and the overlapping area to obtain a first area to be plugged.
According to the method for generating the plugging module model provided by the invention, the method for determining one or more areas to be plugged on the three-dimensional model of the prefabricated shear wall based on the three-dimensional model of the prefabricated shear wall and the component body comprises the following steps:
determining that the hole is positioned on the prefabricated shear wall based on the size data and the coordinate system data of the prefabricated shear wall and the hole;
and determining at least one side surface of the hole as a second area to be plugged based on the size data of the component body between two adjacent prefabricated shear walls.
According to the method for generating the plugging module model provided by the invention, the corresponding plugging area is generated on the plugging profile generating surface based on the three-dimensional model of the prefabricated shear wall and the area to be plugged, and the method comprises the following steps:
determining the intersection line of the first area to be blocked and the blocking contour generating surface as a first contour line;
And translating the first contour line to the interior of the plugging contour generating surface to form a second contour line, wherein a part between the first contour line and the second contour line forms a first plugging surface area.
According to the method for generating the plugging module model provided by the invention, the corresponding plugging area is generated on the plugging profile generating surface based on the three-dimensional model of the prefabricated shear wall and the area to be plugged, and the method further comprises the following steps:
determining the intersection line of the second area to be blocked and the blocking profile generating surface as a third profile;
and expanding the third contour line on the plugging contour generating surface to generate a fourth contour line, wherein a second plugging surface area is formed in a region between the third contour line and the fourth contour line.
According to the method for generating the plugging module model provided by the invention, the plugging module model is generated between the plugging area and the inner side surface of the first page plate or the second page plate far away from the plugging area based on the three-dimensional model of the prefabricated shear wall and the plugging area, and the method comprises the following steps:
stretching the first plugging surface area to the inner side surface of the first page plate or the second page plate where the plugging profile generating surface is located towards the inner side of the cavity;
Cutting off the overlapping part of the stretching body and the first page plate or the second page plate by using Boolean operation;
and continuously stretching the first plugging surface area to the inner side surface of the first page plate or the second page plate far away from the plugging profile generating surface towards the inner side of the cavity, and forming a first plugging module model by a stretching body.
According to the method for generating the plugging module model provided by the invention, the plugging module model is generated between the plugging area and the inner side surface of the first page plate or the second page plate far away from the plugging area based on the three-dimensional model of the prefabricated shear wall and the plugging area, and the method comprises the following steps:
stretching the second plugging surface area to the inner side of the first page plate or the inner side of the second page plate where the plugging profile generating surface is located;
cutting off the overlapping part of the stretching body and the first page plate or the second page plate by using Boolean operation;
and continuing to stretch the second plugging surface area to the inner side surface of the first page plate or the second page plate far away from the plugging profile generating surface, and forming a second plugging module model by a stretching body.
According to the method for generating the plugging module model provided by the invention, the first contour line is translated towards the interior of the plugging contour generating surface to form a second contour line, and a part between the first contour line and the second contour line forms a first plugging surface area, and the method comprises the following steps:
Determining a first endpoint coordinate of the first contour line;
acquiring a first thickness value of the first plugging module model;
translating the first end point coordinate to the inner side of the plugging profile generating surface based on the first end point coordinate and the first thickness value to form a first offset coordinate, wherein the translation amount is the first thickness value;
and determining an area surrounded by the first end point coordinate and the first offset coordinate as the first plugging area.
According to the method for generating the plugging module model provided by the invention, the third contour line is expanded on the plugging contour generating surface to generate a fourth contour line, and a second plugging surface area is formed in a region between the third contour line and the fourth contour line, and the method comprises the following steps:
acquiring a second endpoint coordinate of the third contour line;
acquiring a second thickness value of the second plugging module model;
based on the second endpoint coordinates and the second thickness values, translating the transverse and/or longitudinal coordinates of the second endpoint coordinates by a second thickness value along the transverse direction or the longitudinal direction respectively to obtain second offset coordinates;
and determining the area surrounded by the second endpoint coordinates and the second offset coordinates as the second plugging area.
The invention also provides a processing method of the prefabricated shear wall, which comprises the following steps:
generating a plugging module model of the prefabricated shear wall by using the generating method of the plugging module model;
and leading the three-dimensional model of the prefabricated shear wall and the plugging module model into processing equipment of the prefabricated shear wall to process the prefabricated shear wall.
The invention provides a method for generating a plugging module model, which is used for generating the plugging module model on a three-dimensional model of a precast shear wall, wherein the precast shear wall comprises a first page plate, a second page plate and a cavity positioned between the first page plate and the second page plate, and the plugging module model is used for plugging the open part of the wall end part of the precast shear wall and/or the side surface of a hole of the precast shear wall. Firstly, acquiring a three-dimensional model of a precast shear wall and a component body related to the precast shear wall, then determining one or more areas to be blocked on the wall end part of the precast shear wall and/or the side surface of a hole according to the three-dimensional model of the precast shear wall and the component body, calibrating the outer side surface of a first page plate or the outer side surface of a second page plate as a blocking contour generating surface, then generating a blocking area on the position corresponding to the area to be blocked on the blocking contour generating surface based on the three-dimensional model of the precast shear wall and the area to be blocked, and finally generating a blocking module model between the blocking area and the inner side surface of the first page plate or the second page plate far away from the blocking area based on the three-dimensional model of the precast shear wall and the blocking area. According to the method for generating the plugging module model, the area to be plugged is determined according to the relative positions of the prefabricated shear wall and the component body associated with the prefabricated shear wall, the plugging area can be automatically generated at the position corresponding to the area to be plugged on the calibrated plugging profile generating surface, then the plugging module model is automatically generated between the plugging area and the inner side surfaces of the first page plate and the second page plate which are far away from the plugging area, the plugging module model is automatically generated in the whole process, and the creation and generation efficiency of the plugging module model is greatly improved.
Further, in the method for processing the prefabricated shear wall, the plugging module model is automatically generated at the wall end part of the prefabricated shear wall and/or the side face of the opening by using the method for generating the plugging module model, so that the method has the same advantages as described above.
Drawings
In order to more clearly illustrate the invention or the technical solutions of the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described, and it is obvious that the drawings in the description below are some embodiments of the invention, and other drawings can be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic flow chart of a method for generating a plugging module model provided by the invention;
FIG. 2 is a schematic view of a three-dimensional model of a prefabricated shear wall and a component body associated with the prefabricated shear wall without a plugging module model;
FIG. 3 is a schematic view of a three-dimensional model of a prefabricated shear wall provided with a plugging module model in association with a component body provided by the invention;
FIG. 4 is a view of the location of the occlusion area corresponding to FIG. 3 provided by the present invention;
FIG. 5 is a left side view of FIG. 2 provided by the present invention;
FIG. 6 is a top view of FIG. 3 provided by the present invention;
FIG. 7 is a schematic view of a three-dimensional model of a prefabricated shear wall and component assembly provided with a second plugging module model according to the present invention;
FIG. 8 is a schematic cross-sectional view of FIG. 7 provided by the present invention;
FIG. 9 is a view of the location of the occlusion area corresponding to FIG. 7 provided by the present invention;
fig. 10 is a schematic diagram of a physical structure of an electronic device according to the present invention;
reference numerals:
100. prefabricating a shear wall; 110. a first page; 120. a second page plate; 130. a wall end; 140. plugging the profile generating surface; 150. an opening; 160. a first area to be plugged; 170. the second area to be plugged; 200. a member body; 310. a first contour line; 320. a second contour line; 330. a first plugging area; 400. a first plugging module model; 500. a second plugging module model; 610. a third profile; 620. a fourth profile; 630. a second blocking area; 810. a processor; 820. a communication interface; 830. a memory; 840. a communication bus.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the present invention more apparent, the technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings, and it is apparent that the described embodiments are some embodiments of the present invention, 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.
At present, in order to solve the problem that a formwork needs to be supported when the precast shear wall 100 with a hollow interior is cast in place, at least one side surface of the wall end 130 and/or the hole 150 of the precast shear wall 100 is usually plugged by adopting a mode of manually creating a plugging module model when the precast shear wall 100 is designed, but the manually creating the plugging module model needs to determine the position where the precast shear wall 100 needs to be plugged by combining with the installation scene of the precast shear wall 100, manually calculating the size values of the plugging modules at each position where the plugging is needed one by one, and manually creating the plugging module model after calculation is completed.
In order to solve the above technical problems, the method for generating the plugging module model and the method for processing the prefabricated shear wall provided by the invention are described below with reference to fig. 1 to 9, so as to realize the effects of automatically generating the plugging module model and improving the creation and generation efficiency of the plugging module model.
The generation method of the plugging module model provided by the invention comprises the following steps:
Step S100, a three-dimensional model of the prefabricated shear wall 100 and a component body 200 associated with the prefabricated shear wall 100 is obtained, wherein the three-dimensional model at least comprises structural parameters and three-dimensional coordinate data, the structural parameters at least comprise attribute strings and dimension data, and the three-dimensional coordinate data at least comprise coordinate system data.
Specifically, a three-dimensional model of the entire building is first obtained, including the prefabricated shear wall 100 and the three-dimensional model of the component body 200 associated with the prefabricated shear wall 100.
The prefabricated shear wall 100 includes a first leaf 110 and a second leaf 120 with a cavity between the first leaf 110 and the second leaf 120. When installed, the prefabricated shear wall 100 is disposed vertically, with its left and right sides referred to as wall ends 130, in other words, with the two sides along the length of the wall being wall ends 130.
The component body 200 associated with the precast shear wall 100 may be a cast-in-place wall body or a cast-in-place beam body. When in installation, the wall end 130 of the left and right sides of the precast shear wall 100 is provided with a cast-in-situ wall body or a cast-in-situ beam body, etc.
The three-dimensional model comprises corresponding structural parameters and three-dimensional coordinate data.
For example, the three-dimensional model of the precast shear wall 100 includes structural parameters and three-dimensional coordinate data of the precast shear wall 100. The structural parameters may include attribute strings of the precast shear wall 100 and dimensional data of the precast shear wall 100.
An attribute string such as precast shear wall 100 may be a "precast shear wall," an attribute string of first page 110 may be a "first page," an attribute string of second page 120 may be a "second page," and so on.
The dimensional data may include length, width, thickness values, etc. of the first and second sheets 110, 120, as well as the total thickness of the prefabricated shear wall 100, etc.
The three-dimensional coordinate data may include world coordinates and local coordinates corresponding to the precast shear wall 100, and coordinates of the local coordinates corresponding to the precast shear wall 100 in the world coordinates. The coordinates of each position of the prefabricated shear wall 100 in the local coordinate system can be determined by combining the size data of the prefabricated shear wall 100, and the coordinates of each position of the prefabricated shear wall 100 in the world coordinate system can be determined by combining the coordinates of the local coordinate system in the world coordinate system.
For example, the three-dimensional model of the component body 200 associated with the precast shear wall 100 includes structural parameters and three-dimensional coordinate data of the component body 200. The structural parameters may include attribute strings and size data for the component body 200.
When the component body 200 is a cast-in-situ Liang Tishi, the corresponding attribute string may be a "cast-in-situ beam body", when the component body 200 is a cast-in-situ wall, the corresponding attribute string may be a "cast-in-situ wall", and so on.
When the component body 200 is cast-in-situ Liang Tishi, the dimensional data can include values for the length, width, thickness, etc. of the various portions of the cast-in-situ beam body. When the component body 200 is a cast-in-place wall, the dimensional data may include length, width, thickness values, etc. of each portion of the cast-in-place wall.
The three-dimensional coordinate data may include a world coordinate system and a local coordinate system corresponding to the component body 200, and coordinates of the local coordinate system corresponding to the component body 200 in the world coordinate system. The coordinates of the respective positions of the component body 200 in the local coordinate system can be determined in combination with the dimensional data of the component body 200, and the coordinates of the respective positions of the component body 200 in the world coordinate system can be determined in combination with the coordinates of the local coordinate system in the world coordinate system.
After the three-dimensional model of the whole building is input into the system, the system automatically searches attribute strings of the three-dimensional models of all the components, and automatically screens out target models which need to be processed later.
For example, the system may automatically screen three-dimensional models whose attribute strings are "precast shear walls", "cast-in-place walls", and "cast-in-place beams" as target models.
Step S200, determining one or more areas to be plugged on the three-dimensional model of the prefabricated shear wall 100 based on the three-dimensional model of the prefabricated shear wall 100 and the component body 200, wherein the areas to be plugged are located on one or more sides of the wall end 130 and/or the opening 150 of the prefabricated shear wall 100.
Specifically, the system automatically analyzes the relative positions of the prefabricated shear wall 100 and the three-dimensional model of the component body 200 and the dimensional data of the two according to the dimensional data of the prefabricated shear wall 100 and the component body 200 related to the prefabricated shear wall 100, the world coordinate system and the corresponding local coordinate system, and determines that the part of the wall end 130 of the prefabricated shear wall 100, which is not blocked by the component body 200, and at least one side surface of the hole 150 are open positions, and the open positions are areas to be blocked.
Step S300, calibrating the outer side of the first page 110 or the outer side of the second page 120 as the plugging profile generating surface 140.
Specifically, the system may default that the outer side of the page close to the coordinate origin of the local coordinate system of the prefabricated shear wall 100 is designated as the a-plane, the outer side of the other page is designated as the B-plane, and the a-plane and the B-plane also support the free setting of the user, so as to implement the rotation of the AB-plane through the clicking operation.
The occlusion module model may be generated on either the a-side or the B-side, specifically designated by the user, e.g., the user may designate the a-side, i.e., the outside side of the first page 110, as the occlusion profile generating surface 140.
At this time, the system automatically acquires coordinates of four corner points of the calibrated plugging profile generating surface 140, where the coordinates are coordinates in a local coordinate system of the prefabricated shear wall 100.
For example, referring to fig. 2, the origin of coordinates of the local coordinate system of the prefabricated shear wall 100 is located at the corner point of the lower left corner of the a-plane, in the direction to the right of the a-plane, in the forward direction of the X-axis, in the vertically upward direction, in the forward direction of the Z-axis, and in the direction perpendicular to the a-plane and toward the B-plane, in the forward direction of the Y-axis.
Referring to fig. 4, on the XOZ plane, the coordinates of the lower left corner point are O (0, 0), and the coordinates of the upper left corner point may be a (0, z) 1 ) The coordinates of the upper right corner point may be B (X 2 ，Z 2 ) The coordinates of the lower right corner point may be C (X 3 ，0）。
Step S400, based on the three-dimensional model of the prefabricated shear wall 100 and the area to be plugged, generating a corresponding plugging area on the plugging profile generating surface 140.
Specifically, the system automatically calculates the length and the width of the plugging area according to the three-dimensional model of the prefabricated shear wall 100 and the determined area to be plugged, and the position of the plugging area in the local coordinate system corresponding to the prefabricated shear wall 100, and generates the plugging area on the calibrated plugging profile generating surface 140 at the position corresponding to the area to be plugged. The occlusion surface area is a projection area of the occlusion module model to be generated on the occlusion contour generation surface 140.
Step S500, a plugging module model is generated between the plugging area and the inner side surface of the first page 110 or the second page 120 far from the plugging area based on the three-dimensional model of the prefabricated shear wall 100 and the plugging area.
Specifically, the system stretches the plugging area in a direction of the inner side surface of the first page 110 or the second page 120 far from the plugging area according to the size data of the prefabricated shear wall 100, with the plugging area as a starting point, and automatically generates a plugging module model between the plugging area and the inner side surface of the first page 110 or the second page 120 far from the plugging area.
According to the method for generating the plugging module model, the length and the width of the plugging area and the position of the plugging area in the local coordinate system corresponding to the prefabricated shear wall 100 can be automatically calculated according to the size data and the relative positions of the prefabricated shear wall 100 and the three-dimensional model of the component body 200 related to the prefabricated shear wall 100, the plugging area is generated on the calibrated plugging profile generating surface 140, and the plugging module model can be automatically generated between the plugging area and the inner side surface of the first page 110 or the second page 120 far away from the plugging area and is used for plugging the area to be plugged of the prefabricated shear wall 100. When the concrete is poured in situ, the problem that the template is required to be additionally supported and the problem that the efficiency of manually creating the plugging module model is low can be solved.
In some embodiments of the present invention, for step S200, determining one or more areas to be plugged on the three-dimensional model of the prefabricated shear wall 100 based on the three-dimensional model of the prefabricated shear wall 100 and the component body 200, further comprises the steps of:
step S210, determining that the component body 200 associated with the wall end of the precast shear wall 100 is a cast-in-situ beam body based on the attribute string of the component body 200 associated with the precast shear wall 100;
step S220, determining the superposition area of the wall end 130 of the precast shear wall 100 and the cast-in-situ beam body based on the dimensional data and the coordinate system data of the precast shear wall 100 and the cast-in-situ beam body;
in step S230, the difference set between the wall end 130 of the prefabricated shear wall 100 and the overlapping area is obtained to obtain the first area to be plugged 160.
Specifically, the system first automatically detects whether there is a cast-in-place beam or cast-in-place wall associated with the wall end 130 of the precast shear wall 100.
If the cast-in-situ beam body or the cast-in-situ wall body exists, a part or all of the wall end 130 of the precast shear wall 100 can be blocked by the cast-in-situ beam body or the cast-in-situ wall body, and concrete cannot leak from the blocked part of the cast-in-situ beam body or the cast-in-situ wall body, so that the blocked part does not need to additionally generate a blocking module model.
Then, it is necessary to further determine the overlapping region of the wall end 130 and the determined component body 200, and the determined overlapping region may include size data of the overlapping region and position information in a local coordinate system corresponding to the prefabricated shear wall 100.
Taking a difference set between the wall end 130 of the precast shear wall 100 and the determined overlapping area to obtain a first area to be plugged 160, wherein the first area to be plugged 160 is a part of the wall end 130 of the precast shear wall 100, which is not plugged by the cast-in-situ beam body, the cast-in-situ wall body and other components 200, and the first area to be plugged 160 needs to be plugged.
In some embodiments of the present invention, for step S400, generating a corresponding plugging area on the plugging profile generating surface 140 based on the three-dimensional model of the prefabricated shear wall 100 and the area to be plugged, comprising the steps of:
in step S410, it is determined that the intersection line between the first area to be plugged and the plugging profile generating surface 140 is the first profile line 310.
Specifically, the plane of the wall end 130 is perpendicular to the plugging profile generating surface 140, and the two planes will have to intersect, so that the first area to be plugged 160 located at the wall end 130 will have to intersect with the plugging profile generating surface 140.
In a specific embodiment, the first area to be plugged 160 is located on the YOZ plane, the plugging profile generating surface 140 is located on the XOZ plane, and an intersection line between the first area to be plugged 160 and the plugging profile generating surface 140 occurs, where the intersection line is determined as a first profile line 310, i.e. one of the side lines of the plugging area, and the first profile line 310 is located on the Z axis.
Step S420, translating the first contour line 310 into the plugging contour generating surface 140 to form the second contour line 320, and forming the first plugging area 330 at a portion between the first contour line 310 and the second contour line 320.
Specifically, the system translates the first contour line 310 to the inner side of the occlusion contour generating surface 140 based on the first contour line 310 determined in step S410, generates the second contour line 320, and further determines the portion between the first contour line 310 and the second contour line 320 as the first occlusion surface area 330.
In this embodiment, the first contour line 310 is located on the left side of the occlusion contour generating surface 140, at which point the system can translate the first contour line 310 to the right, i.e., forward to the X-axis, and after translating in place, form the second contour line 320, at which point the system determines the area located between the first contour line 310 and the second contour line 320 as the first occlusion surface area 330.
Still further, for step S500, generating a plugging module model between the plugging area and the inner side of the first sheet 110 or the second sheet 120 away from the plugging area based on the three-dimensional model of the prefabricated shear wall 100 and the plugging area, further comprises the steps of:
step S510, stretching the first plugging surface area 330 to the inner side of the first page 110 or the second page 120 where the plugging profile generating surface 140 is located.
Specifically, for the obtained three-dimensional model of the prefabricated shear wall 100, the thickness of the first sheet 110 may be a, the thickness of the second sheet 120 may be b, the total thickness of the prefabricated shear wall 100 may be c, and the above thicknesses refer to the thickness along the Y-axis direction.
In this embodiment, the outer side of the first sheet 110 is designated as the plugging profile generating surface 140, and the first profile line 310 and the second profile line 320 are located on the outer side of the first sheet 110, or the first plugging surface area 330 is located on the outer side of the first sheet 110. At this time, the first plugging area 330 is stretched in the forward direction along the Y axis by a stretching distance a, and the stretched body formed by stretching the first plugging area 330 overlaps the three-dimensional model of the first sheet 110.
Step S520, using boolean operations, cutting off the overlapping portion of the stretching body with the first page 110 or the second page 120.
In this embodiment, the three-dimensional model of the first sheet 110 may be cut off using boolean operations, where the cut-off portion is the overlapping portion of the stretched body formed by the first blocking area 330 and the first sheet 110.
Step S530, the first plugging surface area 330 is continuously stretched to the inner side of the first page 110 or the second page 120 far from the plugging profile generating surface 140, and the stretched body forms the first plugging module model 400.
In this embodiment, the first plugging area 330 may be stretched continuously in the positive direction of the Y-axis to the position c-b, i.e. to the position intersecting the inner side of the second sheet 120, and the stretching is stopped, and the stretched body formed by stretching the first plugging area 330 will plug the wall end 130 corresponding to the first area 160 to be plugged, which forms the first plugging module model 400.
Still further, for step S420, translating the first contour line 310 toward the inside of the plugging contour generating face 140 to form the second contour line 320, the portion between the first contour line 310 and the second contour line 320 forming the first plugging face area 330, comprising the steps of:
step S421, determining the first end coordinates of the first contour line 310.
Specifically, this step is used to determine the start and end points of the first contour line 310, and the position of the first contour line 310 in the local coordinate system.
For example, taking the case where the left wall end 130 of the precast shear wall 100 is provided with a cast-in-situ beam, the cast-in-situ beam is located at the top of the wall end 130 of the precast shear wall 100, and the first contour line 310 is located between the lower left corner of the plugging contour generating surface 140 and the lower side of the cast-in-situ beam. At this time, it is necessary to determine the coordinates of the lower left corner point of the plugging profile generating surface 140, which is O (0, 0), however Then determining the coordinate of the intersection point of the cast-in-situ beam body and the plugging profile generating surface 140, wherein the coordinate of the intersection point is H (0, Z) 4 ) Thus, the line between the O-point and the H-point is the first contour line 310.
Step S422, obtaining a first thickness value of the first plugging module model 400.
Specifically, the first thickness value herein refers to the length of the first plugging module model 400 extending from the wall end 130 into the prefabricated shear wall 100, i.e. the length along the X-direction, and may be customized by a user, and may be manually input into the system, for example, the input first thickness value may be t.
Step S423, translating the first end point coordinates to the inner side of the plugging profile generating surface 140 based on the first end point coordinates and the first thickness value to form first offset coordinates, wherein the translation amount is the first thickness value;
in step S424, an area surrounded by the first endpoint coordinate and the first offset coordinate is determined as the first plugging area 330.
Specifically, translating the first contour line 310 into the interior of the occlusion contour generating surface 140 may be accomplished by moving coordinates.
In this embodiment, the O-point may be shifted right by a distance of a first thickness value to form a first offset coordinate (t, 0) corresponding to the point O 1 . Right-shifting the H point by a distance of a first thickness value to form another first offset coordinate (t, Z 4 ) The coordinates correspond to the point H 1 . Thus, it is positioned at O 1 And H 1 The line between them is the second contour line 320, which is O, O 1 、H 1 The plane surrounded by the four points H is the first plugging area 330.
In some embodiments of the present invention, it is specifically illustrated how a second plugging module model 500 is obtained for plugging the sides of the opening 150.
For step S200, determining one or more areas to be plugged on the three-dimensional model of the prefabricated shear wall 100 based on the three-dimensional model of the prefabricated shear wall 100 and the component body 200, further includes the steps of:
step S240, determining that the hole 150 is positioned on the prefabricated shear wall 100 based on the size data and the coordinate system data of the prefabricated shear wall 100 and the hole 150;
step S250, determining at least one side of the hole 150 as the second area to be plugged 170 based on the size data of the component 200 between two adjacent prefabricated shear walls 100.
Specifically, according to the local coordinate system of the prefabricated shear wall 100, the relative positions of the hole 150 and the prefabricated shear wall 100 are detected, and if the area of the hole 150 is located in the area of the prefabricated shear wall 100, it is indicated that the hole 150 is provided on the prefabricated shear wall 100.
The top side and bottom side of the opening 150 are then defined as the second area to be plugged 170. A further determination is required as to whether the left and right sides of the opening 150 are the second area to be plugged 170.
Because the horizontal steel bars need to be penetrated between the side surface of the hole 150 and the wall end 130, when the length of the component body 200 between the two prefabricated shear walls 100 along the wall length direction or the X direction is smaller, the horizontal steel bars cannot pass through the space of the steel bar skeleton of the component body 200, and are inserted into the cavity of the prefabricated shear wall 100 through the wall end 130, and then the horizontal steel bars need to be inserted from the side surface of the hole 150, under the working condition, the side surface of the hole 150, which is close to the component body 200, cannot be blocked, and the side surface is not used as the second area 170 to be blocked.
Conversely, when the length of the member 200 in the wall length direction is large, the space of the reinforcement cage of the member 200 is enough to allow the horizontal reinforcement to be inserted into the cavity of the prefabricated shear wall 100, and at this time, the side of the opening 150 adjacent to the cast-in-place wall is defined as the second area to be plugged 170.
In some embodiments of the present invention, for step S400, generating a corresponding plugging area on the plugging profile generating surface 140 based on the prefabricated shear wall 100 three-dimensional model and the area to be plugged, further includes the steps of:
In step S430, it is determined that the intersection line between the second to-be-plugged region 170 and the plugging profile generating surface 140 is the third profile 610.
Specifically, the planes of the left side, the right side, the top side, and the bottom side of the hole 150 are perpendicular to the plugging profile generating surface 140, and intersect with the plugging profile generating surface 140, so that it is determined that the intersection line between the plane of the second area to be plugged 170 and the plugging profile generating surface 140 will occur.
In a specific embodiment, the second to-be-plugged regions 170 on the left and right sides lie in a plane parallel to the YOZ plane, the second to-be-plugged regions 170 on the top and bottom sides lie in a plane parallel to the XOY plane, the plugging profile-generating surface 140 lies in the XOZ plane, and an intersection line between the second to-be-plugged regions 170 and the plugging profile-generating surface 140 tends to occur, which is defined as the third profile 610.
Step S440, expanding the third profile 610 on the plugging profile generating surface 140 to generate a fourth profile 620, and forming a second plugging surface area 630 in a region between the third profile 610 and the fourth profile 620.
Specifically, the third contour line 610 on the side surface of the hole 150 to be plugged is translated to a direction away from the hole 150 to form a fourth contour line 620, and the fourth contour line 620 can be properly lengthened to enable two adjacent fourth contour lines 620 to intersect, and finally, a second plugging area 630 is formed in the area between the third contour line 610 and the fourth contour line 620.
In some embodiments of the present invention, for step S500, generating a plugging module model between the plugging area and the inside face of the first sheet 110 or the second sheet 120 remote from the plugging area based on the three-dimensional model of the prefabricated shear wall 100 and the plugging area, further comprises the steps of:
step S540, stretching the second plugging surface area 630 to the inner side of the first page 110 or the second page 120 where the plugging profile generating surface 140 is located.
Specifically, for the obtained three-dimensional model of the prefabricated shear wall 100, the thickness of the first sheet 110 may be a, the thickness of the second sheet 120 may be b, the total thickness of the prefabricated shear wall 100 may be c, and the above thicknesses refer to the thickness along the Y-axis direction.
In this embodiment, the outer side of the first sheet 110 is designated as the occlusion profile generating surface 140, and the third profile 610 is located on the outer side of the first sheet 110, or the second occlusion surface area 630 is located on the outer side of the first sheet 110. At this time, the second blocking area 630 is stretched in the positive direction along the Y axis by a stretching distance a, and the stretched body formed by stretching the second blocking area 630 overlaps the three-dimensional model of the first sheet 110.
Step S550, using Boolean operation, cutting off the overlapping part of the stretching body and the first page 110 or the second page 120.
In this embodiment, the three-dimensional model of the first sheet 110 may be cut off using boolean operations, where the cut-off portion is the overlapping portion of the stretched body formed by the second blocking area 630 and the first sheet 110.
Step S560, the second plugging surface area 630 is stretched to the inner side of the first page 110 or the second page 120 away from the plugging profile generating surface 140, and the stretched body forms the second plugging module model 500.
In this embodiment, the second plugging area 630 may be stretched continuously in the positive direction of the Y axis to the position c-b, i.e. to the position intersecting the inner side of the second sheet 120, and the stretching is stopped, where the side of the hole 150 is plugged by the stretched body formed by stretching the second plugging area 630, and this portion forms the second plugging module model 500.
Still further, for step S440, expanding the third profile 610 over the occlusion profile generating surface 140 to generate a fourth profile 620, the area between the third profile 610 and the fourth profile 620 forming a second occlusion surface area 630, further comprising the steps of:
step S441 obtains the coordinates of the second end point of the third contour line 610.
Specifically, each side of the opening 150 corresponds to a third profile 610, which is used to determine the second endpoint coordinates of each third profile 610.
The second endpoint coordinate of the third contour 610 to the left of the opening 150 may be D (X) 5 ，Z 5 ），E（X 6 ，Z 6 ) The second endpoint coordinate of the third profile 610 at the top of the opening 150 may be E (X 6 ，Z 6 ），F（X 7 ，Z 7 ) The second endpoint coordinate of the third contour line 610 located to the right of the opening 150 may be F (X) 7 ，Z 7 ），G（X 8 ，Z 8 ) The second endpoint coordinate of the third profile 610 at the bottom of the hole 150 may be G (X) 8 ，Z 8 ），D（X 5 ，Z 5 ) The DE, EF, FG, GD four lines are four third profiles 610 that enclose the opening.
Step S442, obtaining a second thickness value of the second plugging module model 500.
Specifically, the second thickness value may be a length of the second plugging module model 500 extending outward from the side surface of the hole 150, and the lengths of the respective side surfaces of the hole 150 extending outward may be the same or different.
In this embodiment, the four sides of the opening 150 extend outwardly to the same length, and may be, for example, t, which is the second thickness value of the second plugging module model 500.
Step S443, based on the second end point coordinates and the second thickness value, the transverse and/or longitudinal coordinates of the second end point coordinates are shifted by a second thickness value along the transverse direction or the longitudinal direction, respectively, in the direction away from the hole 150, so as to obtain second offset coordinates.
Specifically, referring to fig. 4, when all four sides of the opening 150 are defined as the second area to be plugged 170, the coordinates of the point D may be shifted to the left and down, and the shifted second shift coordinates are D 1 （X 5 -t，Z 5 -t) shifting the coordinates of point E to the upper left, the second shifted coordinates being E 1 （X 6 -t，Z 6 +t), shifting the coordinate of the point F to the upper right, wherein the second shifted coordinate after shifting is F 1 （X 7 +t，Z 7 +t), shifting the coordinates of the point G to the right and downward, wherein the second shifted coordinates after shifting are G 1 （X 8 +t，Z 8 -t）。
Referring to FIG. 9, when the left, top and bottom sides of the opening 150 are determined as the second area to be plugged 170 and the right side is not required to be plugged, the coordinates of the point D may be shifted to the left and the shifted second shift coordinates are D 2 （X 5 -t，Z 5 -t) shifting the coordinates of point E to the upper left, the second shifted coordinates being E 2 （X 6 -t，Z 6 +t), shifting the coordinates of the point F upwards, wherein the second shifted coordinates after shifting are F 2 （X 7 ，Z 7 +t), shifting the coordinates of the point G downwards, wherein the second shifted coordinates after shifting are G 2 （X 8 ，Z 8 -t）。
In step S444, the area surrounded by the second endpoint coordinates and the second offset coordinates is determined as the second plugging area 630.
Specifically, referring to FIG. 4, when all four sides of the opening 150 are defined as the second area to be plugged 170, the area will be defined by D 1 、E 1 、F 1 、G 1 The area surrounded by four points is subtracted from the area surrounded by D, E, F, G to obtain a second plugging area 630.
Referring to FIG. 9, when the left, top and bottom sides of the opening 150 are identified as the second area to be plugged 170, the right side is not required to be plugged, as per G, G 2 、D 2 、E 2 、F 2 The sequence of F, E, D, G connects the points in turn, and the enclosed area is the second sealing area 630.
The invention also provides a method for processing the prefabricated shear wall, which utilizes the method for generating the plugging module model to process the first plugging module model 400 of the wall end 130 and the second plugging module model 500 on the side surface of the hole 150 on the three-dimensional model of the prefabricated shear wall 100, and leads the formed three-dimensional model into processing equipment of the prefabricated shear wall 100 to process the prefabricated shear wall 100. The method of manufacturing the plugging module model described above is used to plug the wall end 130 and the sides of the opening 150, and therefore has the same advantages as described above.
Fig. 10 illustrates a physical structure diagram of an electronic device, as shown in fig. 10, which may include: processor 810, communication interface (Communications Interface) 820, memory 830, and communication bus 840, wherein processor 810, communication interface 820, memory 830 accomplish communication with each other through communication bus 840. The processor 810 may invoke logic instructions in the memory 830 to perform the method of generating a plugging module model described above, the method comprising:
Step S100, obtaining a three-dimensional model of the prefabricated shear wall 100 and a component body 200 associated with the prefabricated shear wall 100, wherein the three-dimensional model at least comprises structural parameters and three-dimensional coordinate data, the structural parameters at least comprise attribute strings and dimension data, and the three-dimensional coordinate data at least comprise coordinate system data;
step S300, calibrating the outer side surface of the first page 110 or the outer side surface of the second page 120 as a plugging profile generating surface 140;
step S400, generating a corresponding plugging area on the plugging profile generating surface 140 based on the three-dimensional model of the precast shear wall 100 and the area to be plugged;
step S500, a plugging module model is generated between the plugging area and the inner side surface of the first page 110 or the second page 120 far from the plugging area based on the three-dimensional model of the prefabricated shear wall 100 and the plugging area.
Further, the logic instructions in the memory 830 described above may be implemented in the form of software functional units and may be stored in a computer-readable storage medium when sold or used as a stand-alone product. Based on this understanding, the technical solution of the present invention may be embodied essentially or in a part contributing to the prior art or in a part of the technical solution, in the form of a software product stored in a storage medium, comprising several instructions for causing a computer device (which may be a personal computer, a server, a network device, etc.) to perform all or part of the steps of the method according to the embodiments of the present invention. And the aforementioned storage medium includes: a U-disk, a removable hard disk, a Read-Only Memory (ROM), a random access Memory (RAM, random Access Memory), a magnetic disk, or an optical disk, or other various media capable of storing program codes.
In another aspect, the present invention also provides a computer program product comprising a computer program stored on a non-transitory computer readable storage medium, the computer program comprising program instructions which, when executed by a computer, enable the computer to perform a method of generating a plugging module model provided by the above methods, the method comprising:
step S100, obtaining a three-dimensional model of the prefabricated shear wall 100 and a component body 200 associated with the prefabricated shear wall 100, wherein the three-dimensional model at least comprises structural parameters and three-dimensional coordinate data, the structural parameters at least comprise attribute strings and dimension data, and the three-dimensional coordinate data at least comprise coordinate system data;
step S300, calibrating the outer side surface of the first page 110 or the outer side surface of the second page 120 as a plugging profile generating surface 140;
step S400, generating a corresponding plugging area on the plugging profile generating surface 140 based on the three-dimensional model of the precast shear wall 100 and the area to be plugged;
Step S500, a plugging module model is generated between the plugging area and the inner side surface of the first page 110 or the second page 120 far from the plugging area based on the three-dimensional model of the prefabricated shear wall 100 and the plugging area.
In yet another aspect, the present invention further provides a non-transitory computer readable storage medium having stored thereon a computer program which, when executed by a processor, is implemented to perform the method of generating a plugging module model provided above, the method comprising:
step S100, obtaining a three-dimensional model of the prefabricated shear wall 100 and a component body 200 associated with the prefabricated shear wall 100, wherein the three-dimensional model at least comprises structural parameters and three-dimensional coordinate data, the structural parameters at least comprise attribute strings and dimension data, and the three-dimensional coordinate data at least comprise coordinate system data;
step S300, calibrating the outer side surface of the first page 110 or the outer side surface of the second page 120 as a plugging profile generating surface 140;
Step S400, generating a corresponding plugging area on the plugging profile generating surface 140 based on the three-dimensional model of the precast shear wall 100 and the area to be plugged;
step S500, a plugging module model is generated between the plugging area and the inner side surface of the first page 110 or the second page 120 far from the plugging area based on the three-dimensional model of the prefabricated shear wall 100 and the plugging area.
The apparatus embodiments described above are merely illustrative, wherein the elements illustrated as separate elements may or may not be physically separate, and the elements shown as elements may or may not be physical elements, may be located in one place, or may be distributed over a plurality of network elements. Some or all of the modules may be selected according to actual needs to achieve the purpose of the solution of this embodiment. Those of ordinary skill in the art will understand and implement the present invention without undue burden.
From the above description of the embodiments, it will be apparent to those skilled in the art that the embodiments may be implemented by means of software plus necessary general hardware platforms, or of course may be implemented by means of hardware. Based on this understanding, the foregoing technical solution may be embodied essentially or in a part contributing to the prior art in the form of a software product, which may be stored in a computer readable storage medium, such as ROM/RAM, a magnetic disk, an optical disk, etc., including several instructions for causing a computer device (which may be a personal computer, a server, or a network device, etc.) to execute the method described in the respective embodiments or some parts of the embodiments.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present invention, and are not limiting; although the invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present invention.
Claims (10)
1. A method of generating a plugging module model for generating the plugging module model on a three-dimensional model of a precast shear wall (100), the precast shear wall (100) comprising a first sheet (110), a second sheet (120) and a cavity therebetween, the plugging module model for plugging an open portion of a wall end (130) of the precast shear wall (100) and or at least one side of a hole (150) of the precast shear wall (100), the method comprising:
acquiring a three-dimensional model of the prefabricated shear wall (100) and a component body (200) associated with a wall end (130) of the prefabricated shear wall (100), wherein the three-dimensional model at least comprises structural parameters and three-dimensional coordinate data, the structural parameters at least comprise attribute strings and dimension data, and the three-dimensional coordinate data at least comprise coordinate system data;
Determining one or more areas to be plugged on the three-dimensional model of the prefabricated shear wall (100) based on the three-dimensional model of the prefabricated shear wall (100) and the component body (200), the areas to be plugged being located on one or more sides of the wall end (130) and/or the opening (150) of the prefabricated shear wall (100);
calibrating the outer side surface of the first page plate (110) or the outer side surface of the second page plate (120) as a plugging profile generating surface (140);
translating an intersection line of the to-be-plugged region and the plugging profile generating surface (140) along a direction perpendicular to the to-be-plugged region by a preset distance based on the three-dimensional model of the precast shear wall (100) and the to-be-plugged region, and determining a region between the intersection line before translation and after translation as a plugging surface region;
the plugging module model is generated between the plugging area and an inner side of the first (110) or second (120) page remote from the plugging area based on the three-dimensional model of the prefabricated shear wall (100) and the plugging area.
2. The method of generating a plugging module model according to claim 1, wherein the determining one or more areas to be plugged on the three-dimensional model of the prefabricated shear wall (100) based on the three-dimensional model of the prefabricated shear wall (100) and the component body (200) comprises:
Determining that the component body (200) associated with a wall end (130) of the precast shear wall (100) is a cast-in-place beam body based on an attribute string of the component body (200) associated with the precast shear wall (100);
determining a superposition area of a wall end (130) of the prefabricated shear wall (100) and the cast-in-situ beam body based on the size data and the coordinate system data of the prefabricated shear wall (100) and the cast-in-situ beam body;
and taking a difference set between the wall end (130) of the precast shear wall (100) and the overlapping region to obtain a first region (160) to be plugged.
3. The method of generating a plugging module model according to claim 1, wherein the determining one or more areas to be plugged on the three-dimensional model of the prefabricated shear wall (100) based on the three-dimensional model of the prefabricated shear wall (100) and the component body (200) comprises:
determining that the hole (150) is located on the prefabricated shear wall (100) based on dimensional data and coordinate system data of the prefabricated shear wall (100) and the hole (150);
and determining at least one side surface of the hole (150) as a second area (170) to be plugged based on the size data of the component body (200) between two adjacent prefabricated shear walls (100).
4. The method of generating a plugging module model according to claim 2, wherein the generating a corresponding plugging area on the plugging profile generating surface (140) based on the three-dimensional model of the prefabricated shear wall (100) and the area to be plugged, comprises:
determining an intersection line of the first area to be plugged (160) and the plugging profile generating surface (140) as a first profile line (310);
-translating the first contour line (310) towards the interior of the occlusion contour generating surface (140) forming a second contour line (320), a portion between the first contour line (310) and the second contour line (320) forming a first occlusion surface area (330).
5. A method of generating a plugging module model according to claim 3, wherein the generating a corresponding plugging area on the plugging profile generating surface (140) based on the three-dimensional model of the prefabricated shear wall (100) and the area to be plugged, further comprises:
determining an intersection line of the second area to be plugged (170) and the plugging profile generating surface (140) as a third profile (610);
-flaring the third contour line (610) on the occlusion contour generating surface (140) generating a fourth contour line (620), the area between the third contour line (610) and the fourth contour line (620) forming a second occlusion surface area (630).
6. The method of generating a plugging module model according to claim 4, wherein the generating the plugging module model between the plugging area and an inner side of the first sheet (110) or the second sheet (120) remote from the plugging area based on the three-dimensional model of the prefabricated shear wall (100) and the plugging area comprises:
stretching the first plugging surface area (330) to the inner side of the first page (110) or the second page (120) where the plugging profile generating surface (140) is located towards the inner side of the cavity;
cutting off a portion of the tensile body overlapping with the first sheet (110) or the second sheet (120) by using a boolean operation;
continuing to stretch the first plugging surface area (330) to the inner side of the first page (110) or the second page (120) far away from the plugging profile generating surface (140), and forming a first plugging module model (400) by a stretching body.
7. The method of generating a plugging module model according to claim 5, wherein the generating the plugging module model between the plugging area and an inner side of the first sheet (110) or the second sheet (120) remote from the plugging area based on the three-dimensional model of the prefabricated shear wall (100) and the plugging area comprises:
Stretching the second plugging surface area (630) to the inner side of the first page (110) or the second page (120) where the plugging profile generating surface (140) is located towards the inner side of the cavity;
cutting off a portion of the tensile body overlapping with the first sheet (110) or the second sheet (120) by using a boolean operation;
continuing to stretch the second plugging surface area (630) towards the inner side of the cavity to the inner side surface of the first page plate (110) or the second page plate (120) far away from the plugging profile generating surface (140), and forming a second plugging module model (500) by a stretching body.
8. The method of generating a plugging module model of claim 6, wherein said translating the first contour line (310) into the interior of the plugging contour generation face (140) forms a second contour line (320), a portion between the first contour line (310) and the second contour line (320) forming a first plugging face region (330), comprising:
determining first end coordinates of the first contour line (310);
acquiring a first thickness value of the first plugging module model (400);
translating the first endpoint coordinate to the inside of the occlusion profile generating surface (140) based on the first endpoint coordinate and the first thickness value to form a first offset coordinate, the translation being the first thickness value;
Determining an area enclosed by the first endpoint coordinates and the first offset coordinates as the first plugging face area (330).
9. The method of generating a plugging module model of claim 7, wherein the expanding the third contour line (610) on the plugging contour generation face (140) to generate a fourth contour line (620), the region between the third contour line (610) and the fourth contour line (620) forming a second plugging face region (630), comprises:
acquiring second endpoint coordinates of the third contour line (610);
acquiring a second thickness value of the second plugging module model (500);
based on the second endpoint coordinates and the second thickness values, translating the transverse and/or longitudinal coordinates of the second endpoint coordinates by a second thickness value along the transverse direction or the longitudinal direction respectively in a direction away from the hole (150) to obtain second offset coordinates;
and determining an area surrounded by the second endpoint coordinates and the second offset coordinates as the second plugging area (630).
10. The method for processing the prefabricated shear wall is characterized by comprising the following steps of:
generating a plugging module model of the prefabricated shear wall (100) by using the generating method of the plugging module model according to any one of claims 1-9;
And leading in a three-dimensional model of the precast shear wall (100) and the plugging module model to processing equipment of the precast shear wall (100) to process the precast shear wall (100).
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