CN114048540A - Wall column processing method and device based on construction engineering calculation model - Google Patents
Wall column processing method and device based on construction engineering calculation model Download PDFInfo
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- CN114048540A CN114048540A CN202111607837.9A CN202111607837A CN114048540A CN 114048540 A CN114048540 A CN 114048540A CN 202111607837 A CN202111607837 A CN 202111607837A CN 114048540 A CN114048540 A CN 114048540A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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Abstract
The application relates to a wall column processing method and a device based on a construction engineering computation model, belonging to the technical field of computers, and the method comprises the following steps: acquiring a calculation model; splitting the contour of the wall column into at least one section of contour line; converting the non-linear line segment in the contour line into a linear line segment to obtain at least one section of converted contour line; for each target shear wall, determining a converted contour line which is intersected with the central axis of the target shear wall and is not positioned in other target shear walls from the converted contour lines of all the sections to obtain a target contour line; determining a target part of the wall column outside the target shear wall according to the position relation between the target contour line and the central axis; the method can solve the problem that the volume of the convex part of the special-shaped column cannot be merged into the volume of the built wall body for calculation, and the profile of the wall column is split and converted to obtain the part of the wall column outside the target shear wall, so that the volume of the part of the special-shaped wall column outside the target shear wall can be merged into the shear wall for calculation.
Description
[ technical field ] A method for producing a semiconductor device
The application relates to a wall column processing method and device based on a construction engineering computation model, and belongs to the technical field of computers.
[ background of the invention ]
Generally, in engineering quantity calculation, if a wall column intersects with a shear wall, the volume of a projecting part of the wall column needs to be incorporated into the volume of the shear wall for calculation.
The traditional calculation method of the protruding part of the wall column can calculate the protruding distance of the rectangular column, so that the volume of the rectangular column is merged into the volume of a shear wall body for calculation.
However, due to the fact that the special-shaped wall column which is not rectangular in shape exists in the practical application process, the volume of the protruding part of the special-shaped wall column cannot be calculated by the traditional method in the process of building the wall volume.
[ summary of the invention ]
The application provides a wall column processing method and device based on a construction engineering calculation model, which can solve the problem that in the actual application process, a special-shaped wall column which is not rectangular in shape exists, and the traditional method cannot be used for calculating the volume of the convex part of the special-shaped wall column in the process of building the wall volume. The application provides the following technical scheme:
in a first aspect, a wall column processing method based on a construction engineering computation model is provided, the method comprising:
acquiring an operand model of the construction engineering, wherein the operand model comprises a wall column and a target shear wall intersected with the wall column;
splitting the contour of the wall column into at least one section of contour line;
converting the non-linear line segment in the contour line into a linear line segment to obtain at least one section of converted contour line;
for each target shear wall, determining a converted contour line which is intersected with the central axis of the target shear wall and is not positioned in other target shear walls from each section of the converted contour line to obtain a target contour line;
and determining a target part of the wall column outside the target shear wall according to the position information between the target contour line and the central axis, so as to incorporate the volume of the target part into the volume of the target shear wall for calculation.
Optionally, for each target shear wall, determining, from the converted contour lines of the respective segments, a converted contour line that intersects with the central axis of the target shear wall and is not located in another target shear wall, to obtain a target contour line, including:
for each target shear wall, determining a converted contour line intersected with the central axis of the target shear wall from the converted contour lines of all sections to obtain an intersected contour line;
and determining intersecting contour lines which are not positioned in the other target shear walls from the intersecting contour lines of all the sections to obtain target contour lines.
Optionally, the determining, from the converted contour lines of the respective segments, a converted contour line intersecting with the central axis of the target shear wall to obtain an intersecting contour line includes:
respectively extending the central axis of the target shear wall to two sides by a first preset length to obtain an extended central axis;
and determining the converted contour line intersected with the lengthened central axis from the converted contour lines of all the sections to obtain an intersected contour line.
Optionally, the determining a converted contour line intersecting the extended central axis from the converted contour lines of the respective segments to obtain an intersecting contour line includes:
and determining the converted contour lines of which the two ends are intersected with the extended central axis after the two ends are extended by a second preset length from the converted contour lines of each section to obtain the intersected contour lines.
Optionally, the determining, according to the position information between the target contour line and the central axis, a target portion of the wall column outside the target shear wall includes:
and determining the target part according to the position information of the end points at the two ends of the target contour line relative to the central axis.
Optionally, the position information is used to indicate distances between the end points of the two ends and the central axis respectively; and whether the end points at the two ends are positioned at the two sides of the central axis.
Optionally, the determining, from the intersecting contour lines of the segments, intersecting contour lines that are not located in the other target shear walls to obtain target contour lines includes:
determining whether each of the intersecting contour lines is located in the other target shear walls;
determining the intersecting contour line as a target contour line under the condition that the intersecting contour line is not located in the other target shear walls;
and under the condition that the intersecting contour lines are positioned in the other target shear walls, deleting the intersecting contour lines.
Optionally, after obtaining the computation model of the construction project, the method further includes:
in response to the acquisition of the wall column specifying information, determining the contour of the wall column specified by the wall column specifying information in the computation model;
and acquiring the target shear wall according to the contour.
Optionally, after obtaining the computation model of the construction project, the method further includes:
searching the outlines of all the wall columns in the computation model in response to the acquisition of a wall column searching instruction;
and acquiring the target shear wall according to the contour.
In a second aspect, there is provided a wall stud processing apparatus based on a construction engineering computation quantity model, the apparatus comprising:
the model acquisition module is used for acquiring an operand model of the construction engineering, and the operand model comprises a wall column and a target shear wall intersected with the wall column;
the contour splitting module is used for splitting the contour of the wall column into at least one section of contour line;
the contour conversion module is used for converting the non-linear line segments in the contour lines into linear line segments to obtain at least one section of converted contour lines;
the contour determining module is used for determining converted contour lines which are intersected with the central axis of the target shear wall and are not positioned in other target shear walls from the converted contour lines of each section of the target shear wall to obtain target contour lines;
and the wall column processing module is used for determining a target part of the wall column outside the target shear wall according to the position information between the target contour line and the central axis, so as to incorporate the volume of the target part into the volume of the target shear wall for calculation.
The beneficial effects of this application include at least: obtaining a computation model of the building engineering, wherein the computation model comprises a wall column and a target shear wall intersected with the wall column; splitting the contour of the wall column into at least one section of contour line; converting the non-linear line segment in the contour line into a linear line segment to obtain at least one section of converted contour line; for each target shear wall, determining a converted contour line which is intersected with the central axis of the target shear wall and is not positioned in other target shear walls from the converted contour lines of all the sections to obtain a target contour line; determining a target part of the wall column outside the target shear wall according to the position relation between the target contour line and the central axis, and merging the volume of the target part into the volume of the target shear wall for calculation; the method can solve the problem that the volume of the convex part of the special-shaped column cannot be calculated in the process of building the wall volume by using the traditional method due to the fact that the special-shaped wall column which is not rectangular exists in the practical application process, and can obtain the converted contour line by splitting and converting the contour of the wall column, so that the part of the wall column outside the target shear wall is obtained, and the volume of the part of the wall column which is in any shape and outside the target shear wall can be calculated in the shear wall.
Meanwhile, the converted contour lines which are intersected with the central axis of the target shear wall and are not positioned in other target shear walls are determined as target contour lines, so that the contour lines which are positioned in other shear walls and are intersected with the target shear wall can be excluded, the target parts determined according to the target contour lines are positioned outside all the target shear walls, and the accuracy of the determined target parts is improved.
In addition, the central axis of the shear wall is extended by the first preset distance, and then the converted contour line intersecting with the extended central axis is determined, so that the situation of judgment error caused by difference of modeling modes can be avoided, and the accuracy of the determined target part can be improved.
In addition, whether the end points at the two ends of the target contour line are positioned at the two sides of the central axis can be determined based on the position information, so that the protruding mode of the wall column relative to the target shear wall is determined according to the distribution condition of the end points to be measured in the central axis, the problem that the protruding mode of the shear wall cannot be accurately judged when the target part is determined according to the distance between the target contour line and the central axis can be solved, and the accuracy of the determined target part can be improved.
The foregoing description is only an overview of the technical solutions of the present application, and in order to make the technical solutions of the present application more clear and clear, and to implement the technical solutions according to the content of the description, the following detailed description is made with reference to the preferred embodiments of the present application and the accompanying drawings.
[ description of the drawings ]
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the embodiments or the technical solutions in the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.
FIG. 1 is a schematic diagram of a wall column processing method based on a construction engineering computation model according to an embodiment of the present application;
FIG. 2 is a flow chart of a method for processing a wall stud based on a construction engineering calculation amount model according to an embodiment of the present application;
fig. 3 is a schematic diagram of a wall stud processing device based on a construction engineering computation quantity model according to an embodiment of the present application.
[ detailed description ] embodiments
The following detailed description of embodiments of the present application will be made with reference to the accompanying drawings and examples. The following examples are intended to illustrate the present application but are not intended to limit the scope of the present application.
Optionally, the method for processing a wall column based on a construction engineering computation load model provided in each embodiment is described as an example when the method is applied to an electronic device, where the electronic device is a terminal or a server, and the terminal may be a mobile phone, a computer, a tablet computer, and the like, and the embodiment does not limit the type of the electronic device.
Fig. 1 is a schematic diagram of a wall column processing method based on a construction engineering computation model according to an embodiment of the present application, where the method includes at least the following steps:
step 101, obtaining a calculation model of the construction project.
Wherein, the calculation model is as follows: the method can reflect the size of each component and the position relation among all constructions in the building engineering, and can be used for calculating a model of engineering quantity. Specifically, the calculation amount model may be a design drawing of a construction project, or may also be a construction drawing of a construction project, or may also be a drawing separately drawn for calculating the amount of work of a construction project, and the embodiment does not limit the type of the calculation amount model.
Optionally, the computation model may be two-dimensional or may also be three-dimensional, and the dimension of the computation model is not limited in this embodiment.
In this embodiment, the computational model includes a wall column and a target shear wall intersecting the wall column.
Wherein, the wall post, also known as the wall buttress, indicates: a columnar structure protruding out of the wall surface in a plane.
Shear wall, also known as wind-resistant wall, antidetonation wall or structural wall, refers to: the wall body of the house or the structure mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action.
Optionally, the shape of the cross section of the wall column is rectangular or irregular, wherein the irregular shape can be any shape different from the rectangular shape, such as arc shape, polygon shape, etc., and the shape of the cross section of the wall column is not limited in this embodiment.
Optionally, one or more target shear walls may be provided, and the number of the target shear walls intersecting the wall column is not limited in this embodiment.
Optionally, the method of processing the wall column in the computation model includes, but is not limited to, the following two methods:
in the first case, a designated wall stud is processed. At this time, after obtaining the calculation amount model of the construction project, the method further includes: in response to the acquired wall column specifying information, determining the contour of the wall column specified by the wall column specifying information in the computation model; and obtaining the target shear wall according to the contour.
Alternatively, the wall post specification information may be coordinates of the specified wall post in the computation amount model, or a number of the wall post in the computation amount model, and the content of the wall post specification information is not limited in this embodiment.
Optionally, the wall column specifying information may specify one wall column in the computation amount model, or may also specify a plurality of wall columns in the computation amount model, and the embodiment does not limit the number of wall columns specified by the wall column specifying information.
Optionally, the wall post specification information may be sent to the electronic device by another device, or may also be generated by the electronic device in response to an operation of a user, and the embodiment does not limit the manner of obtaining the wall post specification information.
In the second case, all the wall studs in the computational model are processed. At this time, after obtaining the calculation amount model of the construction project, the method further includes: searching the outlines of all the wall columns in the computation model in response to the acquisition of the wall column searching instruction; and obtaining the target shear wall according to the contour.
Optionally, the wall stud finding instruction may be sent to the electronic device by another device, or may also be generated by the electronic device in response to an operation of a user, or may also be automatically generated by the electronic device, and the embodiment does not limit the obtaining manner of the wall stud finding instruction.
In one example, the wall stud finding instruction is generated in response to that the wall stud specifying information is not acquired within a preset time period after the acquisition of the computation model.
In the process of engineering quantity calculation, the volume of the wall column outside the target shear wall is generally merged into the shear wall intersecting with the wall column for calculation, so the contour of the wall column of the calculation quantity model needs to be processed to calculate the volume of the part of the wall column outside the target shear wall.
Since the shape of the wall stud is not fixed, in order to analyze the shape of the wall stud to process the wall stud, the contour of the wall stud needs to be split, so as to judge the shape of the wall stud according to the split line segment.
In one example, splitting the contour of the wall stud into at least one contour line includes: and splitting the contour of the wall column according to the length of the preset line segment so as to enable the lengths of all contour lines to be the same.
In another example, splitting the contour of the wall stud into at least one contour line includes: and splitting the contour of the wall column according to the points meeting the preset splitting condition on the contour of the wall column to obtain at least one contour line so that the contour line meets the preset contour condition.
Such as: the preset contour condition is that the curvature of the contour line is smaller than a preset threshold value, and the preset splitting condition is that the curvature radius is larger than or equal to the preset threshold value.
And 103, converting the non-linear line segment in the contour line into a linear line segment to obtain at least one section of converted contour line.
Wherein the converted contour line includes: and the straight line segment in the contour line and the non-straight line segment in the contour line are converted to obtain the straight line segment.
Since the contour of the wall stud may include a non-linear portion, a non-linear line segment may be included in the contour line, and the non-linear line segment of the contour line is converted into a linear line segment in order to facilitate determination of the shape of the contour line based on the contour line.
And step 104, determining the converted contour lines which are intersected with the central axis of the target shear wall and are not positioned in other target shear walls from the converted contour lines of each section of the target shear wall to obtain the target contour lines.
Wherein, other target shear walls refer to: all shear walls intersecting the wall column, except the current shear wall.
The central axis of the shear wall refers to: a line at 1/2 of the shear wall width along the entire length of the shear wall.
Optionally, for each target shear wall, determining, from the converted contour lines of the respective segments, converted contour lines that intersect the central axis of the target shear wall and are not located in other target shear walls, and obtaining target contour lines, including: for each target shear wall, determining a converted contour line intersected with the central axis of the target shear wall from the converted contour lines of all the sections to obtain an intersected contour line; and determining intersecting contour lines which are not positioned in other target shear walls from the intersecting contour lines of the sections to obtain target contour lines.
Due to different modeling modes of different computation models in actual application scenarios, for example: in the modeling process, the outlines of some target shear walls may only be drawn to the edges of the outlines of the wall columns, so that an error situation occurs when judging whether the converted contour lines intersect with the central axis of the target shear walls, namely, the intersecting contour lines with the target shear walls are judged to be non-intersecting.
In order to avoid a judgment error caused by a difference in modeling modes, optionally, determining a converted contour line intersecting with the central axis of the target shear wall from the converted contour lines of the respective segments to obtain an intersecting contour line, including: respectively extending the central axis of the target shear wall to two sides by a first preset length to obtain an extended central axis; and determining the converted contour lines intersected with the lengthened central axis from the converted contour lines of all the sections to obtain intersected contour lines.
The first preset length is a preset value and is determined according to experience.
In one example, the first predetermined length is 2000 mm.
Optionally, determining a contour line intersecting with the extended central axis from the converted contour lines of the segments to obtain an intersecting contour line, including: and determining the converted contour lines of which the two ends are extended by a second preset length and then are intersected with the extended central axis from the converted contour lines of the sections to obtain the intersected contour lines.
The second preset length is a preset value and is determined according to experience.
In one example, the second predetermined length is 1000 mm.
In the case where the target building wall includes two or more target shear walls, since the contour intersecting with one target shear wall may be located in another target shear wall, if the portion of the wall column located outside the target shear wall is determined directly from the intersecting contour lines, a calculation error may be caused, and after the intersecting contour lines are determined, the intersecting contour lines located outside the other shear wall need to be determined from the intersecting contour lines of the segments, so as to obtain the target contour lines.
Optionally, determining intersecting contour lines not located in other target shear walls from the intersecting contour lines of the segments to obtain a target contour line, including: determining whether each intersecting contour line is located in other target shear walls; determining the intersecting contour line as a target contour line under the condition that the intersecting contour line is not positioned in other target shear walls; and under the condition that the intersecting contour lines are positioned in other target shear walls, deleting the intersecting contour lines.
And 105, determining a target part of the wall column outside the target shear wall according to the position information between the target contour line and the central axis, so as to incorporate the volume of the target part into the volume of the target shear wall for calculation.
Optionally, determining a target portion of the wall column outside the target shear wall according to the position information between the target contour line and the central axis includes: and determining the target part according to the position information of the end points at the two ends of the target contour line relative to the central axis.
The position information is used for indicating the distances between end points of the two ends and the central axis respectively; and whether the end points at the two ends are positioned at the two sides of the central axis.
Optionally, determining a target portion of the wall column outside the target shear wall according to the position information between the target contour line and the central axis includes: and determining the projecting distance and the projecting mode of the target part of the wall column outside the target shear wall relative to the target shear wall according to the position information between the target contour line and the central axis so as to calculate the volume of the target part.
Optionally, the projecting manner of the target portion with respect to the target shear wall includes: single sided bulging and double sided bulging.
In one example, determining a projection distance and a projection manner of a target portion of a wall column located outside a target shear wall relative to the target shear wall according to position information between a target contour line and a central axis includes: determining the distribution conditions of the end points of the target contour line end points on the two sides of the central axis of the beam according to the position information of the end points of the two ends of each target contour line; and determining the projection distance and the projection mode of the target part of the wall column outside the target shear wall relative to the target shear wall according to the distribution condition of the end points.
Optionally, determining a projection distance and a projection manner of a target portion of the wall column located outside the target shear wall relative to the target shear wall according to the distribution condition of the end points includes: and under the condition that the end point distribution condition indicates that the end points of the target profile are all located on one side of the target shear wall, determining that the wall column is a single-side projected wall column, and determining the projection distance of the wall column according to the distance between the end points and the central axis of the wall.
And under the condition that the end point distribution condition indicates that the end points of the target profile are positioned on the two sides of the target shear wall, determining that the wall column is a wall column with two convex surfaces, and respectively determining the convex distances of the wall column on the two sides of the target shear wall according to the distances between the end points on the two sides of the target shear wall and the target shear wall.
The beneficial effects of this application include at least: acquiring a calculation model of the building engineering, wherein the calculation model comprises a wall column and a target shear wall intersected with the wall column; splitting the contour of the wall column into at least one section of contour line; converting the non-linear line segment in the contour line into a linear line segment to obtain at least one section of converted contour line; for each target shear wall, determining a converted contour line which is intersected with the central axis of the target shear wall and is not positioned in other target shear walls from the converted contour lines of all the sections to obtain a target contour line; determining a target part of the wall column outside the target shear wall according to the position relation between the target contour line and the central axis, and merging the volume of the target part into the volume of the target shear wall for calculation; the method can solve the problem that the volume of the convex part of the special-shaped column cannot be calculated in the process of building the wall volume by using the traditional method due to the fact that the special-shaped wall column which is not rectangular exists in the practical application process, and can obtain the converted contour line by splitting and converting the contour of the wall column, so that the part of the wall column outside the target shear wall is obtained, and the volume of the part of the wall column which is in any shape and outside the target shear wall can be calculated in the shear wall.
Meanwhile, the converted contour lines which are intersected with the central axis of the target shear wall and are not positioned in other target shear walls are determined as target contour lines, so that the contour lines which are positioned in other shear walls and are intersected with the target shear wall can be excluded, the target parts determined according to the target contour lines are positioned outside all the target shear walls, and the accuracy of the determined target parts is improved.
In addition, the central axis of the shear wall is extended by the first preset distance, and then the converted contour line intersecting with the extended central axis is determined, so that the situation of judgment error caused by difference of modeling modes can be avoided, and the accuracy of the determined target part can be improved.
In addition, whether the end points at the two ends of the target contour line are positioned at the two sides of the central axis can be determined based on the position information, so that the protruding mode of the wall column relative to the target shear wall is determined according to the distribution condition of the end points to be measured in the central axis, the problem that the protruding mode of the shear wall cannot be accurately judged when the target part is determined according to the distance between the target contour line and the central axis can be solved, and the accuracy of the determined target part can be improved.
In order to more clearly understand the method for processing the wall column based on the calculated amount model of the construction project provided by the present application, the method is described as an example. As shown in fig. 2. The method at least comprises the following steps:
and step 205, determining the converted contour lines of which the two ends are extended by a second preset length and then are intersected with the extended central axis from the converted contour lines of the sections to obtain intersected contour lines.
And step 206, determining intersecting contour lines which are not positioned in other target shear walls from the intersecting contour lines of the sections to obtain target contour lines.
And step 207, determining a target part of the wall column outside the target shear wall according to the position information between the target contour line and the central axis, so as to incorporate the volume of the target part into the volume of the target shear wall for calculation.
The related description of the present embodiment refers to the above method embodiments, and the description of the present embodiment is omitted here.
In summary, in the wall column processing method provided in this embodiment, after the central axis of the shear wall is extended by the first preset distance, the transformed contour line intersecting with the extended central axis is determined, so that a situation of a determination error due to a difference in modeling modes can be avoided, and the accuracy of the determined target portion can be improved.
Fig. 3 is a block diagram of a wall stud processing apparatus based on a construction engineering computation load model according to an embodiment of the present application. The device at least comprises the following modules: a model acquisition module 310, a contour splitting module 320, a contour transformation module 330, a contour determination module 340, and a wall stud processing module 350.
The model acquisition module 310 is used for acquiring an operand model of the building engineering, wherein the operand model comprises a wall column and a target shear wall intersected with the wall column;
the contour splitting module 320 is used for splitting the contour of the wall column into at least one section of contour line;
the contour conversion module 330 is configured to convert a non-linear line segment in the contour into a linear line segment to obtain at least one converted contour;
the contour determining module 340 is configured to determine, for each target shear wall, a converted contour line that intersects with the central axis of the target shear wall and is not located in another target shear wall from the converted contour lines of each segment, so as to obtain a target contour line;
and the wall column processing module 350 is configured to determine a target portion of the wall column outside the target shear wall according to the position information between the target contour line and the central axis, so as to incorporate the volume of the target portion into the volume of the target shear wall for calculation. For relevant details reference is made to the above-described method embodiments.
It should be noted that: in the wall column processing apparatus provided in the above embodiment, when performing wall column processing, only the division of the above functional modules is taken as an example, and in practical applications, the above functions may be distributed by different functional modules according to needs, that is, the internal structure of the wall column processing apparatus is divided into different functional modules to complete all or part of the above described functions. In addition, the wall column processing device provided by the above embodiment and the wall column processing method embodiment belong to the same concept, and specific implementation processes thereof are detailed in the method embodiment and are not described herein again.
Optionally, the present application further provides a computer-readable storage medium, in which a program is stored, and the program is loaded and executed by a processor to implement the wall stud processing method of the above-mentioned method embodiment.
The technical features of the above embodiments can be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the above embodiments are not described, but should be considered as the scope of the present specification as long as there is no contradiction between the combinations of the technical features.
The above examples only express several embodiments of the present application, and the description thereof is more specific and detailed, but not construed as limiting the scope of the invention. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the concept of the present application, which falls within the scope of protection of the present application. Therefore, the protection scope of the present patent shall be subject to the appended claims.
Claims (10)
1. A wall column processing method based on a construction engineering computation model is characterized by comprising the following steps:
acquiring an operand model of the construction engineering, wherein the operand model comprises a wall column and a target shear wall intersected with the wall column;
splitting the contour of the wall column into at least one section of contour line;
converting the non-linear line segment in the contour line into a linear line segment to obtain at least one section of converted contour line;
for each target shear wall, determining a converted contour line which is intersected with the central axis of the target shear wall and is not positioned in other target shear walls from each section of the converted contour line to obtain a target contour line;
and determining a target part of the wall column outside the target shear wall according to the position information between the target contour line and the central axis, so as to incorporate the volume of the target part into the volume of the target shear wall for calculation.
2. The method according to claim 1, wherein for each target shear wall, determining converted contour lines which intersect with the central axis of the target shear wall and are not located in other target shear walls from the converted contour lines of the segments to obtain target contour lines, and comprises:
for each target shear wall, determining a converted contour line intersected with the central axis of the target shear wall from the converted contour lines of all sections to obtain an intersected contour line;
and determining intersecting contour lines which are not positioned in the other target shear walls from the intersecting contour lines of all the sections to obtain target contour lines.
3. The method of claim 2, wherein determining a transformed contour line intersecting the central axis of the target shear wall from the transformed contour lines of the segments to obtain an intersecting contour line comprises:
respectively extending the central axis of the target shear wall to two sides by a first preset length to obtain an extended central axis;
and determining the converted contour line intersected with the lengthened central axis from the converted contour lines of all the sections to obtain an intersected contour line.
4. The method of claim 3, wherein said determining a transformed contour line that intersects the extended centerline axis from each of the transformed contour lines to obtain an intersecting contour line comprises:
and determining the converted contour lines of which the two ends are intersected with the extended central axis after the two ends are extended by a second preset length from the converted contour lines of each section to obtain the intersected contour lines.
5. The method of claim 4, wherein determining the target portion of the wall stud that is outside of the target shear wall based on the positional information between the target contour line and the central axis comprises:
and determining the target part according to the position information of the end points at the two ends of the target contour line relative to the central axis.
6. The method according to claim 5, wherein the position information is used for indicating distances from the end points to the central axis; and whether the end points at the two ends are positioned at the two sides of the central axis.
7. The method of claim 2, wherein determining intersecting contour lines that are not located in the other target shear walls from the intersecting contour lines of the segments to obtain target contour lines comprises:
determining whether each of the intersecting contour lines is located in the other target shear walls;
determining the intersecting contour line as a target contour line under the condition that the intersecting contour line is not located in the other target shear walls;
and under the condition that the intersecting contour lines are positioned in the other target shear walls, deleting the intersecting contour lines.
8. The method of claim 1, wherein after obtaining the computational model of the construction project, further comprising:
in response to the acquisition of the wall column specifying information, determining the contour of the wall column specified by the wall column specifying information in the computation model;
and acquiring the target shear wall according to the contour.
9. The method of claim 1, wherein after obtaining the computational model of the construction project, further comprising:
searching the outlines of all the wall columns in the computation model in response to the acquisition of a wall column searching instruction;
and acquiring the target shear wall according to the contour.
10. A wall stud processing apparatus based on a computational model of construction engineering, the apparatus comprising:
the model acquisition module is used for acquiring an operand model of the construction engineering, and the operand model comprises a wall column and a target shear wall intersected with the wall column;
the contour splitting module is used for splitting the contour of the wall column into at least one section of contour line;
the contour conversion module is used for converting the non-linear line segments in the contour lines into linear line segments to obtain at least one section of converted contour lines;
the contour determining module is used for determining converted contour lines which are intersected with the central axis of the target shear wall and are not positioned in other target shear walls from the converted contour lines of each section of the target shear wall to obtain target contour lines;
and the wall column processing module is used for determining a target part of the wall column outside the target shear wall according to the position information between the target contour line and the central axis, so as to incorporate the volume of the target part into the volume of the target shear wall for calculation.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114193635A (en) * | 2021-12-23 | 2022-03-18 | 国泰新点软件股份有限公司 | Method and device for cutting beam in building engineering |
| CN116342604A (en) * | 2023-05-30 | 2023-06-27 | 长沙泛一参数信息技术有限公司 | Method and system for achieving contour similarity matching based on shear wall appearance |
-
2021
- 2021-12-21 CN CN202111607837.9A patent/CN114048540A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114193635A (en) * | 2021-12-23 | 2022-03-18 | 国泰新点软件股份有限公司 | Method and device for cutting beam in building engineering |
| CN114193635B (en) * | 2021-12-23 | 2024-03-12 | 国泰新点软件股份有限公司 | Method and device for cutting middle beam of constructional engineering |
| CN116342604A (en) * | 2023-05-30 | 2023-06-27 | 长沙泛一参数信息技术有限公司 | Method and system for achieving contour similarity matching based on shear wall appearance |
| CN116342604B (en) * | 2023-05-30 | 2023-08-08 | 长沙泛一参数信息技术有限公司 | Method and system for achieving contour similarity matching based on shear wall appearance |
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