CN113688457B - Modeling method, device and equipment for well Zhou Jiagu model and readable storage medium - Google Patents
Modeling method, device and equipment for well Zhou Jiagu model and readable storage medium Download PDFInfo
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Abstract
The invention relates to the technical field of inspection well design, and discloses a modeling method, device and equipment of a well Zhou Jiagu model and a readable storage medium. Wherein the method comprises the following steps: acquiring an inspection well graphic element and well Zhou Jiagu parameters corresponding to the inspection well graphic element, wherein the well Zhou Jiagu parameters are used for representing the reinforcement state of the inspection well graphic element; analyzing parameters of the well Zhou Jiagu, and determining a reinforcement position, a reinforcement shape and a reinforcement width corresponding to the inspection well graphic element; a well Zhou Jiagu model of the reinforcement shape and reinforcement width is created at the reinforcement location. By implementing the method, the well Zhou Jiagu model can be automatically generated through the parameters of the well Zhou Jiagu, so that the well Zhou Jiagu model is accurately constructed, and the well periphery reinforcement engineering quantity is conveniently calculated according to the well Zhou Jiagu model.
Description
Technical Field
The invention relates to the technical field of inspection well design, in particular to a modeling method, device and equipment of a well Zhou Jiagu model and a readable storage medium.
Background
The inspection well is an essential engineering facility in urban construction, and after long-time use, uneven settlement of a well body and surrounding roads of the inspection well is caused by rolling of vehicles and the like, cracks are easy to form around the well ring, and the settlement cracks are larger than the roadbed settlement of the road and other damages. In response to this problem, the well Zhou Jiagu is typically placed around the manhole in a concrete-casting manner to provide a tighter bond between the manhole body and the pavement structure. However, before the well periphery is reinforced, the engineering quantity and the formwork supporting area of the poured concrete are calculated, and the engineering quantity is calculated by a manual mode by combining the corresponding atlas type of the inspection well.
With the development of information technology, three-dimensional model calculation software is popular in that it can automatically calculate the engineering quantity according to the model, but if the well periphery strengthening engineering quantity is calculated by the three-dimensional model calculation software, the well Zhou Jiagu model must be constructed. However, no accurate construction method is currently performed for the well Zhou Jiagu model, and thus, how to construct the well Zhou Jiagu model is a problem to be solved.
Disclosure of Invention
In view of this, the embodiments of the present invention provide a method, apparatus, device and readable storage medium for modeling a well Zhou Jiagu model, so as to solve the problem that the well Zhou Jiagu model is difficult to construct.
According to a first aspect, an embodiment of the present invention provides a method for modeling a well Zhou Jiagu model, including: acquiring an inspection well graphic element and well Zhou Jiagu parameters corresponding to the inspection well graphic element, wherein the well Zhou Jiagu parameters are used for representing the reinforcement state of the inspection well graphic element; analyzing the parameters of the well Zhou Jiagu, and determining the corresponding reinforcement position, reinforcement shape and reinforcement width of the inspection well graphic element; a well Zhou Jiagu model of the reinforcement shape and the reinforcement width is generated at the reinforcement location.
According to the modeling method for the well Zhou Jiagu model, the well Zhou Jiagu parameters corresponding to the acquired inspection well primitives are analyzed, the reinforcement positions, the reinforcement shapes and the reinforcement widths corresponding to the inspection well primitives are determined, and the well Zhou Jiagu model with the reinforcement shapes and the reinforcement widths is generated at the reinforcement positions, wherein the well Zhou Jiagu parameters are used for representing the reinforcement states of the inspection well primitives. According to the method, the well Zhou Jiagu model can be automatically generated through the well Zhou Jiagu parameters, so that the well Zhou Jiagu model can be accurately constructed, and the well periphery reinforcement engineering quantity can be conveniently calculated according to the well Zhou Jiagu model.
With reference to the first aspect, in a first implementation manner of the first aspect, the generating the well Zhou Jiagu model of the reinforcement shape and the reinforcement width at the reinforcement location includes: acquiring a section corresponding to the inspection well graphic element, and determining the section type, wherein the section is a section along the longitudinal axis direction of the inspection well graphic element; based on the reinforcement shape and the reinforcement width, a well Zhou Jiagu model corresponding to the section type is generated at the reinforcement location.
According to the modeling method of the well Zhou Jiagu model, provided by the embodiment of the invention, the section in the longitudinal axis direction of the inspection well graphic element is obtained, the section type corresponding to the section is determined, the well Zhou Jiagu model corresponding to the section type is generated at the reinforcing position, and the accurate construction of the well Zhou Jiagu model is further ensured.
With reference to the first embodiment of the first aspect, in a second embodiment of the first aspect, when the section type is a rectangular section, the generating a well Zhou Jiagu model corresponding to the section type at the reinforcement location based on the reinforcement shape and the reinforcement width includes: acquiring the elevation of the bottom of the shaft corresponding to the rectangular section; judging whether the elevation of the bottom of the shaft is between the reinforcement positions; when the shaft bottom elevation is between the reinforcing positions, a first well periphery reinforcing model is built based on the shaft bottom elevation, the reinforcing top elevation corresponding to the reinforcing positions, the reinforcing shape and the reinforcing width, and a second well Zhou Jiagu model is built based on the shaft bottom elevation, the reinforcing bottom elevation corresponding to the reinforcing positions, the reinforcing shape and the reinforcing width.
With reference to the second embodiment of the first aspect, in a third implementation manner of the first aspect, when the section type is a rectangular section, the generating a well Zhou Jiagu model corresponding to the section type at the reinforcement location based on the reinforcement shape and the reinforcement width further includes: and when the shaft bottom elevation is not between the reinforcing positions, constructing the well Zhou Jiagu model based on the reinforcing top elevation corresponding to the reinforcing position, the reinforcing bottom elevation corresponding to the reinforcing position, the reinforcing shape and the reinforcing width.
According to the modeling method for the well Zhou Jiagu model, when the section type of the section is the rectangular section, whether the well Zhou Jiagu model needs to be split and built is determined based on the shaft bottom elevation by acquiring the shaft bottom elevation corresponding to the rectangular section, and when the well periphery reinforcing model needs to be split and built, the first well periphery reinforcing model and the second well Zhou Jiagu model are respectively built, so that the well Zhou Jiagu model is more attached to the inspection well graphic element, and accurate building of the well Zhou Jiagu model corresponding to the rectangular section is realized.
With reference to the first embodiment of the first aspect, in a fourth embodiment of the first aspect, when the cross-section type is not a rectangular cross-section, the generating a well Zhou Jiagu model corresponding to the cross-section type at the reinforced position based on the reinforced shape and the reinforced width includes: acquiring the boundary elevation corresponding to the section type; determining a reference section based on the boundary elevation, wherein the reference section is a section perpendicular to the longitudinal axis direction of the manhole primitive; constructing a third well periphery reinforcing model based on the reference section, the reinforcing top elevation corresponding to the reinforcing position, the reinforcing shape and the reinforcing width; and constructing a fourth well Zhou Jiagu model based on the reference section, the reinforcement bottom elevation corresponding to the reinforcement position, the reinforcement shape and the reinforcement width.
With reference to the fourth implementation manner of the first aspect, in a fifth implementation manner of the first aspect, the constructing a third well periphery reinforcement model based on the reference section, the reinforcement top elevation corresponding to the reinforcement position, the reinforcement shape, and the reinforcement width includes: determining a first target reinforcement top elevation and a first target reinforcement bottom elevation based on the reinforcement top elevation and the reinforcement width; determining a first reinforced outer ring section based on the outer ring of the reference section, the reinforcement width, and the reinforcement shape; and taking the inner ring of the reference section as a first reinforced inner ring section, and constructing a third well periphery reinforcing model by adopting the first reinforced inner ring section, the first reinforced outer ring section, the first target reinforcing top elevation and the first target reinforcing bottom elevation.
With reference to the fifth implementation manner of the first aspect, in a sixth implementation manner of the first aspect, the constructing a fourth well Zhou Jiagu model based on the reference section, the reinforcement bottom elevation corresponding to the reinforcement location, the reinforcement shape, and the reinforcement width includes: determining a second target reinforcement top elevation and a second target reinforcement bottom elevation based on the reinforcement bottom elevation and the reinforcement top elevation; determining a second reinforced outer ring section based on the outer ring of the reference section, the reinforcement width, and the reinforcement shape; and taking the outer ring of the reference section as a second reinforced inner ring section, and constructing a fourth well Zhou Jiagu model by adopting the second reinforced inner ring section, the second reinforced outer ring section, the second target reinforced top elevation and the second target reinforced bottom elevation.
According to the modeling method for the well Zhou Jiagu model, when the section type of the section is a non-rectangular section, dividing the well Zhou Jiagu model based on the dividing line elevation by acquiring the dividing line elevation corresponding to the current section type, namely, respectively constructing a third well periphery reinforcing model above the dividing line and a fourth well Zhou Jiagu model below the dividing line, wherein the third well periphery reinforcing model and the fourth well Zhou Jiagu model form a well Zhou Jiagu model corresponding to the current section type. Therefore, the well Zhou Jiagu model can be more attached to the inspection well graphic element of the current section type, the accurate construction of the well Zhou Jiagu model corresponding to the non-rectangular section is realized, and the well Zhou Jiagu models of the inspection well graphic elements of different section types can be accurately constructed.
With reference to the fourth implementation manner of the first aspect, in a seventh implementation manner of the first aspect, the determining a reference section based on the boundary line elevation includes: judging whether the boundary elevation is between the reinforcement positions or not; when the boundary elevation is between the reinforcement positions, taking the shaft section of the inspection well graphic element as a reference section; and taking the well cross section of the inspection well graphic element as a reference cross section when the boundary line elevation is not positioned between the reinforcement positions.
According to the modeling method for the well Zhou Jiagu model, provided by the embodiment of the invention, whether the boundary elevation is at the reinforcing position or not is determined by comparing the boundary elevation with the reinforcing position, so that the reference section corresponding to the inspection well graphic element is determined, a corresponding well Zhou Jiagu model is constructed according to the reference section, and the construction accuracy of the well Zhou Jiagu model is further ensured.
With reference to the first aspect, in an eighth implementation manner of the first aspect, when the reinforcement shape is adaptive, the generating a well Zhou Jiagu model of the reinforcement shape and the reinforcement width at the reinforcement location includes: acquiring a cross-section polygon corresponding to the reinforcing position, wherein the cross-section polygon is a cross-section polygon of the reinforcing position perpendicular to the longitudinal axis direction; expanding the cross section polygon according to the reinforcement width to obtain a first reinforcement polygon; and constructing a stretching body corresponding to the first reinforcing polygon at the reinforcing position to obtain the well Zhou Jiagu model.
With reference to the first aspect, in a ninth implementation manner of the first aspect, when the reinforcement shape is fixed, the generating a well Zhou Jiagu model of the reinforcement shape and the reinforcement width at the reinforcement location includes: acquiring a fixed polygon corresponding to the reinforcing position; expanding the fixed polygon according to the reinforcement width to obtain a second reinforcement polygon; and constructing a stretching body corresponding to the second reinforcing polygon at the reinforcing position to obtain the well Zhou Jiagu model.
According to the modeling method of the well Zhou Jiagu model, different reinforcement polygons are generated for different reinforcement shapes, and a stretching body corresponding to the current reinforcement polygon is constructed at the reinforcement position to obtain the well Zhou Jiagu model, so that the diversity of the well Zhou Jiagu model is guaranteed.
With reference to the first aspect, in a tenth implementation manner of the first aspect, acquiring an manhole primitive includes: acquiring a selection instruction of an atlas model and a generation mode of the manhole primitive, wherein the atlas model is used for representing modeling parameter information corresponding to the manhole component; determining a manhole component corresponding to the atlas model based on the selection instruction of the atlas model; and generating the manhole member into the manhole primitive through the generation mode.
According to the modeling method for the well Zhou Jiagu model, provided by the embodiment of the invention, the inspection well components corresponding to the atlas model are determined by acquiring the selection instruction of the atlas model, and the inspection well components are generated into the inspection well primitives by acquiring the generation mode of the inspection well primitives, so that the generation of the inspection well primitives can be realized rapidly, the acquisition efficiency of the inspection well primitives is improved, and the generation rate of the well Zhou Jiagu model is further improved.
With reference to the tenth implementation manner of the first aspect, in an eleventh implementation manner of the first aspect, acquiring the well Zhou Jiagu parameters corresponding to the manhole primitive includes: acquiring a setting instruction for parameters of the well Zhou Jiagu; and identifying the setting instruction, and determining the well Zhou Jiagu parameters corresponding to the setting instruction.
According to the modeling method for the well Zhou Jiagu model, provided by the embodiment of the invention, the well Zhou Jiagu parameter corresponding to the setting instruction is determined by identifying the setting instruction of the acquired well Zhou Jiagu parameter, so that the well Zhou Jiagu model can be built according to the well Zhou Jiagu parameter set by a user, the well Zhou Jiagu model meets the user requirement, and meanwhile, the well Zhou Jiagu model is built more conveniently.
According to a second aspect, an embodiment of the present invention provides a modeling apparatus for a well Zhou Jiagu model, comprising: the system comprises an acquisition module, a display module and a display module, wherein the acquisition module is used for acquiring an inspection well graphic element and well Zhou Jiagu parameters corresponding to the inspection well graphic element, and the well Zhou Jiagu parameters are used for representing the reinforcement state of the inspection well graphic element; the analysis module is used for analyzing the parameters of the well Zhou Jiagu and determining the reinforcement position, the reinforcement shape and the reinforcement width corresponding to the inspection well graphic element; a generation module for generating a well Zhou Jiagu model of the reinforcement shape and the reinforcement width at the reinforcement location.
According to the modeling device for the well Zhou Jiagu model, provided by the embodiment of the invention, the reinforcement position, the reinforcement shape and the reinforcement width corresponding to the inspection well graphic element are determined by analyzing the acquired well Zhou Jiagu parameters corresponding to the inspection well graphic element, and the well Zhou Jiagu model with the reinforcement shape and the reinforcement width is generated at the reinforcement position, wherein the well Zhou Jiagu parameters are used for representing the reinforcement state of the inspection well graphic element. The device can automatically generate a well Zhou Jiagu model through well Zhou Jiagu parameters, so that accurate construction of a well Zhou Jiagu model is realized, and well periphery reinforcement engineering quantity is conveniently calculated according to the well Zhou Jiagu model.
According to a third aspect, an embodiment of the present invention provides an electronic device, including: the modeling method of the well Zhou Jiagu model according to the first aspect or any embodiment of the first aspect is performed by the processor, and the memory is in communication with the processor, and the memory stores computer instructions.
According to a fourth aspect, an embodiment of the present invention provides a computer readable storage medium storing computer instructions for causing a computer to perform a method for modeling a well Zhou Jiagu model according to the first aspect or any one of the embodiments of the first aspect.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings that are needed 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 present invention, and other drawings can be obtained according to the drawings without inventive effort for a person skilled in the art.
FIG. 1 is a flow chart of a method of modeling a well Zhou Jiagu model in accordance with an embodiment of the present invention;
FIG. 2 is another flow chart of a method of modeling a well Zhou Jiagu model in accordance with an embodiment of the present invention;
FIG. 3 is another flow chart of a method of modeling a well Zhou Jiagu model in accordance with an embodiment of the present invention;
FIG. 4 is a schematic illustration of a rectangular cross-section well Zhou Jiagu model according to an embodiment of the present invention;
FIG. 5 is another schematic illustration of a rectangular cross-section well Zhou Jiagu model according to an embodiment of the present invention;
FIG. 6 is a schematic view of an L-shaped cross-section according to an embodiment of the invention;
FIG. 7 is another schematic view of an L-shaped cross-section according to an embodiment of the invention;
FIG. 8 is a schematic view of a profiled section according to an embodiment of the invention;
FIG. 9 is an illustration of album model selection according to an embodiment of the present invention;
FIG. 10 is a schematic diagram of setting parameters of a well Zhou Jiagu according to an embodiment of the present invention;
FIG. 11 is a schematic diagram of reinforcement shape adaptation according to an embodiment of the present invention;
FIG. 12 is a schematic view of a reinforcement shape that is circular in accordance with an embodiment of the present invention;
FIG. 13 is a schematic view of a reinforcing shape of square shape according to an embodiment of the present invention;
FIG. 14 is a block diagram of a modeling apparatus of a well Zhou Jiagu model according to an embodiment of the present invention;
Fig. 15 is a schematic hardware structure of an electronic device according to an embodiment of the present invention.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are some embodiments of the present invention, but not all embodiments of the present invention. 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.
With the development of information technology, three-dimensional model calculation software is popular in that it can automatically calculate the engineering quantity according to the model, but if the well periphery strengthening engineering quantity is calculated by the three-dimensional model calculation software, the well Zhou Jiagu model must be constructed. However, no accurate construction method is currently performed for the well Zhou Jiagu model, and thus, how to construct the well Zhou Jiagu model is a problem to be solved.
Based on the method, the technical scheme of the invention automatically generates the well Zhou Jiagu model through the well Zhou Jiagu parameters, and automatically calculates the well periphery strengthening engineering quantity through the three-dimensional model calculation software.
In accordance with an embodiment of the present invention, an embodiment of a modeling method for a well Zhou Jiagu model is provided, it being noted that the steps illustrated in the flowchart of the figures may be performed in a computer system, such as a set of computer-executable instructions, and, although a logical order is illustrated in the flowchart, in some cases, the steps illustrated or described may be performed in an order other than that illustrated herein.
In this embodiment, a modeling method of a well Zhou Jiagu model is provided, which may be used in an electronic device, such as a mobile phone, a tablet computer, a computer, etc., fig. 1 is a flowchart of a modeling method of a well Zhou Jiagu model according to an embodiment of the present invention, and as shown in fig. 1, the flowchart includes the following steps:
S11, acquiring the inspection well graphic element and well Zhou Jiagu parameters corresponding to the inspection well graphic element, wherein the well Zhou Jiagu parameters are used for representing the reinforcement state of the inspection well graphic element.
The inspection well is arranged for the maintenance of power supply, water drainage, pollution discharge, communication, cable television, gas pipes, street lamp circuits and the like of urban underground infrastructure, and is convenient to install. The well Zhou Jiagu parameters corresponding to the inspection well primitives are parameters set by constructing the well Zhou Jiagu model, such as reinforcing materials, reinforcing top elevation, reinforcing bottom elevation and the like, a user can input well Zhou Jiagu parameters through a parameter visualization interface, and the reinforcement state of the inspection well primitives is represented through the set well Zhou Jiagu parameters, wherein the reinforcement state indicates whether the current inspection well primitives are provided with the well Zhou Jiagu model.
S12, analyzing parameters of the well Zhou Jiagu, and determining a reinforcement position, a reinforcement shape and a reinforcement width corresponding to the inspection well graphic element.
The electronics analyze the well Zhou Jiagu parameters that it acquires to determine the reinforcement location, reinforcement shape, and reinforcement width therefrom. Wherein the reinforcing position is a position between the reinforcing top elevation and the reinforcing bottom elevation, for example, a position where a shaft is located; the reinforcement shape is the shape of the well Zhou Jiagu model, which may follow the shape of the reinforcement location, or may be specified by the user, such as a circle, square; the reinforcement width is the width of the well Zhou Jiagu pattern that expands outward from the reinforcement location, e.g., 250mm, 100mm, etc. The present application is not particularly limited in terms of reinforcement width, reinforcement shape, and reinforcement position, and may be determined according to actual needs by those skilled in the art.
Specifically, the electronic device can determine the top elevation and the bottom elevation of each component by analyzing the model corresponding to the inspection well graphic element, so that the reinforcement position required to be reinforced can be calculated according to the well Zhou Jiagu parameter, and the reinforcement shape and the reinforcement width contained in the reinforcement position can be determined by analyzing the well Zhou Jiagu parameter.
S13, generating a well Zhou Jiagu model with a reinforced shape and a reinforced width at the reinforced position.
The electronic equipment constructs a reinforcement polygon with the same reinforcement shape at the reinforcement position, so that the reinforcement polygon surrounds and is attached to the reinforcement position, the reinforcement width is expanded outwards from the reinforcement position, the enlarged reinforcement polygon is obtained, the reinforcement polygon is stretched based on the reinforcement top elevation and the reinforcement bottom elevation corresponding to the reinforcement position, and a stretched body model is obtained, and the stretched body model is the well Zhou Jiagu model.
According to the modeling method for the well Zhou Jiagu model, the well Zhou Jiagu parameters corresponding to the acquired inspection well primitives are analyzed, the reinforcement positions, the reinforcement shapes and the reinforcement widths corresponding to the inspection well primitives are determined, and the well Zhou Jiagu model with the reinforcement shapes and the reinforcement widths is generated at the reinforcement positions, wherein the well Zhou Jiagu parameters are used for representing the reinforcement states of the inspection well primitives. According to the method, the well Zhou Jiagu model can be automatically generated through the well Zhou Jiagu parameters, so that the well Zhou Jiagu model can be accurately constructed, and the well periphery reinforcement engineering quantity can be conveniently calculated according to the well Zhou Jiagu model.
In this embodiment, a modeling method of a well Zhou Jiagu model is provided, which may be used in an electronic device, such as a mobile phone, a tablet computer, a computer, etc., fig. 2 is a flowchart of a modeling method of a well Zhou Jiagu model according to an embodiment of the present invention, and as shown in fig. 2, the flowchart includes the following steps:
s21, acquiring the inspection well graphic element and well Zhou Jiagu parameters corresponding to the inspection well graphic element, wherein the well Zhou Jiagu parameters are used for representing the reinforcement state of the inspection well graphic element. The detailed description is referred to the related description of the step S11 corresponding to the above embodiment, and will not be repeated here.
S22, analyzing parameters of the well Zhou Jiagu, and determining a reinforcement position, a reinforcement shape and a reinforcement width corresponding to the inspection well graphic element. The detailed description is referred to the related description of the step S12 corresponding to the above embodiment, and will not be repeated here.
S23, generating a well Zhou Jiagu model with a reinforced shape and a reinforced width at the reinforced position.
Specifically, the step S23 may include:
S231, acquiring a section corresponding to the inspection well graphic element, and determining the type of the section, wherein the section is a section along the longitudinal axis direction of the inspection well graphic element.
The cross section is a cross section of the manhole primitive and is a cross section along the longitudinal axis of the manhole primitive. The section may be input by a visual parameter section, or may be obtained by analyzing a section of the manhole primitive, which is not particularly limited herein. The section type is used to characterize the shape of the section, and in particular, the section type may include a rectangular section, an L-shaped section, an anisotropic section, and the like. The type of cross section is not limited here, and a person skilled in the art can determine the cross section of the reinforcing location according to the actual need thereof.
S232, generating a well Zhou Jiagu model with the corresponding section type at the reinforcing position based on the reinforcing shape and the reinforcing width.
The electronic equipment builds a well Zhou Jiagu model corresponding to the current inspection well primitive according to the acquired section types, and builds different well Zhou Jiagu models according to different section types. For example, for rectangular cross-sections, the well Zhou Jiagu model may be constructed by determining whether split construction is required based on the reinforcement location.
Specifically, when the section type is a rectangular section, the above step S232 may include:
(1) And acquiring the elevation of the bottom of the shaft corresponding to the rectangular section.
The elevation of the bottom of the well bore is the lowest position of the well bore component, and the electronic equipment can acquire the well bore by identifying the well bore graphic element. Specifically, the electronic device can determine the corresponding atlas model by analyzing the inspection well graphic element, so that the shaft component, the closing-in component and the well chamber component corresponding to the current inspection well graphic element can be determined, and further the top elevation and the bottom elevation corresponding to each component, namely the highest position and the lowest position of each component, are determined.
(2) And judging whether the elevation of the bottom of the shaft is between the reinforcing positions.
The reinforcing position is a position between the reinforcing top elevation and the reinforcing bottom elevation. The reinforcement top elevation is the highest position of the well Zhou Jiagu model, the reinforcement bottom elevation is the lowest position of the well Zhou Jiagu model, specifically, the reinforcement top elevation and the reinforcement bottom elevation can be specific values input by a user or can be expressions, the electronic equipment can calculate specific values of the top elevation or the bottom elevation according to the expressions, for example, the "well top elevation-0.3", which is a mathematical expression, and the electronic equipment can calculate a specific elevation value according to the mathematical expression.
Because the inspection well graphic element comprises a shaft, a closing-in, a cover plate, a well chamber, a foundation, a cushion layer and other parts from top to bottom, when the reinforcing position exceeds the shaft bottom elevation, the reinforcing position is represented to cross the two parts, and a well Zhou Jiagu model is respectively constructed for the two parts at the moment, therefore, after the reinforcing position is determined, after the shaft bottom elevation corresponding to the current inspection well graphic cloud is acquired, the shaft bottom elevation is compared with the reinforcing position, whether the shaft bottom elevation is between the reinforcing positions is determined, when the shaft bottom elevation is between the reinforcing positions, the step (3) is executed, and otherwise, the step (4) is executed.
(3) And constructing a first well periphery reinforcing model based on the elevation of the well bottom, the elevation of the reinforcing top corresponding to the reinforcing position, the reinforcing shape and the reinforcing width, and constructing a second well Zhou Jiagu model based on the elevation of the well bottom, the elevation of the reinforcing bottom corresponding to the reinforcing position, the reinforcing shape and the reinforcing width.
When the elevation of the bottom of the shaft is positioned between the reinforcing positions, the elevation of the bottom of the shaft is used as the reinforcing elevation of the bottom of the shaft to construct a first well periphery reinforcing model, a first reinforcing polygon which is consistent with the reinforcing shape is generated at the reinforcing positions according to the reinforcing width, and the reinforcing polygon is longitudinally stretched based on the elevation of the reinforcing top and the elevation of the bottom of the shaft to obtain a stretching body model, namely the first well periphery reinforcing model.
Meanwhile, the elevation of the bottom of the shaft is used as the elevation of a reinforcement top for constructing a second well Zhou Jiagu model, another reinforcement polygon which is consistent with the reinforcement shape is generated at the reinforcement position according to the reinforcement width, and the reinforcement polygon is longitudinally stretched based on the elevation of the bottom of the reinforcement and the elevation of the bottom of the shaft, so that another stretching body model, namely a second well Zhou Jiagu model, is obtained.
(4) And constructing a well Zhou Jiagu model based on the reinforcement top elevation corresponding to the reinforcement position, the reinforcement bottom elevation corresponding to the reinforcement position, the reinforcement shape and the reinforcement width.
When the elevation of the bottom of the shaft is not located between the reinforcing positions, the position of the shaft does not cross the two parts, at this time, the electronic device can directly generate a reinforcing polygon with the same reinforcing shape at the reinforcing positions according to the reinforcing width, and longitudinally stretch the reinforcing polygon based on the elevation of the bottom of the shaft and the elevation of the top of the shaft, so as to obtain a stretched body model, namely a well Zhou Jiagu model.
Through obtaining the pit shaft bottom elevation that rectangular cross section corresponds, confirm whether well Zhou Jiagu model needs split construction based on pit shaft bottom elevation, when well week reinforcement model needs split construction, then build first well week reinforcement model and second well Zhou Jiagu model respectively to make well Zhou Jiagu model laminate inspection shaft graphic element more, realized the accurate construction of well Zhou Jiagu model that rectangular cross section corresponds.
For the rectangular cross section as shown in fig. 4, the following description of the construction method of the well Zhou Jiagu model is made in two examples.
Example one: assume that the user selects a circular closing-in atlas and sets the following well Zhou Jiagu parameters:
The method of constructing the well Zhou Jiagu model is as follows:
1) Determining a reinforcing position, a reinforcing shape and a reinforcing width according to the parameters of the well Zhou Jiagu, wherein the reinforcing top elevation is the shaft top elevation, and the reinforcing bottom elevation is the shaft bottom elevation, namely reinforcing the periphery of the shaft position, according to the parameters of the well Zhou Jiagu;
2) The rectangular inner wall can be determined according to the parameters of the well Zhou Jiagu, so that the well periphery reinforcing model needs to be reinforced from the inner wall of the shaft;
3) The reinforcement width in cross section is set to 250mm, thereby determining that the well Zhou Jiagu reinforcement model needs to be expanded 250mm further outward from the outer wall of the wellbore;
4) The reinforcement shape is self-adapting and, since the well bore is circular, the well Zhou Jiagu model is also circular and the effect of the well Zhou Jiagu model is shown in figure 4.
Example two: assume that the user selects a rectangular atlas and sets the following well Zhou Jiagu parameters:
The method of constructing the well Zhou Jiagu model is as follows:
1) Determining a reinforcing position, a reinforcing shape and a reinforcing width according to well Zhou Jiagu parameters, wherein the reinforcing top elevation is the shaft top elevation, the reinforcing bottom elevation is the shaft top elevation minus 0.2m, namely reinforcing is performed around the shaft top to the shaft top elevation minus 0.2 m;
2) Because the well periphery reinforcing model needs to span from a shaft to a cover plate and a well chamber, the well periphery reinforcing model needs to be split into two layers for modeling;
3) The first well periphery reinforcing model is constructed at the position from the top of a well shaft to the bottom of the well shaft, and the specific construction method comprises the following steps:
3.1 A rectangular inner wall in cross-section can be determined based on the parameters of the well Zhou Jiagu, so that the inner ring of the top-down cross-section of the first well perimeter reinforcement model can reference the outer ring of the top-down cross-section of the wellbore component;
3.2 Because the reinforcement shape is circular, and the shaft is just circular, the outer ring of the overlooking section of the first well periphery reinforcement model can be obtained by outwards shifting the reinforcement width by using the outer ring of the overlooking section of the shaft part, namely, the outer ring of the overlooking section of the shaft part is outwards shifted by 250mm to obtain the outer ring of the overlooking section of the first well periphery reinforcement model;
3.3 According to the inner ring and the outer ring of the overlooking section of the first well periphery reinforcing model, and combining the reinforcement top elevation and the reinforcement bottom elevation at the moment to construct a stretching body so as to obtain the first well periphery reinforcing model.
4) The second well Zhou Jiagu model is constructed at the position from the shaft bottom to the top elevation of the well chamber of-0.2 m, and the specific construction method comprises the following steps:
4.1 A rectangular inner wall in cross-section can be determined based on well Zhou Jiagu parameters, so that the inner annulus of the second well Zhou Jiagu model top-down cross-section can reference the outer annulus of the well component top-down cross-section;
4.2 Because the reinforcing shape is circular and the well chamber is rectangular, the outer ring of the overlooking section of the second well Zhou Jiagu model can be obtained by taking the length of the diagonal line of the circumscribed rectangle as the diameter and adding the reinforcing width of 250 mm;
4.3 And (3) constructing a tensile body according to the inner ring and the outer ring of the overlooking section of the second well Zhou Jiagu model and combining the reinforcement top elevation and the reinforcement bottom elevation at the moment to obtain the second well Zhou Jiagu model. The resulting well Zhou Jiagu model effect is shown in fig. 5.
Specifically, when the section type is a non-rectangular section, such as an L-shaped section, an opposite-shaped section, or the like, the above-described step S232 may include:
(1) And acquiring the boundary elevation corresponding to the section type.
The demarcation line elevation is used to characterize the lowest position at which the different layer well Zhou Jiagu models are constructed, namely the reinforcement bottom elevation of the upper layer well Zhou Jiagu model and the reinforcement top elevation of the lower layer well Zhou Jiagu model. The boundary elevation can be the elevation of the bottom of the shaft, and when the electronic equipment cannot identify the shaft component, the closing-in component is identified, and the closing-in top elevation is taken as the boundary elevation.
(2) And determining a reference section based on the boundary line elevation, wherein the reference section is a section perpendicular to the longitudinal axis direction of the inspection well graphic element.
The reference cross section is a top-down cross section of the reference component used to generate the well Zhou Jiagu model, i.e., the reference cross section is a cross section perpendicular to the direction of the longitudinal axis of the reference component to which the manhole primitive corresponds. The reference section may be determined from the location at which the boundary level is located.
Optionally, the step (2) may include:
21 Judging whether the boundary line elevation is between the reinforcement positions.
And comparing the boundary elevation with the reinforcing position to determine whether the boundary elevation is between the reinforcing top elevation and the reinforcing bottom elevation corresponding to the reinforcing position. And (3) executing the step (2) when the boundary line elevation is between the reinforcement positions, otherwise executing the step (3).
22 A well bore section of the manhole primitive is taken as a reference section.
When the boundary level is between the reinforced positions, the shaft component is used as a reference component, and the overlooking section of the shaft component is used as a reference section.
23 Taking the well cross section of the manhole primitive as a reference cross section.
When the boundary level is not between the reinforcement positions, the well chamber component is used as a reference component, and the top-down section of the well chamber component is used as a reference section.
And comparing the boundary elevation with the reinforcement position to determine whether the boundary elevation is at the reinforcement position, so as to determine a reference section corresponding to the inspection well graphic element, so that a corresponding well Zhou Jiagu model is constructed according to the reference section, and the construction accuracy of the well Zhou Jiagu model is further ensured.
(3) And constructing a third well periphery reinforcing model based on the reference section, the reinforcing top elevation, the reinforcing shape and the reinforcing width corresponding to the reinforcing position.
The third well periphery reinforcing model is a first layer well Zhou Jiagu model corresponding to the current non-rectangular section, after the electronic equipment determines the reference section, the top and bottom elevation corresponding to the third well periphery reinforcing model is respectively determined according to the reinforcing top elevation corresponding to the reinforcing position, and then the third well periphery reinforcing model is generated based on the reinforcing shape, the reinforcing width and the determined top and bottom elevation.
Optionally, the step (3) may include:
31 A first target reinforcement top elevation and a first target reinforcement bottom elevation are determined based on the reinforcement top elevation and the reinforcement width.
And taking the reinforcement top elevation corresponding to the reinforcement position as a first target reinforcement top elevation, and taking the reinforcement top elevation-reinforcement height as a first target reinforcement bottom elevation. Wherein the reinforcement height is the corresponding longitudinal extension height of the well Zhou Jiagu model.
32 A first reinforced outer ring section is determined based on the outer ring of the reference section, the reinforcement width and the reinforcement shape.
The first reinforced outer ring cross section is a top view cross section of the outer ring corresponding to the first layer of wells Zhou Jiagu model, which can be determined from the outer ring of the reference cross section, the reinforcement width, and the reinforcement shape. Specifically, the electronic device uses the outer ring of the reference section as a starting position to expand the reinforcement width outwards, and a first reinforcement outer ring section consistent with the reinforcement shape is generated.
33 Taking the inner ring of the reference section as a first reinforced inner ring section, and constructing a third well periphery reinforcing model by adopting the first reinforced inner ring section, the first reinforced outer ring section, the first target reinforcing top elevation and the first target reinforcing bottom elevation.
The first reinforced inner ring section is an inner ring overlooking section corresponding to the first layer well Zhou Jiagu model, the first reinforced inner ring section can directly take an inner ring of a reference section, a tensile body model is constructed by combining a first target reinforced top elevation, a first target reinforced bottom elevation, the first reinforced inner ring section and the first reinforced outer ring section, and the tensile body model is used as a third well periphery reinforcing model.
(4) And constructing a fourth well Zhou Jiagu model based on the reference section, the reinforcement bottom elevation, the reinforcement shape and the reinforcement width corresponding to the reinforcement position.
The fourth well Zhou Jiagu model is a second-layer well Zhou Jiagu model corresponding to the current non-rectangular section, after the electronic device determines the reference section, the electronic device determines the top-bottom elevation corresponding to the fourth well Zhou Jiagu model according to the reinforced bottom elevation corresponding to the reinforced position, and then generates a fourth well Zhou Jiagu model based on the reinforced shape, the reinforced width and the determined top-bottom elevation.
Optionally, the step (4) may include:
41 A second target reinforcement top elevation and a second target reinforcement bottom elevation are determined based on the reinforcement bottom elevation and the reinforcement top elevation.
And taking the reinforcement top elevation-reinforcement height as a second target reinforcement top elevation, and taking the reinforcement bottom elevation corresponding to the reinforcement position as a second target reinforcement bottom elevation. Wherein the reinforcement height is the corresponding longitudinal extension height of the well Zhou Jiagu model.
42 A second reinforced outer ring section is determined based on the outer ring of the reference section, the reinforcement width and the reinforcement shape.
The method for generating the second reinforced outer ring section is the same as the method for generating the first reinforced outer ring section, and the detailed description is referred to the related description of step 32) above, and will not be repeated here.
43 Taking the outer ring of the reference section as a second reinforced inner ring section, and constructing a fourth well Zhou Jiagu model by adopting the second reinforced inner ring section, the second reinforced outer ring section, the second target reinforced top elevation and the second target reinforced bottom elevation.
The second reinforced inner ring section is a top view section of an inner ring corresponding to the second layer well Zhou Jiagu model, the second reinforced inner ring section can directly take an outer ring of a reference section, a tensile body model is constructed by combining a second target reinforced top elevation, a second target reinforced bottom elevation, the second reinforced inner ring section and the second reinforced outer ring section, and the tensile body model is used as a fourth well Zhou Jiagu model.
For the L-shaped section as shown in fig. 6 and 7, the well Zhou Jiagu model needs to be split into two layers, specifically, before the first layer well Zhou Jiagu model and the second layer well Zhou Jiagu model are constructed, the boundary elevation corresponding to the current manhole graphic element needs to be determined (the lowest position of the shaft component is identified, the lowest position of the shaft component is taken as the boundary elevation; if the shaft component is not identified, the closing-in component is identified, the highest position of the closing-in component is taken as the boundary elevation), and the reference section is determined based on the boundary elevation (if the boundary elevation is within the range of the reinforcement top elevation and the reinforcement bottom elevation corresponding to the reinforcement position, the top section of the shaft component is taken as the reference section, otherwise, the top section of the well chamber component is taken as the reference section).
Next, a first layer well Zhou Jiagu model and a second layer well Zhou Jiagu model are constructed, wherein the method for constructing the first layer well Zhou Jiagu model is as follows:
1) Taking the 'reinforcement top elevation' as a first target reinforcement top elevation and the 'reinforcement top elevation-reinforcement thickness (300 mm in fig. 6 or 7)' as a first target reinforcement bottom elevation;
2) The first reinforced inner ring section is an inner ring with a reference section, and the first reinforced outer ring section is obtained according to the outer ring with the reference section, the reinforcing width (250 mm in fig. 6 or 7) and the reinforcing shape;
3) And constructing a tensile body model by combining the first target reinforcement top elevation and the first target reinforcement bottom elevation by using the first reinforcement outer ring section and the first reinforcement inner ring section, thereby obtaining a first layer well Zhou Jiagu model.
The construction method of the second layer well Zhou Jiagu model is as follows:
1) Taking the 'reinforcement top elevation-reinforcement thickness (300 mm in fig. 6 or 7)' as a second target reinforcement top elevation, and taking the 'reinforcement bottom elevation' as a second target reinforcement bottom elevation;
2) The second reinforced inner ring section is an outer ring of the reference section, and the second reinforced outer ring section is obtained according to the outer ring of the reference section, the reinforcing width (250 mm in fig. 6 or 7) and the reinforcing shape;
3) And constructing a tensile body model by combining the second reinforced outer ring section and the second reinforced inner ring section with the second target reinforced top elevation and the second target reinforced bottom elevation, thereby obtaining a second layer well Zhou Jiagu model.
For the special-shaped section shown in fig. 8, the model Zhou Jiagu needs to be split into two layers, specifically, before the first layer well Zhou Jiagu model and the second layer well Zhou Jiagu model are constructed, the boundary elevation corresponding to the current manhole primitive needs to be determined, and the reference section needs to be determined based on the boundary elevation. The detailed description is referred to the related description and will not be repeated here.
Next, a first layer well Zhou Jiagu model and a second layer well Zhou Jiagu model are constructed, wherein the method for constructing the first layer well Zhou Jiagu model is as follows:
1) Taking the 'reinforcement top elevation' as a first target reinforcement top elevation and the 'reinforcement top elevation-reinforcement thickness (150 mm in fig. 8)' as a first target reinforcement bottom elevation;
2) Taking the inner ring negative offset (rightward offset) 150mm of the reference section as a first reinforced inner ring section, wherein the first reinforced outer ring section is obtained according to the outer ring of the reference section, the positive offset value (the top width 150 mm-the right offset 150mm in fig. 8) and the reinforced shape;
3) The bottom outer ring section is obtained from the inner ring of the reference section, the positive offset value (bottom width 250 mm-right offset 150mm in fig. 8) and the reinforcement shape;
4) And constructing a tensile body model by combining the first target reinforcement top elevation and the first target reinforcement bottom elevation by using the first reinforcement outer ring and the first reinforcement inner ring sections of the top and the bottom, thereby obtaining a first layer well Zhou Jiagu model.
The construction method of the second layer well Zhou Jiagu model is as follows:
1) Taking the 'reinforcement top elevation-reinforcement thickness (150 mm in fig. 8)' as a second target reinforcement top elevation and the 'reinforcement bottom elevation' as a second target reinforcement bottom elevation;
2) Taking the inner ring negative offset (rightward offset) 150mm of the reference section as a second reinforced inner ring section, wherein the second reinforced outer ring section is obtained according to the outer ring of the reference section, the positive offset value (the reinforcing width 730mm in fig. 8) and the reinforcing shape;
3) And constructing a tensile body model by combining the second reinforced outer ring section and the second reinforced inner ring section with the second target reinforced top elevation and the second target reinforced bottom elevation, thereby obtaining a second layer well Zhou Jiagu model.
And splitting the well Zhou Jiagu model based on the boundary elevation by acquiring the boundary elevation corresponding to the current section type, namely respectively constructing a third well periphery reinforcing model above the boundary and a fourth well Zhou Jiagu model below the boundary, wherein the third well periphery reinforcing model and the fourth well Zhou Jiagu model form a well Zhou Jiagu model corresponding to the current section type. Therefore, the well Zhou Jiagu model can be more attached to the inspection well graphic element of the current section type, the accurate construction of the well Zhou Jiagu model corresponding to the non-rectangular section is realized, and the well Zhou Jiagu models of the inspection well graphic elements of different section types can be accurately constructed.
According to the modeling method of the well Zhou Jiagu model, the cross section in the longitudinal axis direction of the inspection well graphic element is obtained, the cross section type corresponding to the cross section is determined, the well Zhou Jiagu model corresponding to the cross section type is generated at the reinforcing position, and accurate construction of the well Zhou Jiagu model is further guaranteed.
In this embodiment, a modeling method of a well Zhou Jiagu model is provided, which may be used in an electronic device, such as a mobile phone, a tablet computer, a computer, etc., and fig. 3 is a flowchart of a modeling method of a well Zhou Jiagu model according to an embodiment of the present invention, as shown in fig. 3, where the flowchart includes the following steps:
s31, acquiring the inspection well graphic element and well Zhou Jiagu parameters corresponding to the inspection well graphic element, wherein the well Zhou Jiagu parameters are used for representing the reinforcement state of the inspection well graphic element.
Specifically, the step S31 may include:
S311, acquiring a selection instruction of an atlas model and a generation mode of the inspection well graphic element, wherein the atlas model is used for representing modeling parameter information corresponding to the inspection well component.
The selection instruction is used for indicating the selection operation of the user on the manhole component, specifically, as shown in fig. 9, the user can input the selection instruction on the model of the atlas through the visual parameter interface, and accordingly, the electronic equipment can respond to the selection instruction.
The atlas is a standard atlas for constructing the well-inspection primitive, the standard atlas comprises atlas of various types, such as a rectangular atlas, a circular atlas and the like, different atlas types correspond to different atlas types, and different atlas types are represented by different numbers. When a certain atlas model is determined, i.e. the manhole component corresponding to the atlas model and its modeling parameter information, such as the shape, size, etc. of the manhole component are determined.
The manhole primitive is generated by using a manhole member, specifically, the generating manner may be a point drawing manner, or may be an identification manner, or may be any other manner, which is not specifically limited herein.
S312, based on the selection instruction of the atlas model, determining the manhole component corresponding to the atlas model.
The electronic equipment can determine the inspection well component corresponding to the current atlas model from the standard atlas according to the received atlas model selection instruction.
S313, generating the manhole component into a manhole graphic element through a generation mode.
After the manhole component is determined, the electronic equipment can generate the manhole component into the manhole primitive through a point drawing mode or an identification mode, and the manhole primitive is displayed on a visual parameter interface so that a user can determine the manhole primitive corresponding to the selected atlas model. As shown in fig. 9, after the user inputs the album model selection instruction, the manhole primitive corresponding to the current album model may be displayed on the visual parameter interface.
S314, acquiring a setting instruction for parameters of the well Zhou Jiagu.
The setting instruction of the parameters of the well Zhou Jiagu can be input through a setting window, the setting window is composed of a plurality of buttons, a table and a parameter graphic primitive interface, and the addition, deletion and modification of the parameters of the well Zhou Jiagu can be realized through the buttons and the table provided by the setting window.
As shown in fig. 10, setting a table in a form may provide operation buttons: adding a row, namely adding a row of data at the rearmost of the current table; inserting a row, and inserting a row of data in front of the current table selection row; deleting the row can delete the data selected by the current table. Setting the table in the form may also provide a data column: color, setting a display color of the well Zhou Jiagu model; the top elevation can be input into the top elevation of the well Zhou Jiagu model, a specific value can be input into the top elevation, a reference elevation can also be input into the top elevation, and when the reference elevation is input, the specific value of the top elevation can be calculated according to the reference elevation; the bottom elevation can be input into the bottom elevation of the well Zhou Jiagu model, a specific value can be input into the elevation, a reference elevation can also be input into the elevation, and when the reference elevation is input, the specific value of the bottom elevation can be calculated according to the reference elevation; the section can be rectangular inner wall, rectangular outer wall, L-shaped, special-shaped and the like; the reinforcing shape can be selected from self-adaption, round, rectangular and the like.
S315, identifying a setting instruction and determining a well Zhou Jiagu parameter corresponding to the setting instruction.
After the user inputs the setting instruction of the well Zhou Jiagu parameters, the electronic device can correspondingly determine the well Zhou Jiagu parameters corresponding to the current setting instruction by identifying the setting instruction of the user on the well Zhou Jiagu parameters received by the electronic device.
S32, analyzing parameters of the well Zhou Jiagu, and determining a reinforcement position, a reinforcement shape and a reinforcement width corresponding to the inspection well graphic element. The detailed description is referred to the related description of the step S12 corresponding to the above embodiment, and will not be repeated here.
S33, generating a well Zhou Jiagu model with a reinforced shape and a reinforced width at the reinforced position.
Specifically, when the reinforcement shape is adaptive, the above step S33 may include:
s331, obtaining a cross-section polygon corresponding to the reinforcing position, wherein the cross-section polygon is a cross-section polygon with the reinforcing position perpendicular to the longitudinal axis direction.
The cross-section polygon is used for representing a cross-sectional polygon of the inspection well graphic element component corresponding to the reinforcing position in a overlook view, namely, a cross-section polygon perpendicular to the longitudinal axis direction of the inspection well graphic element component corresponding to the reinforcing position.
S332, expanding the cross-section polygon according to the reinforcement width to obtain a first reinforcement polygon.
The first reinforcement polygon is a top-view cross-sectional polygon corresponding to the reinforcement location determined when the reinforcement shape is self-adapting. When the electronic equipment obtains the cross-section polygon, the cross-section polygon is expanded according to the reinforcing width to obtain a first reinforcing polygon, namely the first reinforcing polygon is consistent with the cross-section polygon. As shown in fig. 11, if the cross-sectional polygon of the reinforcement position-corresponding member is a circle, the first reinforcement polygon is a circle; if the cross-sectional polygon of the reinforcement position-corresponding member is rectangular, the first reinforcement polygon is rectangular.
S333, constructing a stretching body corresponding to the first reinforcing polygon at the reinforcing position to obtain a well Zhou Jiagu model.
And stretching the first reinforced polygon by combining the reinforcement top elevation and the reinforcement bottom elevation at the reinforcement position to obtain a stretched body model, and taking the stretched body model as a well Zhou Jiagu model.
Specifically, when the reinforcement shape is fixed, the above step S33 may include:
S334, obtaining a fixed polygon corresponding to the reinforcing position.
The fixed polygon is used to characterize a top-view screenshot polygon, e.g., a circle, rectangle, etc., corresponding to the well Zhou Jiagu model at the reinforced location, where the fixed polygon can be determined by resolving the well Zhou Jiagu parameters.
And S335, expanding the fixed polygon according to the reinforcement width to obtain a second reinforcement polygon.
The second reinforcing polygon is a top-view cross-section polygon corresponding to the reinforcing position determined when the reinforcing shape is fixed. When the electronic equipment obtains the fixed polygon, the fixed polygon is expanded according to the reinforcing width, and the second reinforcing polygon is obtained, namely, the second reinforcing polygon is fixed and cannot change along with the overlooking section of the part corresponding to the reinforcing position. As shown in fig. 12, if the fixed polygon of the reinforcement position corresponding member is a circle, the second reinforcement polygon is a circle regardless of the top-view cross-section polygon corresponding to the reinforcement position; as shown in fig. 13, if the fixed polygon of the reinforcement position corresponding member is square, the second reinforcement polygon is rectangular regardless of the planar cross-sectional polygon corresponding to the reinforcement position.
And S336, constructing a stretching body corresponding to the second reinforcing polygon at the reinforcing position to obtain a well Zhou Jiagu model.
And stretching the second reinforced polygon by combining the reinforcement top elevation and the reinforcement bottom elevation at the reinforcement position to obtain a stretched body model, and taking the stretched body model as a well Zhou Jiagu model.
According to the modeling method for the well Zhou Jiagu model, the inspection well components corresponding to the atlas model are determined by acquiring the selection instruction of the atlas model, and the inspection well components are generated into the inspection well primitives by acquiring the generation mode of the inspection well primitives, so that the generation of the inspection well primitives can be realized rapidly, the acquisition efficiency of the inspection well primitives is improved, and the generation rate of the well Zhou Jiagu model is further improved. By identifying the setting instruction of the acquired well Zhou Jiagu parameters, the well Zhou Jiagu parameters corresponding to the setting instruction are determined, so that the well Zhou Jiagu model can be constructed according to the well Zhou Jiagu parameters set by a user, the well Zhou Jiagu model meets the user requirements, and meanwhile, the well Zhou Jiagu model can be constructed more conveniently. For different reinforcement shapes, different reinforcement polygons are generated, and a stretching body corresponding to the current reinforcement polygon is constructed at the reinforcement position, so that a well Zhou Jiagu model is obtained, and the diversity of the well Zhou Jiagu model is ensured.
In this embodiment, a modeling apparatus for a well Zhou Jiagu model is also provided, and this apparatus is used to implement the foregoing embodiments and preferred implementations, and will not be described in detail. As used below, the term "module" may be a combination of software and/or hardware that implements a predetermined function. While the means described in the following embodiments are preferably implemented in software, implementation in hardware, or a combination of software and hardware, is also possible and contemplated.
The present embodiment provides a modeling apparatus for a well Zhou Jiagu model, as shown in fig. 14, including:
The obtaining module 41 is configured to obtain an inspection well primitive and a well Zhou Jiagu parameter corresponding to the inspection well primitive, where the well Zhou Jiagu parameter is used to characterize a reinforcement state of the inspection well primitive. The detailed description refers to the corresponding related description of the above method embodiments, and will not be repeated here.
The analysis module 42 is configured to analyze the parameters of the manhole Zhou Jiagu and determine a reinforcement position, a reinforcement shape, and a reinforcement width corresponding to the manhole primitive. The detailed description refers to the corresponding related description of the above method embodiments, and will not be repeated here.
A generation module 43 for generating a well Zhou Jiagu model of reinforcement shape and reinforcement width at the reinforcement location. The detailed description refers to the corresponding related description of the above method embodiments, and will not be repeated here.
The modeling means of the well Zhou Jiagu model in this embodiment is presented in the form of functional units, where units refer to ASIC circuits, processors and memories executing one or more software or fixed programs, and/or other devices that can provide the functions described above.
Further functional descriptions of the above modules are the same as those of the above corresponding embodiments, and are not repeated here.
The embodiment of the invention also provides an electronic device, which is provided with the modeling device of the well Zhou Jiagu model shown in the figure 14.
Referring to fig. 15, fig. 15 is a schematic structural diagram of an electronic device according to an alternative embodiment of the present invention, and as shown in fig. 15, the electronic device may include: at least one processor 501, such as a CPU (Central Processing Unit ), at least one communication interface 503, a memory 504, at least one communication bus 502. Wherein a communication bus 502 is used to enable connected communications between these components. The communication interface 503 may include a Display screen (Display), a Keyboard (Keyboard), and the optional communication interface 503 may further include a standard wired interface, and a wireless interface. The memory 504 may be a high-speed RAM memory (Random Access Memory, volatile random access memory) or a non-volatile memory (non-volatile memory), such as at least one disk memory. The memory 504 may also optionally be at least one storage device located remotely from the aforementioned processor 501. Wherein the processor 501 may have stored in the memory 504 an application program in the apparatus described in connection with fig. 14 and the processor 501 invokes the program code stored in the memory 504 for performing any of the above-mentioned method steps.
The communication bus 502 may be a peripheral component interconnect standard (PERIPHERAL COMPONENT INTERCONNECT, PCI) bus or an extended industry standard architecture (extended industry standard architecture, EISA) bus, among others. The communication bus 502 may be divided into an address bus, a data bus, a control bus, and the like. For ease of illustration, only one thick line is shown in fig. 15, but not only one bus or one type of bus.
Wherein the memory 504 may include volatile memory (english) such as random-access memory (RAM); the memory may also include a nonvolatile memory (English: non-volatile memory), such as a flash memory (English: flash memory), a hard disk (English: HARD DISK DRIVE, abbreviation: HDD) or a solid state disk (English: solid-STATE DRIVE, abbreviation: SSD); memory 504 may also include a combination of the types of memory described above.
The processor 501 may be a central processor (english: central processing unit, abbreviated: CPU), a network processor (english: network processor, abbreviated: NP) or a combination of CPU and NP.
The processor 501 may further include a hardware chip, among others. The hardware chip may be an application-specific integrated circuit (ASIC), a Programmable Logic Device (PLD), or a combination thereof (English: programmable logic device). The PLD may be a complex programmable logic device (English: complex programmable logic device, abbreviated: CPLD), a field-programmable gate array (English: field-programmable GATE ARRAY, abbreviated: FPGA), a general-purpose array logic (English: GENERIC ARRAY logic, abbreviated: GAL), or any combination thereof.
Optionally, the memory 504 is also used for storing program instructions. Processor 501 may invoke program instructions to implement a modeling method for a well Zhou Jiagu model as shown in the embodiments of fig. 1-3 of the present application.
The embodiment of the invention also provides a non-transitory computer storage medium, which stores computer executable instructions, and the computer executable instructions can execute the processing method of the modeling method of the well Zhou Jiagu model in any method embodiment. Wherein the storage medium may be a magnetic disk, an optical disk, a read-only memory (ROM), a random access memory (Random Access Memory, RAM), a flash memory (flash memory), a hard disk (HARD DISK DRIVE, abbreviated as HDD), a solid state disk (solid-state-STATE DRIVE, SSD), or the like; the storage medium may also comprise a combination of memories of the kind described above.
Although embodiments of the present invention have been described in connection with the accompanying drawings, various modifications and variations may be made by those skilled in the art without departing from the spirit and scope of the invention, and such modifications and variations fall within the scope of the invention as defined by the appended claims.
Claims (13)
1. A method of modeling a well Zhou Jiagu model, comprising:
Acquiring an inspection well graphic element and well Zhou Jiagu parameters corresponding to the inspection well graphic element, wherein the well Zhou Jiagu parameters are used for representing the reinforcement state of the inspection well graphic element;
analyzing the parameters of the well Zhou Jiagu, and determining the corresponding reinforcement position, reinforcement shape and reinforcement width of the inspection well graphic element;
Generating a model of the well Zhou Jiagu of the reinforcement shape and the reinforcement width at the reinforcement location, comprising: acquiring a section corresponding to the inspection well graphic element, and determining a section type, wherein the section is a section along the longitudinal axis direction of the inspection well graphic element; generating a well Zhou Jiagu model corresponding to the section type at the reinforcement location based on the reinforcement shape and the reinforcement width;
Wherein when the section type is a rectangular section, the generating a well Zhou Jiagu model corresponding to the section type at the reinforcement location based on the reinforcement shape and the reinforcement width includes: acquiring the elevation of the bottom of the shaft corresponding to the rectangular section; judging whether the elevation of the bottom of the shaft is between the reinforcement positions; when the shaft bottom elevation is between the reinforcing positions, a first well periphery reinforcing model is built based on the shaft bottom elevation, the reinforcing top elevation corresponding to the reinforcing positions, the reinforcing shape and the reinforcing width, and a second well Zhou Jiagu model is built based on the shaft bottom elevation, the reinforcing bottom elevation corresponding to the reinforcing positions, the reinforcing shape and the reinforcing width.
2. The method of claim 1, wherein when the cross-sectional type is a rectangular cross-section, the generating a well Zhou Jiagu model corresponding to the cross-sectional type at the reinforcement location based on the reinforcement shape and the reinforcement width, further comprises:
And when the shaft bottom elevation is not between the reinforcing positions, constructing the well Zhou Jiagu model based on the reinforcing top elevation corresponding to the reinforcing position, the reinforcing bottom elevation corresponding to the reinforcing position, the reinforcing shape and the reinforcing width.
3. The method of claim 1, wherein when the cross-sectional type is non-rectangular, the generating a well Zhou Jiagu model corresponding to the cross-sectional type at the reinforcement location based on the reinforcement shape and the reinforcement width comprises:
Acquiring the boundary elevation corresponding to the section type;
Determining a reference section based on the boundary elevation, wherein the reference section is a section perpendicular to the longitudinal axis direction of the manhole primitive;
Constructing a third well periphery reinforcing model based on the reference section, the reinforcing top elevation corresponding to the reinforcing position, the reinforcing shape and the reinforcing width;
And constructing a fourth well Zhou Jiagu model based on the reference section, the reinforcement bottom elevation corresponding to the reinforcement position, the reinforcement shape and the reinforcement width.
4. A method according to claim 3, wherein said constructing a third well periphery reinforcement model based on said reference section, said reinforcement top elevation corresponding to said reinforcement location, said reinforcement shape and said reinforcement width comprises:
determining a first target reinforcement top elevation and a first target reinforcement bottom elevation based on the reinforcement top elevation and the reinforcement width;
determining a first reinforced outer ring section based on the outer ring of the reference section, the reinforcement width, and the reinforcement shape;
And taking the inner ring of the reference section as a first reinforced inner ring section, and constructing a third well periphery reinforcing model by adopting the first reinforced inner ring section, the first reinforced outer ring section, the first target reinforcing top elevation and the first target reinforcing bottom elevation.
5. The method of claim 4, wherein the constructing a fourth well Zhou Jiagu model based on the reference section, the reinforcement bottom elevation corresponding to the reinforcement location, the reinforcement shape, and the reinforcement width comprises:
Determining a second target reinforcement top elevation and a second target reinforcement bottom elevation based on the reinforcement bottom elevation and the reinforcement top elevation;
Determining a second reinforced outer ring section based on the outer ring of the reference section, the reinforcement width, and the reinforcement shape;
and taking the outer ring of the reference section as a second reinforced inner ring section, and constructing a fourth well Zhou Jiagu model by adopting the second reinforced inner ring section, the second reinforced outer ring section, the second target reinforced top elevation and the second target reinforced bottom elevation.
6. A method according to claim 3, wherein said determining a reference cross-section based on said dividing line elevation comprises:
judging whether the boundary elevation is between the reinforcement positions or not;
when the boundary elevation is between the reinforcement positions, taking the shaft section of the inspection well graphic element as a reference section;
and taking the well cross section of the inspection well graphic element as a reference cross section when the boundary line elevation is not positioned between the reinforcement positions.
7. The method of claim 1, wherein the generating a model of the reinforcement shape and the reinforcement width of the well Zhou Jiagu at the reinforcement location when the reinforcement shape is adaptive comprises:
Acquiring a cross-section polygon corresponding to the reinforcing position, wherein the cross-section polygon is a cross-section polygon of the reinforcing position perpendicular to the longitudinal axis direction;
expanding the cross section polygon according to the reinforcement width to obtain a first reinforcement polygon;
and constructing a stretching body corresponding to the first reinforcing polygon at the reinforcing position to obtain the well Zhou Jiagu model.
8. The method of claim 1, wherein the generating a model of the reinforcement shape and the reinforcement width of the well Zhou Jiagu at the reinforcement location while the reinforcement shape is fixed comprises:
Acquiring a fixed polygon corresponding to the reinforcing position;
expanding the fixed polygon according to the reinforcement width to obtain a second reinforcement polygon;
And constructing a stretching body corresponding to the second reinforcing polygon at the reinforcing position to obtain the well Zhou Jiagu model.
9. The method of claim 1, wherein acquiring manhole primitives comprises:
Acquiring a selection instruction of an atlas model, wherein the atlas model is used for representing modeling parameter information corresponding to a manhole component;
Determining a manhole component corresponding to the atlas model based on the selection instruction of the atlas model;
and generating the manhole member into the manhole primitive through the generation mode.
10. The method of claim 9, wherein obtaining well Zhou Jiagu parameters corresponding to the manhole primitive comprises:
acquiring a setting instruction for parameters of the well Zhou Jiagu;
and identifying the setting instruction, and determining the well Zhou Jiagu parameters corresponding to the setting instruction.
11. A modeling apparatus for a model of a well Zhou Jiagu, comprising:
The system comprises an acquisition module, a display module and a display module, wherein the acquisition module is used for acquiring an inspection well graphic element and well Zhou Jiagu parameters corresponding to the inspection well graphic element, and the well Zhou Jiagu parameters are used for representing the reinforcement state of the inspection well graphic element;
The analysis module is used for analyzing the parameters of the well Zhou Jiagu and determining the reinforcement position, the reinforcement shape and the reinforcement width corresponding to the inspection well graphic element;
A generation module for generating a well Zhou Jiagu model of the reinforcement shape and the reinforcement width at the reinforcement location; the method comprises the steps of obtaining a section corresponding to the inspection well graphic element, and determining the type of the section, wherein the section is a section along the longitudinal axis direction of the inspection well graphic element; generating a well Zhou Jiagu model corresponding to the section type at the reinforcement location based on the reinforcement shape and the reinforcement width; wherein when the section type is a rectangular section, the generating module generates a well Zhou Jiagu model corresponding to the section type at the reinforced location based on the reinforced shape and the reinforced width by: acquiring the elevation of the bottom of the shaft corresponding to the rectangular section; judging whether the elevation of the bottom of the shaft is between the reinforcement positions; when the shaft bottom elevation is between the reinforcing positions, a first well periphery reinforcing model is built based on the shaft bottom elevation, the reinforcing top elevation corresponding to the reinforcing positions, the reinforcing shape and the reinforcing width, and a second well Zhou Jiagu model is built based on the shaft bottom elevation, the reinforcing bottom elevation corresponding to the reinforcing positions, the reinforcing shape and the reinforcing width.
12. An electronic device, comprising:
A memory and a processor in communication with each other, the memory having stored therein computer instructions that, upon execution, perform the method of modeling a well Zhou Jiagu model as defined in any one of claims 1-10.
13. A computer readable storage medium having stored thereon computer instructions for causing a computer to perform the modeling method of the well Zhou Jiagu model of any one of claims 1-10.
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