CN114781044A - Prefabricated wall manufacturing method, device and equipment and readable storage medium - Google Patents
Prefabricated wall manufacturing method, device and equipment and readable storage medium Download PDFInfo
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- CN114781044A CN114781044A CN202210547033.2A CN202210547033A CN114781044A CN 114781044 A CN114781044 A CN 114781044A CN 202210547033 A CN202210547033 A CN 202210547033A CN 114781044 A CN114781044 A CN 114781044A
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T17/00—Three dimensional [3D] modelling, e.g. data description of 3D objects
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T19/00—Manipulating 3D models or images for computer graphics
- G06T19/20—Editing of 3D images, e.g. changing shapes or colours, aligning objects or positioning parts
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T2219/00—Indexing scheme for manipulating 3D models or images for computer graphics
- G06T2219/20—Indexing scheme for editing of 3D models
- G06T2219/2004—Aligning objects, relative positioning of parts
Abstract
The invention provides a method, a device and equipment for manufacturing a prefabricated wall and a readable storage medium, which are applied to a server, wherein the method comprises the following steps: constructing a first space model and a second space model, wherein the first space model is a three-dimensional model of a prefabricated wall, and the second space model is a three-dimensional model of a beam body; determining a manufacturing decision of the mounting opening according to the first space model and the second space model; and opening an installation opening on the first space model according to the manufacturing decision, wherein the installation opening is used for installing the second space model. According to the method, the device and the equipment for manufacturing the prefabricated wall and the readable storage medium, the system for automatically calculating the installation port is developed, the connection parameters of the prefabricated wall to be processed and other related structures are automatically judged according to the correspondingly selected range, the installation port is automatically opened on the prefabricated wall, and the working efficiency is improved.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a method, a device and equipment for manufacturing a prefabricated wall and a readable storage medium.
Background
In the design process of the existing prefabricated shear wall, the end parts of the prefabricated wall are connected through beams, and when the end parts of the shear wall are also part of prefabricated parts, the wall is opened, so that the wall is inevitably selected, and otherwise, the beams cannot be installed. In the current stage, a manual establishing mode is adopted, or a prefabricated wall with a notch is directly drawn, or the notch is manually opened on the basis of the original prefabricated wall, the size, the position and the height of the notch are calculated manually, and the efficiency is low.
Disclosure of Invention
The invention provides a method for manufacturing a prefabricated wall, which is used for solving the defects that the size, the position and the height of a gap formed in the existing prefabricated wall need to be calculated manually and the efficiency is low.
The invention also provides a device for manufacturing the prefabricated wall.
The invention further provides an electronic device.
The invention further provides a non-transitory computer-readable storage medium.
According to a first aspect of the present invention, there is provided a method for manufacturing a prefabricated wall, which is applied to a server, the method including:
constructing a first space model and a second space model, wherein the first space model is a three-dimensional model of a prefabricated wall, and the second space model is a three-dimensional model of a beam body;
determining a manufacturing decision of the mounting opening according to the first space model and the second space model;
and opening an installation opening on the first space model according to the manufacturing decision, wherein the installation opening is used for installing the second space model.
According to an embodiment of the present invention, the step of determining a manufacturing decision of the mounting opening according to the first space model and the second space model specifically includes:
performing node processing on the first space model, extracting coordinate information of all nodes of the first space model, and generating a first coordinate vector;
performing nodularization processing on the second space model, extracting coordinate information of all nodes of the second space model, and generating a second coordinate vector;
determining the installation types of the first space model and the second space model according to the first coordinate vector and the second coordinate vector;
determining the manufacturing decision according to the first space model, the second space model and the installation type.
Specifically, the embodiment provides an implementation manner for determining a manufacturing decision of an installation opening, and the implementation manner is characterized in that a first space model and a second space model are subjected to nodularization processing, so that a spatial position between a prefabricated wall corresponding to the first space model and a beam corresponding to the second space model is conveniently determined, an installation type between the prefabricated wall and the beam is determined through a first coordinate vector and a second coordinate vector, and the determination of the manufacturing decision is further performed according to the installation type.
According to an embodiment of the present invention, the step of determining the installation type of the first space model and the installation type of the second space model according to the first coordinate vector and the second coordinate vector specifically includes:
extracting a first coordinate of the prefabricated wall and a second coordinate of the prefabricated wall of the first space model according to the first coordinate vector, and determining the installation direction of the prefabricated wall according to the first coordinate of the prefabricated wall and the second coordinate of the prefabricated wall;
extracting a first beam coordinate and a second beam coordinate of the second space model according to the second coordinate vector, and determining the beam installation direction according to the first beam coordinate and the second beam coordinate;
and determining the installation type according to the installation direction of the prefabricated wall and the installation direction of the beam body.
Specifically, the embodiment provides an implementation manner of determining installation types of the first space model and the second space model, the installation direction of the prefabricated wall is determined by extracting a first coordinate of the prefabricated wall and a second coordinate of the prefabricated wall according to a first coordinate vector, the first coordinate of the beam body and the second coordinate of the beam body are extracted according to a second coordinate vector, the installation direction of the beam body is determined, and the installation type is determined by comparing the installation direction of the prefabricated wall and the installation direction of the beam body.
According to an embodiment of the present invention, the step of determining the installation type according to the installation direction of the prefabricated wall and the installation direction of the beam body specifically includes:
judging according to the installation direction of the prefabricated wall and the installation direction of the beam body;
determining that the installation direction of the prefabricated wall is the same as that of the beam body, and determining that the installation types of the prefabricated wall and the beam body are a first type;
and determining that the installation type of the prefabricated wall and the installation type of the beam body are the second type if the installation direction of the prefabricated wall is different from the installation direction of the beam body.
Specifically, the present embodiment provides an implementation manner of determining an installation type, and the installation between the prefabricated wall and the beam is finally determined to be the first type or the second type according to the installation direction of the prefabricated wall and the installation direction of the beam.
According to an embodiment of the present invention, the step of determining the manufacturing decision according to the first spatial model, the second spatial model and the installation type specifically includes:
determining that the installation type of the prefabricated wall and the beam body is only the first type;
acquiring strength parameters and anti-seismic parameters of the prefabricated wall;
acquiring a first positioning parameter, a first preset section parameter and a first bottom rib anchoring parameter of the beam body;
determining a first processing threshold value according to the strength parameter, the anti-seismic parameter, the positioning parameter, the first preset section parameter and the first bottom rib anchoring parameter;
and generating the manufacturing decision according to the first space model, the second space model, the first preset section parameter and the first processing threshold value.
Specifically, the embodiment provides an implementation manner for determining a manufacturing decision, where the installation type of the prefabricated wall and the beam body is only a first type, and then the corresponding installation openings of the prefabricated wall are manufactured according to a first positioning parameter, a first preset cross-section parameter, a first bottom rib anchoring parameter, a strength parameter, an anti-seismic parameter, and a first processing threshold.
According to an embodiment of the present invention, the step of determining the manufacturing decision according to the first spatial model, the second spatial model and the installation type specifically includes:
determining that the installation type of the prefabricated wall and the beam body is only the second type;
acquiring a second positioning parameter and a second preset section parameter of the beam body;
determining a second machining threshold according to the second positioning parameter and the second preset section parameter;
and generating the manufacturing decision according to the first space model, the second preset section parameter and the second processing threshold.
Specifically, the present embodiment provides another implementation manner for determining a manufacturing decision, where the installation type of the prefabricated wall and the beam body is only the second type, and then the corresponding installation opening of the prefabricated wall is manufactured according to the second positioning parameter, the second preset cross-section parameter, and the first processing threshold.
According to an embodiment of the present invention, the step of determining the manufacturing decision according to the first space model, the second space model and the installation type specifically includes:
determining that the installation types of the prefabricated wall and the beam body comprise the first type and the second type;
determining a first manufacturing strategy according to the first space model, the second space model and the first type;
determining a second manufacturing strategy according to the first space model, the second space model and the second type;
generating a first installation sub-port according to the first manufacturing strategy, and generating a second installation sub-port according to the second manufacturing strategy;
and judging according to the first mounting sub-port and the second mounting sub-port, and generating a manufacturing decision according to a judgment result.
Specifically, the embodiment provides another implementation manner for determining a manufacturing decision, when the prefabricated wall and the beam body include a first type and a second type, a first installation sub-opening and a second installation sub-opening generated according to the first type are generated for judgment, and then installation openings including the first type and the second type are generated on the prefabricated wall.
According to an embodiment of the present invention, the step of performing the judgment according to the first mounting sub-opening and the second mounting sub-opening, and generating the making decision according to the judgment result specifically includes:
determining that the minimum distance between the first installation sub-port and the second installation sub-port is greater than or equal to a preset safety threshold, and generating the manufacturing decision according to the first installation sub-port and the second installation sub-port;
and if the minimum distance between the first installation sub-port and the second installation sub-port is smaller than a preset safety threshold value, combining the first installation sub-port and the second installation sub-port, and generating the manufacturing decision according to the combined installation port.
Specifically, the embodiment provides an implementation manner for generating a manufacturing decision according to the judgment result, and the corresponding manufacturing decision is generated according to the distance between the first mounting sub-opening and the second mounting sub-opening, so that the requirement for manufacturing the mounting openings including the first type and the second type on the prefabricated wall is met.
According to a second aspect of the present invention, there is provided an apparatus for manufacturing a prefabricated wall, comprising: the device comprises a construction module, a determination module and an execution module;
the construction module is used for constructing a first space model and a second space model, the first space model is a three-dimensional model of a prefabricated wall, and the second space model is a three-dimensional model of a beam body;
the determining module is used for determining a manufacturing decision of the mounting port according to the first space model and the second space model;
the execution module is used for opening an installation opening on the first space model according to the manufacturing decision, wherein the installation opening is used for installing the second space model.
According to a third aspect of the invention, there is provided an electronic apparatus comprising: a memory and a processor;
the memory and the processor complete mutual communication through a bus;
the memory stores computer instructions executable on the processor;
and when the processor calls the computer instruction, the manufacturing method of the prefabricated wall can be executed.
According to a fourth aspect of the present invention, there is provided a non-transitory computer readable storage medium, on which a computer program is stored, wherein the computer program, when executed by a processor, implements the steps of the prefabricated wall manufacturing method described above.
One or more technical solutions in the present invention have at least one of the following technical effects: according to the method, the device and the equipment for manufacturing the prefabricated wall and the readable storage medium, provided by the invention, the connection parameters of the prefabricated wall to be processed and other related structures are automatically judged according to the correspondingly selected range by developing an automatic operation system of the installation port, and the installation port is automatically opened on the prefabricated wall, so that the working efficiency is improved.
Additional aspects and advantages of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.
Drawings
In order to more clearly illustrate the technical solutions of the present invention or the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without creative efforts.
FIG. 1 is a schematic flow chart of a method for manufacturing a prefabricated wall according to the present invention;
FIG. 2 is a schematic view showing a first arrangement relationship between a prefabricated wall and a beam in the method for manufacturing the prefabricated wall according to the present invention;
FIG. 3 is a second schematic view of the arrangement relationship between the prefabricated wall and the beam in the first type of installation in the method for manufacturing the prefabricated wall according to the present invention;
FIG. 4 is a schematic view showing a second arrangement relationship between the prefabricated wall and the beam in the method for manufacturing the prefabricated wall according to the present invention;
FIG. 5 is a second schematic view of the arrangement relationship between the prefabricated wall and the beam in the second installation type in the method for manufacturing the prefabricated wall according to the present invention;
FIG. 6 is one of the schematic diagrams of the arrangement relationship between the prefabricated wall and the beam installation type of the prefabricated wall according to the method for manufacturing the prefabricated wall of the present invention;
FIG. 7 is a second schematic view showing the arrangement relationship between the prefabricated wall and the beam installation type of the first type and the second type in the method for manufacturing the prefabricated wall according to the present invention;
fig. 8 is a third schematic view showing the arrangement relationship between the prefabricated wall and the beam installation type of the first type and the second type in the method for manufacturing the prefabricated wall according to the present invention;
FIG. 9 is a fourth schematic view showing the arrangement relationship between the prefabricated wall and the beam installation type of the first type and the second type in the method for manufacturing the prefabricated wall according to the present invention;
FIG. 10 is a schematic structural diagram of an apparatus for manufacturing a prefabricated wall according to the present invention;
fig. 11 is a schematic structural diagram of an electronic device provided in the present invention.
Reference numerals are as follows:
10. prefabricating a wall; 20. a beam body; 30. an installation port; 40. a first mounting sub-opening; 50. a second mounting sub-opening; 60. a first machining threshold; 70. a second machining threshold; 80. building a module; 90. a determining module; 100. an execution module; 810. a processor; 820. a communication interface; 830. a memory; 840. a communication bus.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be obtained by a person skilled in the art without making any creative effort based on the embodiments in the present invention, belong to the protection scope of the present invention.
In the description of the embodiments of the present invention, it should be noted that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience in describing the embodiments of the present invention and simplifying the description, but do not indicate or imply that the referred devices or elements must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the embodiments of the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In some embodiments of the present invention, as shown in fig. 1 to 9, the present invention provides a method for manufacturing a prefabricated wall, which is applied to a server, and the method includes:
constructing a first space model and a second space model, wherein the first space model is a three-dimensional model of the prefabricated wall 10, and the second space model is a three-dimensional model of the beam body 20;
determining a manufacturing decision of the mounting port 30 according to the first space model and the second space model;
according to the production decision, a mounting opening 30 is opened on the first space model, wherein the mounting opening 30 is used for mounting the second space model.
It should be noted that the invention automatically generates the manufacturing decision for opening the installation opening 30 on the prefabricated wall 10 through the first space model and the second space model, thereby realizing one-key notch opening, having high efficiency, accurate automatic notch opening and low error rate, and greatly avoiding the problems of wallboard production error, field incapability of installation and the like caused by human error.
In some possible embodiments of the present invention, the step of determining a manufacturing decision of the installation opening 30 according to the first space model and the second space model specifically includes:
performing nodularization processing on the first space model, extracting coordinate information of all nodes of the first space model, and generating a first coordinate vector;
performing nodularization processing on the second space model, extracting coordinate information of all nodes of the second space model, and generating a second coordinate vector;
determining the installation types of the first space model and the second space model according to the first coordinate vector and the second coordinate vector;
and determining a manufacturing decision according to the first space model, the second space model and the installation type.
Specifically, the embodiment provides an implementation manner for determining a manufacturing decision of the installation opening 30, and the first space model and the second space model are subjected to node processing, so that the spatial position between the prefabricated wall 10 corresponding to the first space model and the beam 20 corresponding to the second space model is conveniently determined, the installation type between the prefabricated wall 10 and the beam 20 is determined through the first coordinate vector and the second coordinate vector, and the manufacturing decision is determined according to the installation type.
In some possible embodiments of the present invention, the step of determining the installation types of the first space model and the second space model according to the first coordinate vector and the second coordinate vector specifically includes:
extracting a first coordinate of the prefabricated wall and a second coordinate of the prefabricated wall of the first space model according to the first coordinate vector, and determining the installation direction of the prefabricated wall according to the first coordinate of the prefabricated wall and the second coordinate of the prefabricated wall;
extracting a first beam coordinate and a second beam coordinate of the second space model according to the second coordinate vector, and determining the beam installation direction according to the first beam coordinate and the second beam coordinate;
and determining the installation type according to the installation direction of the prefabricated wall and the installation direction of the beam body.
Specifically, the present embodiment provides an implementation manner for determining installation types of a first space model and a second space model, where a prefabricated wall first coordinate and a prefabricated wall second coordinate are extracted according to a first coordinate vector, a prefabricated wall installation direction is determined, a beam first coordinate and a beam second coordinate are extracted according to a second coordinate vector, a beam installation direction is determined, and an installation type is determined by comparing the prefabricated wall installation direction with the beam installation direction.
In a possible embodiment, the prefabricated wall installation direction is a length direction of the prefabricated wall 10, and the girder installation direction is a length direction of the girder 20.
In a possible embodiment, the prefabricated wall installation direction is a width direction of the prefabricated wall 10, and the girder installation direction is a width direction of the girder 20.
In a possible embodiment, the first spatial model and the second spatial model each have a corresponding spatial position in space, and the corresponding positional relationship between the first spatial model and the second spatial model can be determined according to the spatial positions, and the corresponding installation type can be determined.
In a possible embodiment, the selection of the installation direction of the prefabricated wall and the installation direction of the girder may be determined based on the shapes of the prefabricated wall 10 and the girder 20, for example, the length direction of the prefabricated wall 10 and the girder 20 may be used as the installation direction, and the width direction of the prefabricated wall 10 and the girder 20 may be used as the installation direction.
In a possible embodiment, the installation type includes that the length direction of the girder 20 is parallel to the length direction of the prefabricated wall 10, the length direction of the girder 20 is perpendicular to the length direction of the prefabricated wall 10, and the length direction of the girder 20 and the length direction of the prefabricated wall 10 have multiple relations of being parallel and perpendicular, and the installation type is finally determined according to the judgment of the first space model and the second space model.
In some possible embodiments of the present invention, the step of extracting the first coordinates of the prefabricated wall and the second coordinates of the prefabricated wall of the first space model according to the first coordinate vector specifically includes:
acquiring a first corner node and a second corner node of the prefabricated wall, wherein the first corner node and the second corner node of the prefabricated wall are nodes on two sides of a diagonal line of the prefabricated wall 10;
generating a first coordinate of the prefabricated wall according to the coordinate of the first corner node of the prefabricated wall;
and generating a second coordinate of the prefabricated wall according to the coordinate of the second corner node of the prefabricated wall.
Specifically, this embodiment provides an implementation manner for extracting a first coordinate of the prefabricated wall and a second coordinate of the prefabricated wall, where the prefabricated wall 10 is a square structure, and the first coordinate of the prefabricated wall and the second coordinate of the prefabricated wall 10 are determined by obtaining the first corner node and the second corner node of the prefabricated wall, and the installation direction of the prefabricated wall 10 is determined.
In a possible embodiment, prefabricated wall first corner node and prefabricated wall second corner node are two corner nodes in the same side of prefabricated wall 10.
In a possible embodiment, the prefabricated wall first corner node and the prefabricated wall second corner node are two far-end corner nodes in the three-dimensional space of the prefabricated wall 10.
In some possible embodiments of the present invention, the step of extracting the first coordinates of the beam and the second coordinates of the beam of the second space model according to the second coordinate vector specifically includes:
acquiring a first corner node and a second corner node of the beam body, wherein the first corner node and the second corner node of the beam body are nodes on two sides of a diagonal of the beam body 20;
generating a first coordinate of the beam body according to the coordinate of the first corner node of the beam body;
and generating a second coordinate of the beam body according to the coordinate of the second corner node of the beam body.
Specifically, the present embodiment provides an implementation manner for extracting a first coordinate and a second coordinate of a beam body, where the beam body 20 has a square structure, and the first coordinate and the second coordinate of the beam body 20 are determined by acquiring a first corner node and a second corner node of the beam body, and determining an installation direction of the beam body 20.
In a possible embodiment, the beam first and second corner nodes are two corner nodes in the same side of the beam 20.
In a possible embodiment, the beam first corner node and the beam second corner node are two distal corner nodes in the three-dimensional space of the beam 20.
In some possible embodiments of the present invention, the step of determining the installation type according to the installation direction of the prefabricated wall and the installation direction of the beam body specifically includes:
judging according to the installation direction of the prefabricated wall and the installation direction of the beam body;
determining that the installation direction of the prefabricated wall is the same as the installation direction of the beam body, and judging that the installation types of the prefabricated wall 10 and the beam body are the first type;
and if the mounting direction of the prefabricated wall is different from the mounting direction of the beam body, judging that the mounting types of the prefabricated wall 10 and the beam body are the second type.
Specifically, the present embodiment provides an implementation of determining the installation type, which is determined according to the installation direction of the prefabricated wall and the installation direction of the girder, and finally determines whether the installation between the prefabricated wall 10 and the girder 20 is the first type or the second type.
In an application scene, step one, according to design requirements, completing a space model of the prefabricated wall 10, and presetting corresponding identification parameters;
and step two, determining an area enclosed by the prefabricated wall 10 by three-dimensional coordinate points in a global three-dimensional coordinate system.
And step three, under a global three-dimensional coordinate system, determining the area formed by enclosing the beam body 20 by the three-dimensional coordinate points, and when the beam body 20 comprises at least one coordinate point which is the same as the coordinate point of the prefabricated wall 10, indicating that the beam body 20 and the prefabricated wall 10 are in an intersecting relationship.
Step four, under the global plane coordinate system, the coordinate of one corner point A of the prefabricated wall 10 is assumed to be (X)1，Y1) The coordinate of the corner point B of the corner point A along the other side of the diagonal of the prefabricated wall 10 is (X)2，Y2) If Y2-Y1|＞|X2-X1If the length direction of the prefabricated wall 10 is defined as the Y axis; on the contrary, if Y2-Y1|＜|X2-X1I, the length direction of the prefabricated wall 10 is defined as the X axis. For wall type members, Y is generally absent2-Y1|=|X2-X1The case of l.
Step five, similarly, under the global plane coordinate system, the coordinate of one corner point C of the beam is assumed to be (X)3，Y3) And the coordinate of the corner point D of the corner point C along the other side of the diagonal of the beam is (X)4，Y4) If Y4-Y3|＞|X4-X3If the length direction of the beam 20 is defined as Y-axis; conversely, if Y4-Y3|＜|X4-X3The longitudinal direction of the beam 20 is defined as the X-axis. For beam-like members, Y is generally absent4-Y3|=|X4-X3The case of l.
Step six, if the length direction of the prefabricated wall 10 is the same as that of the beam body 20, namely both the prefabricated wall 10 and the beam body 20 are X-axis or Y-axis, it indicates that the prefabricated wall 10 and the beam body 20 are in-plane connection;
if the length direction of the prefabricated wall 10 is different from the length direction of the beam 20, that is, the prefabricated wall 10 is the X axis and the beam 20 is the Y axis, or the prefabricated wall 10 is the Y axis and the beam 20 is the X axis, it means that the prefabricated wall 10 and the beam 20 are in the out-of-plane connection relationship.
In some possible embodiments of the present invention, the step of determining a manufacturing decision according to the first space model, the second space model and the installation type specifically includes:
determining that the installation type of the prefabricated wall 10 and the girder 20 is only a first type;
acquiring strength parameters and anti-seismic parameters of the prefabricated wall 10;
acquiring a first positioning parameter, a first preset section parameter and a first bottom rib anchoring parameter of the beam body 20;
determining a first processing threshold value 60 according to the strength parameter, the anti-seismic parameter, the first positioning parameter, the first preset section parameter and the first bottom rib anchoring parameter;
a manufacturing decision is generated based on the first spatial model, the second spatial model, the first predetermined cross-sectional parameter, and the first processing threshold 60.
Specifically, the embodiment provides an implementation manner for determining a manufacturing decision, where the installation type of the prefabricated wall 10 and the beam body 20 is only the first type, and the corresponding installation opening 30 of the prefabricated wall 10 is manufactured according to the first positioning parameter, the first preset cross-section parameter, the first bottom rib anchoring parameter, the strength parameter, the anti-seismic parameter, and the first machining threshold 60.
In a possible embodiment, the installation type of the prefabricated wall 10 and the girder 20 is only the first type, which means that the prefabricated wall 10 and the girder 20 are in an interconnected relationship.
In one application scenario, as shown in fig. 2 and 3, the beam 20 is connected in the end surface of the prefabricated wall 10, that is, the beam 20 is overlapped along the length direction of the prefabricated wall 10. First positioning information, a first section size and a first beam bottom rib specification of the beam body 20, and concrete strength grade of the first prefabricated wall 10 and earthquake-resistant grade information of the project construction measure are extracted.
Further, the installed widening value and deepening value of the installation opening 30 are combined, a first machining threshold value 60 is generated according to the widening value and deepening value, a rectangle which is the same as the center of the beam body 20 in positioning, the length and the width of the rectangle are the beam width +2 multiplied by the widening value and the beam height +2 multiplied by the deepening value is formed, and then the rectangle is stretched along the wall length direction, and the stretching length is a. Then, Boolean shearing operation is carried out on the rectangle and the prefabricated wall 10 to form the mounting opening 30 of the prefabricated wall 10. The length a is the anchoring length of the beam bottom rib, namely the first bottom rib anchoring parameter, the anchoring length is related to the specification of the beam bottom rib, the concrete strength grade of the prefabricated wall 10 and the earthquake-resistant grade of the project constructional measure, and the anchoring length is calculated according to the related concrete structure design specifications. After a relevant formula is given according to specifications, the calculation process can be automatically completed by a program, and the calculated result is the beam bottom reinforcement anchoring length value a.
It should be noted that the widening value and the deepening value of the mounting opening 30 are set so as to have enough mounting space and fault tolerance when the beam body 20 is mounted.
In some possible embodiments of the present invention, the step of determining a manufacturing decision according to the first space model, the second space model and the installation type specifically includes:
determining that the installation type of the prefabricated wall 10 and the beam body 20 is only a second type;
acquiring a second positioning parameter and a second preset section parameter of the beam body 20;
determining a second processing threshold value 70 according to the second positioning parameter and the second preset section parameter;
and generating a manufacturing decision according to the first space model, the second preset section parameter and the second processing threshold value 70.
Specifically, in this embodiment, another embodiment for determining the manufacturing decision is provided, where the installation type of the prefabricated wall 10 and the beam 20 is only the second type, and the second positioning parameter, the second preset section parameter and the first machining threshold 60 are used to manufacture the corresponding installation opening 30 of the prefabricated wall 10.
In a possible embodiment, the installation type of the prefabricated wall 10 and the girder 20 is only the second type, which means that the prefabricated wall 10 and the girder 20 are in an external connection relationship.
In one application scenario, as shown in fig. 4 and 5, the beam 20 is externally connected to the end surface of the prefabricated wall 10, that is, the beam overlaps perpendicularly to the long direction of the prefabricated wall 10. First, second positioning parameters and second preset section parameters of the beam are extracted. And combining the widening value and the deepening value of the set installation opening 30, generating a second machining threshold value 70 according to the widening value and the deepening value, forming a rectangle which is positioned at the same center as the beam and has the length and the width of the beam being respectively the beam width +2 multiplied by the widening value and the beam height +2 multiplied by the deepening value, stretching the rectangle along the wall thickness direction, wherein the stretching length is the same as the wall thickness of the prefabricated wall 10, and performing Boolean shearing operation on the rectangle and the prefabricated wall 10 to form the installation opening 30 of the prefabricated wall 10.
It should be noted that the widening value and the deepening value of the mounting opening 30 are set so as to have enough mounting space and fault tolerance when the beam body 20 is mounted.
In some possible embodiments of the present invention, the step of determining a manufacturing decision according to the first spatial model, the second spatial model and the installation type specifically includes:
determining installation types of the prefabricated wall 10 and the girder 20 including a first type and a second type;
determining a first manufacturing strategy according to the first space model, the second space model and the first type;
determining a second manufacturing strategy according to the first space model, the second space model and the second type;
generating a first installation sub-opening 40 according to a first manufacturing strategy, and generating a second installation sub-opening 50 according to a second manufacturing strategy;
and judging according to the first mounting sub-opening 40 and the second mounting sub-opening 50, and generating a manufacturing decision according to a judgment result.
Specifically, the embodiment provides another implementation manner for determining the manufacturing decision, when the prefabricated wall 10 and the beam 20 include a first type and a second type, a first installation sub-opening 40 is generated according to the first type and a second installation sub-opening 50 is generated according to the second type for judgment, so as to generate an installation opening 30 including the first type and the second type on the prefabricated wall 10.
In some possible embodiments of the present invention, the steps of performing a judgment according to the first mounting sub-opening 40 and the second mounting sub-opening 50, and generating a manufacturing decision according to a judgment result specifically include:
determining that the minimum distance between the first mounting sub-opening 40 and the second mounting sub-opening 50 is greater than or equal to a preset safety threshold, and generating a manufacturing decision according to the first mounting sub-opening 40 and the second mounting sub-opening 50;
and if the minimum distance between the first mounting sub-opening 40 and the second mounting sub-opening 50 is determined to be smaller than the preset safety threshold, combining the first mounting sub-opening 40 and the second mounting sub-opening 50, and generating a manufacturing decision according to the combined mounting opening 30.
Specifically, the embodiment provides an implementation mode for generating a manufacturing decision according to the judgment result, and the corresponding manufacturing decision is generated according to the distance between the first installation sub-opening 40 and the second installation sub-opening 50, so as to meet the requirements of manufacturing the installation openings 30 including the first type and the second type on the prefabricated wall 10.
In a possible embodiment, as shown in fig. 6 to 9, the prefabricated wall 10 is connected with beams inside and outside the end surfaces, and the following steps are adopted:
step one, respectively generating a first mounting sub-opening 40 and a second mounting sub-opening 50, and then determining that no further processing is needed through judgment conditions. The judgment conditions and the treatment measures are as follows:
and step two, if the clear distance between the first mounting sub-opening 40 and the second mounting sub-opening 50 along the wall length direction is more than or equal to 300mm, the treatment is not carried out.
And step three, if the distance between the first mounting sub-opening 40 and the second mounting sub-opening 50 is less than 300mm, combining the first mounting sub-opening 40 and the second mounting sub-opening 50. The combined integral mounting opening 30 is still a cuboid notch.
And step four, during combination, combining the deepest bottom elevation coordinates of the first mounting sub-opening 40 and the second mounting sub-opening 50 as horizontal reference lines, namely combining the two mounting openings 30 into a large gap along the wall length direction according to the bottom elevation coordinates of the mounting openings 30 in the attached figure 8.
In some embodiments of the present invention, as shown in fig. 10, the present invention provides an apparatus for manufacturing a prefabricated wall, comprising: a construction module 80, a determination module 90, an execution module 100;
the building module 80 is configured to build a first space model and a second space model, where the first space model is a three-dimensional model of the prefabricated wall 10, and the second space model is a three-dimensional model of the beam body 20;
the determining module 90 is used for determining a manufacturing decision of the mounting opening 30 according to the first space model and the second space model;
the execution module 100 is configured to open an installation opening 30 on the first space model according to the manufacturing decision, where the installation opening 30 is used for installing the second space model.
Fig. 11 illustrates a physical structure diagram of an electronic device, and as shown in fig. 11, the electronic device may include: a processor (processor)810, a communication Interface 820, a memory 830 and a communication bus 840, wherein the processor 810, the communication Interface 820 and the memory 830 communicate with each other via the communication bus 840. The processor 810 may call logic instructions in the memory 830 to perform the prefabricated wall fabrication method.
It should be noted that, when the electronic device in this embodiment is specifically implemented, the electronic device may be a server, a PC, or other devices, as long as the structure includes the processor 810, the communication interface 820, the memory 830, and the communication bus 840 shown in fig. 8, where the processor 810, the communication interface 820, and the memory 830 complete mutual communication through the communication bus 840, and the processor 810 may call the logic instructions in the memory 830 to execute the method. The embodiment does not limit the specific implementation form of the electronic device.
The server may be a single server or a server group. The set of servers can be centralized or distributed (e.g., the servers can be a distributed system). In some embodiments, the server may be local or remote with respect to the terminal. For example, the server may access information stored in the user terminal, a database, or any combination thereof via a network. As another example, the server may be directly connected to at least one of the user terminal and the database to access information and/or data stored therein. In some embodiments, the server may be implemented on a cloud platform; by way of example only, the cloud platform may include a private cloud, a public cloud, a hybrid cloud, a community cloud (community cloud), a distributed cloud, an inter-cloud, a multi-cloud, and the like, or any combination thereof. In some embodiments, the server and the user terminal may be implemented on an electronic device having one or more components in embodiments of the present invention.
Further, the network may be used for the exchange of information and/or data. In some embodiments, one or more components (e.g., servers, user terminals, and databases) in an interaction scenario may send information and/or data to other components. In some embodiments, the network may be any type of wired or wireless network, or combination thereof. Merely by way of example, a Network may include a wired Network, a Wireless Network, a fiber optic Network, a telecommunications Network, an intranet, the internet, a Local Area Network (LAN), a Wide Area Network (WAN), a Wireless Local Area Network (WLAN), a Metropolitan Area Network (MAN), a Wide Area Network (WAN), a Public Switched Telephone Network (PSTN), a bluetooth Network, a ZigBee Network, or a Near Field Communication (NFC) Network, among others, or any combination thereof. In some embodiments, the network may include one or more network access points. For example, the network may include wired or wireless network access points, such as base stations and/or network switching nodes, through which one or more components of the interaction scenario may connect to the network to exchange data and/or information.
In addition, the logic instructions in the memory 830 can be implemented in the form of software functional units and stored in a computer readable storage medium when the software functional units are sold or used as independent products. Based on such understanding, the technical solution of the present invention may be embodied in the form of a software product, which is stored in a storage medium and includes instructions for causing a computer device (which may be a personal computer, a server, or a network device) to execute all or part of the steps of the method according to the embodiments of the present invention. And the aforementioned storage medium includes: a U-disk, a removable hard disk, a Read-Only Memory (ROM), a Random Access Memory (RAM), a magnetic disk or an optical disk, and other various media capable of storing program codes.
In a possible implementation manner, the embodiment of the present invention further provides a non-transitory computer-readable storage medium, on which a computer program is stored, where the computer program is implemented by a processor to execute the method for manufacturing a prefabricated wall provided by the above embodiments.
In the description of the embodiments of the present invention, it should be noted that the terms "connected" and "connected" are to be interpreted broadly, and may be, for example, a fixed connection, a detachable connection, or an integral connection, unless explicitly stated or limited otherwise; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. Specific meanings of the above terms in the embodiments of the present invention may be understood by those of ordinary skill in the art according to specific situations.
Reference throughout this specification to the description of "one embodiment," "some embodiments," "a manner," "a particular manner," or "some manner" or the like means that a particular feature, structure, material, or characteristic described in connection with the embodiment or manner is included in at least one embodiment or manner of an embodiment of the present invention. In this specification, the schematic representations of the terms used above are not necessarily intended to refer to the same embodiment or mode. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or modes. Furthermore, the various embodiments or modes and features of the various embodiments or modes described in this specification can be combined and combined by those skilled in the art without being mutually inconsistent.
Finally, it should be noted that: the above embodiments are merely illustrative of the present invention and are not to be construed as limiting the invention. Although the present invention has been described in detail with reference to the embodiments, it should be understood by those skilled in the art that various combinations, modifications or equivalents may be made to the technical solution of the present invention without departing from the spirit and scope of the technical solution of the present invention, and the technical solution of the present invention is covered by the claims of the present invention.
Claims (10)
1. A method for manufacturing a prefabricated wall is applied to a server, and comprises the following steps:
constructing a first space model and a second space model, wherein the first space model is a three-dimensional model of the prefabricated wall (10), and the second space model is a three-dimensional model of the beam body (20);
determining a manufacturing decision of the mounting opening (30) according to the first space model and the second space model;
and opening a mounting opening (30) on the first space model according to the manufacturing decision, wherein the mounting opening (30) is used for mounting the second space model.
2. The method for manufacturing a prefabricated wall according to claim 1, wherein the step of determining a manufacturing decision of the installation opening (30) according to the first space model and the second space model specifically comprises:
performing nodularization processing on the first space model, extracting coordinate information of all nodes of the first space model, and generating a first coordinate vector;
performing nodularization processing on the second space model, extracting coordinate information of all nodes of the second space model, and generating a second coordinate vector;
determining the installation types of the first space model and the second space model according to the first coordinate vector and the second coordinate vector;
determining the manufacturing decision based on the first spatial model, the second spatial model, and the installation type.
3. The method for manufacturing a prefabricated wall according to claim 2, wherein the step of determining the installation types of the first space model and the second space model according to the first coordinate vector and the second coordinate vector specifically comprises:
extracting a first prefabricated wall coordinate and a second prefabricated wall coordinate of the first space model according to the first coordinate vector, and determining the installation direction of the prefabricated wall according to the first prefabricated wall coordinate and the second prefabricated wall coordinate;
extracting a first beam coordinate and a second beam coordinate of the second space model according to the second coordinate vector, and determining the beam mounting direction according to the first beam coordinate and the second beam coordinate;
and determining the installation type according to the installation direction of the prefabricated wall and the installation direction of the beam body.
4. The method for manufacturing the precast wall according to claim 3, wherein the step of determining the installation type according to the installation direction of the precast wall and the installation direction of the beam body specifically comprises:
judging according to the installation direction of the prefabricated wall and the installation direction of the beam body;
determining that the installation type of the prefabricated wall (10) and the beam body (20) is a first type if the installation direction of the prefabricated wall is the same as the installation direction of the beam body;
and if the mounting direction of the prefabricated wall is different from the mounting direction of the beam body, judging that the mounting type of the prefabricated wall (10) and the beam body (20) is a second type.
5. The method for manufacturing a precast wall according to claim 4, wherein the step of determining the manufacturing decision according to the first space model, the second space model and the installation type specifically includes:
determining that the installation type of the prefabricated wall (10) and the beam body (20) is only the first type;
acquiring strength parameters and anti-seismic parameters of the prefabricated wall (10);
acquiring a first positioning parameter, a first preset section parameter and a first bottom rib anchoring parameter of the beam body (20);
determining a first machining threshold (60) according to the strength parameter, the anti-seismic parameter, the positioning parameter, the first preset section parameter and the first bottom rib anchoring parameter;
generating the manufacturing decision according to the first spatial model, the second spatial model, the first preset cross-sectional parameter and the first machining threshold (60).
6. The method for manufacturing a precast wall according to claim 4, wherein the step of determining the manufacturing decision according to the first space model, the second space model and the installation type specifically includes:
determining that the installation type of the prefabricated wall (10) and the beam body (20) is only the second type;
acquiring a second positioning parameter and a second preset section parameter of the beam body (20);
determining a second machining threshold (70) according to the second positioning parameter and the second preset section parameter;
generating the manufacturing decision according to the first spatial model, the second preset section parameter and the second machining threshold (70).
7. The method for manufacturing a precast wall according to claim 4, wherein the step of determining the manufacturing decision according to the first space model, the second space model and the installation type specifically includes:
determining installation types of the prefabricated wall (10) and the beam body (20) to include the first type and the second type;
determining a first manufacturing strategy according to the first space model, the second space model and the first type;
determining a second manufacturing strategy according to the first space model, the second space model and the second type;
generating a first mounting sub-opening (40) according to the first manufacturing strategy, and generating a second mounting sub-opening (50) according to the second manufacturing strategy;
judging according to the first mounting sub-opening (40) and the second mounting sub-opening (50), and generating a manufacturing decision according to a judgment result;
the step of judging according to the first mounting sub-opening (40) and the second mounting sub-opening (50) and generating a manufacturing decision according to a judgment result specifically comprises the following steps:
determining that the minimum distance between the first mounting sub-opening (40) and the second mounting sub-opening (50) is greater than or equal to a preset safety threshold, generating the production decision according to the first mounting sub-opening (40) and the second mounting sub-opening (50);
and if the minimum distance between the first mounting sub-opening (40) and the second mounting sub-opening (50) is determined to be smaller than a preset safety threshold, combining the first mounting sub-opening (40) and the second mounting sub-opening (50), and generating the manufacturing decision according to the combined mounting opening (30).
8. A prefabricated wall's making devices, its characterized in that includes: a construction module (80), a determination module (90) and an execution module (100);
the construction module (80) is used for constructing a first space model and a second space model, wherein the first space model is a three-dimensional model of the prefabricated wall (10), and the second space model is a three-dimensional model of the beam body (20);
the determination module (90) is used for determining the manufacturing decision of the installation opening (30) according to the first space model and the second space model;
the execution module (100) is used for opening an installation opening (30) on the first space model according to the manufacturing decision, wherein the installation opening (30) is used for installing the second space model.
9. An electronic device, comprising: a memory (830) and a processor (810);
the memory (830) and the processor (810) communicate with each other via a bus;
the memory (830) stores computer instructions executable on the processor (810);
the processor (810), when invoked by the computer instructions, is capable of performing the method of manufacturing a prefabricated wall according to any of the preceding claims 1 to 7.
10. A non-transitory computer readable storage medium, on which a computer program is stored, wherein the computer program, when executed by a processor, implements the steps of the method for manufacturing a prefabricated wall according to any one of the preceding claims 1 to 7.
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