CN115062442A - Model deployment method and device for water supply and drainage line, electronic equipment and storage medium - Google Patents
Model deployment method and device for water supply and drainage line, electronic equipment and storage medium Download PDFInfo
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Abstract
The invention discloses a model deployment method and device for a water supply and drainage line, electronic equipment and a storage medium. Wherein, the method comprises the following steps: acquiring a well form, and determining an inspection well model based on form data of the well form; controlling the inspection well model to rotate by a preset angle along the water supply and drainage line, wherein the preset angle is obtained based on a vector between a plane point and a foot drop point, and the foot drop point is the closest point of a pre-extracted road design central line and the plane point; acquiring a pipeline table, and determining water supply and drainage pipeline linear data, pipeline types and pipeline data based on table data of the pipeline table; determining a pipeline model based on the water supply and drainage pipeline linear data, the pipeline type and the pipeline data; and deploying the inspection well model and the pipeline model which rotate by preset angles on the water supply and drainage line. The invention solves the technical problem of low modeling efficiency when designing the water supply and drainage model in the related technology.
Description
Technical Field
The invention relates to the field of engineering design, in particular to a model deployment method and device for a water supply and drainage line, electronic equipment and a storage medium.
Background
The water supply and drainage design is an important component of municipal engineering and comprises aspects of civil engineering, pipelines and the like, objects which are commonly distributed by a plurality of specialties are very complicated, and the difficulty in building the model is high.
In the related technology, a commonly used design mode is that water supply and drainage design is carried out by using SUDA software of a Bentley platform, but the SUDA software has the defects of insufficient set flexibility, complicated steps of self-defining component libraries, inaccurate butt joint of water supply and drainage pipeline elevations, continuous repetition of main operation processes and influences the quality of municipal water supply and drainage models and the working efficiency of workers in use.
Meanwhile, the water supply and drainage model design mode cannot arrange the linear engineering model with a long line, the modeling efficiency is low, and the problem that the model is difficult to position exists, so that the updating speed of the scheme model is low.
In view of the above problems, no effective solution has been proposed.
Disclosure of Invention
The embodiment of the invention provides a model deployment method and device for a water supply and drainage line, electronic equipment and a storage medium, which are used for at least solving the technical problem of low modeling efficiency in the process of designing a water supply and drainage model in the related technology.
According to an aspect of an embodiment of the present invention, there is provided a model deployment method of a water supply and drainage line, including: acquiring a well form, and determining an inspection well model based on form data of the well form; controlling the inspection well model to rotate by a preset angle along a water supply and drainage line, wherein the preset angle is obtained based on a vector between a plane point and a foot drop point, and the foot drop point is the closest point of a pre-extracted road design central line and the plane point; acquiring a pipeline table, and determining water supply and drainage pipeline linear data, pipeline types and pipeline data based on table data of the pipeline table; determining a pipeline model based on the water supply and drainage pipeline linear data, the pipeline type and the pipeline data; and deploying the inspection well model and the pipeline model which rotate by the preset angle on a water supply and drainage line.
Optionally, the step of determining an inspection well model based on the well table data comprises: acquiring a well number, a designed well bottom elevation, a node design elevation and specification parameters in a well table to obtain table data; preprocessing the table data by adopting a preset parameter storage platform to obtain preprocessed spatial three-dimensional coordinate points and family models with the same name in the specification parameters, wherein the spatial three-dimensional coordinate points are used for positioning the initial deployment position of the inspection well, and each family model represents a single component of the inspection well; and determining a plurality of inspection well models by combining the spatial three-dimensional coordinate points and the family models with the same name in the specification parameters.
Optionally, after obtaining the table data, the method further includes: based on the pre-extracted atlas number, creating a family model associated with each inspection well by adopting preset building software; adding instance parameters to the chamber height dimension and the shaft height dimension of each inspection well in response to a first input instruction to obtain a chamber height dimension parameter and a shaft height dimension parameter, wherein the chamber height dimension parameter is used for determining the chamber height of the inspection well model, and the shaft height dimension parameter is used for determining the shaft height of the inspection well model; and creating a building project file, and loading a plurality of family models and a pre-extracted road design center line file in the building project file, wherein the road design center line file is extracted based on a received form matching drawing, and the road design center line file is used for determining the road design center line.
Optionally, after determining the model wellbore height of the inspection well model, further comprising: acquiring a designed bottom hole elevation and a node designed elevation of each inspection well in the table data; calculating a data difference value between the designed bottom hole elevation and the node design elevation; and adjusting the model wellbore height of the inspection well based on the data difference.
Optionally, after loading the road design center line file in the construction project file, the method further includes: extracting a road design center line based on the road design center line file; obtaining a target plane determined by an X axis and a Y axis in the space three-dimensional coordinate points, and determining plane points of the space three-dimensional coordinate points on the target plane; inquiring the closest point of the road design center line and the plane point to obtain a drop foot point on the road design center line; determining a tangent line of the drop foot point; and calculating an angle between the tangent line and the Z vector by taking the Z vector represented by the Z axis in the three-dimensional spatial coordinate point as an axis to obtain the preset angle.
Optionally, the step of controlling the manhole model to rotate a preset angle along the water supply and drainage line comprises: on the basis of the preset angle, increasing or decreasing a preset angle threshold value to obtain an angle parameter to be adjusted; calculating an absolute value of the angle parameter to be adjusted to obtain a target adjustment angle; and controlling the inspection well model to rotate to the target adjustment angle along the water supply and drainage line.
Optionally, the step of determining water supply and drainage pipeline line data, pipeline type and pipeline data based on the table data of the pipeline table comprises: according to the same well number in the well table, searching an abscissa and an ordinate which are associated with the same well number in the well table, wherein the abscissa and the ordinate are used for determining a starting point three-dimensional position and an ending point three-dimensional position of each pipeline in the pipeline table; determining the water supply and drainage pipeline straight line data based on the starting point three-dimensional position and the end point three-dimensional position; and acquiring the pipeline elevation and the pipeline diameter parameters in the pipeline table, and determining the pipeline data.
According to another aspect of the embodiments of the present invention, there is also provided a model deployment apparatus for a water supply and drainage line, including: the system comprises a first acquisition unit, a second acquisition unit and a control unit, wherein the first acquisition unit is used for acquiring a well table and determining an inspection well model based on table data of the well table; the control unit is used for controlling the inspection well model to rotate by a preset angle along the water supply and drainage line, wherein the preset angle is obtained based on a vector between a plane point and a foot drop point, and the foot drop point is the closest point of a pre-extracted road design central line and the plane point; the second acquisition unit is used for acquiring a pipeline table and determining water supply and drainage pipeline linear data, pipeline types and pipeline data based on table data of the pipeline table; the determining unit is used for determining a pipeline model based on the water supply and drainage pipeline linear data, the pipeline type and the pipeline data; and the deployment unit is used for deploying the inspection well model and the pipeline model which rotate by the preset angle on a water supply and drainage line.
Optionally, the first obtaining unit includes: the first acquisition module is used for acquiring well numbers, designed bottom elevation, node design elevation and specification parameters in the well table to obtain table data; the preprocessing module is used for preprocessing the table data by adopting a preset parameter storage platform to obtain preprocessed space three-dimensional coordinate points and family models with the same name in the specification parameters, wherein the space three-dimensional coordinate points are used for positioning the initial deployment position of the inspection well, and each family model represents a single component of the inspection well; a first determination module for determining a plurality of the manhole models in combination with the spatial three-dimensional coordinate points and a family model of the same name in the specification parameters.
Optionally, the model deployment apparatus for a water supply and drainage line further comprises: the first creating unit is used for creating a family model related to each inspection well by adopting preset building software based on a pre-extracted atlas number after table data is obtained; the response unit is used for responding to a first input instruction, adding instance parameters to the well chamber height dimension and the shaft height dimension of each inspection well to obtain a well chamber height dimension parameter and a shaft height dimension parameter, wherein the well chamber height dimension parameter is used for determining the well chamber height of the inspection well model, and the shaft height dimension parameter is used for determining the shaft height of the inspection well model; and the second creating unit is used for creating a building project file and loading a plurality of family models and a pre-extracted road design center line file in the building project file, wherein the road design center line file is extracted based on the received form matching drawing, and the road design center line file is used for determining the road design center line.
Optionally, the model deployment apparatus for a water supply and drainage line further comprises: a third obtaining unit, configured to obtain a designed bottom hole elevation and a node designed elevation for each inspection well in the table data after determining a model wellbore height of the inspection well model; the first calculation unit is used for calculating a data difference value between the designed bottom hole elevation and the node design elevation; and the adjusting unit is used for adjusting the height of the model shaft of the inspection well based on the data difference.
Optionally, the model deployment apparatus for a water supply and drainage line further comprises: the extraction unit is used for extracting a road design center line based on the road design center line file after the road design center line file is loaded in the building project file; a fourth acquiring unit, configured to acquire a target plane determined by an X axis and a Y axis among the spatial three-dimensional coordinate points, and determine a plane point of the spatial three-dimensional coordinate point on the target plane; the query unit is used for querying the closest point of the road design center line and the plane point to obtain a foot drop point on the road design center line; the second determining module is used for determining a tangent line of the drop foot point; and the second calculation unit is used for calculating an angle between the tangent line and the Z vector by taking the Z vector represented by the Z axis in the three-dimensional spatial coordinate point as an axis to obtain the preset angle.
Optionally, the control unit comprises: the adjusting module is used for increasing or decreasing a preset angle threshold value on the basis of the preset angle to obtain an angle parameter to be adjusted; the first calculation module is used for calculating the absolute value of the angle parameter to be adjusted to obtain a target adjustment angle; and the first control module is used for controlling the inspection well model to rotate to the target adjustment angle along the water supply and drainage line.
Optionally, the determining unit includes: the searching module is used for searching an abscissa and an ordinate which are associated with the same well number in the well table according to the same well number in the well table, wherein the abscissa and the ordinate are used for determining a starting point three-dimensional position and an ending point three-dimensional position of each pipeline in the pipeline table; the third determining module is used for determining the straight line data of the water supply and drainage pipeline based on the three-dimensional position of the starting point and the three-dimensional position of the end point; and the fourth determining module is used for acquiring the pipeline elevation and the pipeline diameter parameters in the pipeline table and determining the pipeline data.
According to another aspect of the embodiments of the present invention, there is also provided an electronic device, including: a processor; and a memory for storing executable instructions of the processor; wherein the processor is configured to perform any one of the above described model deployment methods of a water supply and drain line via execution of the executable instructions.
According to another aspect of the embodiment of the present invention, there is further provided a computer-readable storage medium, where the computer-readable storage medium includes a stored computer program, and when the computer program runs, the apparatus where the computer-readable storage medium is located is controlled to execute any one of the above-mentioned model deployment methods for a water supply and drainage line.
The invention supports the linkage of model creation and tables, supports the classification and creation of various professional models into different system types, supports the rotation angle of the inspection well, has the direction vertical to the route direction, and can support the statistics of engineering quantity, pipeline length information, pipe well number information and the like.
In the invention, a well form is obtained firstly, and an inspection well model is determined based on form data of the well form; the method comprises the steps of controlling an inspection well model to rotate by a preset angle along a water supply and drainage line, then obtaining a pipeline table, determining water supply and drainage pipeline linear data, pipeline types and pipeline data based on the table data of the pipeline table, determining a pipeline model based on the water supply and drainage pipeline linear data, the pipeline types and the pipeline data, and deploying the inspection well model and the pipeline model which rotate by the preset angle on the water supply and drainage line, wherein the preset angle is obtained based on a vector between a plane point and a foot drop point, and the foot drop point is the closest point of a pre-extracted road design central line and the plane point. According to the invention, the corresponding model can be automatically created through the acquired well table and pipeline table data, the automatic model creation operation on the water supply and drainage line is realized, the invalid data is automatically filtered, the model precision is ensured, and the modeling efficiency is effectively improved, so that the technical problem of low modeling efficiency in the water supply and drainage model design in the related technology is solved.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the invention without limiting the invention. In the drawings:
FIG. 1 is a flow chart of an alternative method of model deployment of a water supply and drain line in accordance with an embodiment of the present invention;
FIG. 2 is a schematic illustration of table data for an extracted well form according to an embodiment of the invention;
FIG. 3(a) is a diagram of an alternative method for creating parameterized families according to an embodiment of the present invention;
FIG. 3(b) is a diagram of an alternative method for creating parameterized families, according to an embodiment of the invention;
FIG. 3(c) is a diagram of an alternative method of creating parameterized families, according to an embodiment of the invention;
FIG. 4 is a schematic view of an alternative water supply and drainage model according to an embodiment of the present invention;
FIG. 5 is a schematic view of an alternative model deployment device for a water supply and drain line in accordance with an embodiment of the present invention;
fig. 6 is a block diagram of a hardware structure of an electronic device (or a mobile device) of a model deployment method of a water supply and drainage line according to an embodiment of the present invention.
Detailed Description
In order to make the technical solutions of the present invention better understood, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that the terms "first," "second," and the like in the description and claims of the present invention and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used is interchangeable under appropriate circumstances such that the embodiments of the invention described herein are capable of operation in sequences other than those illustrated or described herein. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed, but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.
To facilitate understanding of the invention by those skilled in the art, some terms or nouns referred to in the embodiments of the invention are explained below:
revit, constructed for a Building Information Model (BIM), helps architects design, build, and maintain buildings of better quality and higher energy efficiency.
Dynamo is a storage platform based on a key-value mode, and is high in usability and expansibility.
PolyCurve, polyline curve.
NurbsCurve, non-uniform curve.
The embodiment of the invention can be applied to various water supply and drainage pipeline design systems/software/platforms, exists as an auxiliary design of the building information model BIM, or is directly applied to the building information model BIM, and can provide drainage pipeline arrangement schemes for various road engineering, municipal engineering and the like. Compared with the problems that objects commonly distributed by multiple specialties in the existing water supply and drainage design are very complicated, and the model building difficulty is high, the method can support the linkage of model building and form, support the classification and building of each professional model into different system types, support the rotation angle of the inspection well, enable the direction to be vertical to the route direction, and support the statistics of engineering quantity, pipeline length information, pipe well number information and the like.
The present invention will be described in detail with reference to examples.
Example one
In accordance with an embodiment of the present invention, there is provided an embodiment of a model deployment method for a waterworks, it being noted that the steps illustrated in the flowchart of the figure may be performed in a computer system, such as a set of computer-executable instructions, and that while a logical order is illustrated in the flowchart, in some cases the steps illustrated or described may be performed in an order different than here.
Fig. 1 is a flow chart of an alternative model deployment method of a water supply and drainage line according to an embodiment of the invention, as shown in fig. 1, the method comprising the steps of:
s102, obtaining a well form, and determining an inspection well model based on form data of the well form;
step S104, controlling the inspection well model to rotate by a preset angle along the water supply and drainage line, wherein the preset angle is obtained based on a vector between a plane point and a foot drop point, and the foot drop point is the closest point of a pre-extracted road design central line and the plane point;
step S106, acquiring a pipeline table, and determining water supply and drainage pipeline linear data, pipeline types and pipeline data based on table data of the pipeline table;
step S108, determining a pipeline model based on the water supply and drainage pipeline linear data, the pipeline type and the pipeline data;
and S110, deploying the inspection well model and the pipeline model which rotate by a preset angle on a water supply and drainage line.
Through the steps, the well table can be obtained firstly, and the inspection well model is determined based on the table data of the well table; the method comprises the steps of controlling an inspection well model to rotate by a preset angle along a water supply and drainage line, then obtaining a pipeline table, determining water supply and drainage pipeline linear data, pipeline types and pipeline data based on the table data of the pipeline table, determining a pipeline model based on the water supply and drainage pipeline linear data, the pipeline types and the pipeline data, and deploying the inspection well model and the pipeline model which rotate by the preset angle on the water supply and drainage line, wherein the preset angle is obtained based on a vector between a plane point and a foot drop point, and the foot drop point is the closest point of a pre-extracted road design central line and the plane point. In the embodiment, the corresponding model can be automatically created through the acquired well table and pipeline table data, the automatic model creation operation on the water supply and drainage line is realized, invalid data is automatically filtered, the model precision is ensured, and the modeling efficiency is effectively improved, so that the technical problem of low modeling efficiency in the process of designing the water supply and drainage model in the related technology is solved.
The present invention will be described in detail below with reference to the above-described embodiments.
Step S102, a well table is obtained, and an inspection well model is determined based on table data of the well table.
The well form in this embodiment may include project design data of the water supply and drainage line, the well form may be an externally input form, or a form built in the system/software, and the type of the form may be an Excel form, and the form data of the well form is imported by obtaining a storage location path of the well form and connecting corresponding nodes of the well form. The well table of the present embodiment may include, but is not limited to: a well table of the well is examined.
Optionally, the step of determining the inspection well model based on the well table data comprises: acquiring a well number, a designed well bottom elevation, a node design elevation and specification parameters in a well table to obtain table data; preprocessing the form data by adopting a preset parameter storage platform to obtain preprocessed spatial three-dimensional coordinate points and family models with the same name in specification parameters, wherein the spatial three-dimensional coordinate points are used for positioning the initial deployment position of the inspection well, and each family model represents a single component of the inspection well; and determining a plurality of inspection well models by combining the spatial three-dimensional coordinate points and the family models with the same name in the specification parameters.
In the present embodiment, the well number refers to coded data of each well object to be designed, the number of the well objects designed in the present embodiment is often large, and a specific coding scheme of the well number is not limited, for example, an alphanumeric coding scheme is set, such as ZD-1, ZD-2, and ZD-3. And for the design bottom hole elevation, it may refer to the elevation parameter of the bottom hole of each well object, e.g., 10.1, etc. For nodal design elevation, it may refer to an elevation parameter, e.g., 11.5, for each node of each well object. For specification parameters may include diameter and height parameters of the well object, for example, 7300mm by 3200 mm.
Fig. 2 is a schematic diagram of table data of an extracted well table according to an embodiment of the present invention, as shown in fig. 2, the well table includes 18 sets of parameters, and each set of parameters of the well table includes, in addition to the well number (e.g., ZD-1, ZD-2.. ZD-18 in fig. 2), the bottom hole elevation (e.g., 10.1, 10.48.. 11.62 in fig. 2), the node design elevation (e.g., 11.5, 11.59.. 12.72 in fig. 2), and the specification (e.g., 7300 × 3200, 2000 × 2000 in fig. 2), further including: a serial number, an abscissa Y, an ordinate X, a node natural elevation, and a well map number, wherein the serial number refers to a code of a parameter for each group of well objects, e.g., 1, 2, 3.. N; the horizontal coordinate and the vertical coordinate can refer to the specific design coordinate position of the well object; the natural elevation of the node can refer to elevation parameters of each node of the well object, and is generally smaller than the designed elevation parameters of the node; and the well map number may refer to a specific attribute of the well object, such as a power straight well, a tee power well, a removable cover plate, and the like.
After the table data of the well table is imported, the table data may be preprocessed, and the preprocessing in this embodiment may include, but is not limited to: sorting the table data, deleting the first row of header annotation characters of the imported data, and converting the data into rows and columns.
In this embodiment, the design parameter values of the single/same type models can be modified one by one/in batches for the imported table data.
It should be noted that after the preprocessing operation is completed, the spatial three-dimensional coordinate point may be determined through the XYZ three-item data in the table, the XYZ three-item data is selected, the XY uses the relative coordinate to subtract the corresponding value, and the obtained value obtains the spatial three-dimensional coordinate point through the designated node.
It should be noted that, after the preprocessing operation is completed, the same name family can be found through the specification column in the table data, that is, the same name family with the same name can be found by selecting the text content of the specification column. Wherein each family model represents a single body component of the inspection well, and then a plurality of inspection well models can be determined by combining the three-dimensional coordinate points of the space and the family models with the same name in the specification parameters.
Optionally, after obtaining the table data, the method further includes: based on the pre-extracted atlas number, creating a family model associated with each inspection well by adopting preset building software; responding to a first input instruction, adding instance parameters to the height dimension of the well chamber and the height dimension of the shaft of each inspection well to obtain a height dimension parameter of the well chamber and a height dimension parameter of the shaft, wherein the height dimension parameter of the well chamber is used for determining the height of the well chamber of the inspection well model, and the height dimension parameter of the shaft is used for determining the height of the shaft of the inspection well model; and creating a building project file, and loading a plurality of family models and a pre-extracted road design center line file in the building project file, wherein the road design center line file is extracted based on the received form matching drawing, and the road design center line file is used for determining a road design center line.
The preset building software may include multiple types, and the preset building software in this embodiment may be Revit series software; the atlas number may refer to an identification code corresponding to a line diagram associated with a water supply and drainage line to be created, and the water supply and drainage pipeline engineering and project facilities are identified by the atlas number, for example, the atlas number is: 06MS201 drainage pipeline engineering and ancillary facilities. After the atlas number is obtained, a conventional family model associating each well object (exemplified by a manhole in the embodiment) is created through preset building software, and example parameters are added to the height dimension of the well room and the height dimension of the shaft, wherein the family file name in the embodiment can be kept in a same column with the specification in the well table, so that later-stage program calling is facilitated.
It should be noted that, in this embodiment, after example parameters are added to the height dimension of the well chamber and the height dimension of the well bore of each inspection well to obtain the height dimension parameter of the well chamber and the height dimension parameter of the well bore, a building project file may be created in preset building software, and the created family model and a road design centerline file extracted in advance may be loaded in the building project file. In this embodiment, the road design centerline file may be obtained by separately extracting, by drawing software (e.g., CAD software), drawing contents of a received project matching drawing, where the project matching drawing may be a drawing file matched with the obtained well form and the obtained pipeline form, and the file format of the road design centerline file in this embodiment may include multiple types, for example, a dwg file output by the drawing software.
The family models created in the construction project file may include various types, for example, fig. 3(a), 3(b) and 3(c) illustrate three different created parameterized family models, respectively, wherein fig. 3(a) is a box body with a square upper surface and a rectangular lower surface and has a top and bottom structure; and FIG. 3(b) is a model showing the shape of the coupling member including the upper two cylinders and the bent ports designed for coupling; and fig. 3(c) is a model of a connecting member in a rectangular parallelepiped shape including two small upper cylinders and a rectangular parallelepiped lower.
In this embodiment, calling of a self-contained model (an air pipe, a pipeline, a cable bridge) and a custom family model (self-built according to the actual engineering) of a preset pouring system is supported, and classification and creation of each professional model into different system types are supported.
In the embodiment, the one-key arrangement of the water supply and drainage line can be realized by combining the software native node function and the established python script secondary development, so that the purpose of establishing the water supply and drainage line model is achieved.
Optionally, after determining the model wellbore height of the inspection well model, the method further includes: acquiring a designed bottom elevation and a node designed elevation of each inspection well in the form data; calculating a data difference value between the designed bottom elevation and the node design elevation; and adjusting the model shaft height of the inspection well based on the data difference.
In this embodiment, after the height of the shaft is reached, two rows of data including the selected bottom elevation and the node design elevation are used to calculate a difference between the two data, and then the numerical value of the group model parameter of the preset inspection well placed in advance is modified to adjust the height of the shaft of the inspection well.
Alternatively, after the road design center line file is loaded in the building project file, the method further includes: extracting a road design center line based on the road design center line file; obtaining a target plane determined by an X axis and a Y axis in the space three-dimensional coordinate points, and determining plane points of the space three-dimensional coordinate points on the target plane; inquiring the closest point of the road design center line and the plane point to obtain a drop foot point on the road design center line; determining a tangent line of a drop foot point; and calculating an angle between the tangent line and the Z vector by taking the Z vector represented by the Z axis in the spatial three-dimensional coordinate point as an axis to obtain a preset angle.
In the embodiment, the inspection well can be rotated by a preset angle, so that the direction of the inspection well is vertical to the direction of an actual road route.
It should be noted that, in the process of picking up the road design center line in this embodiment, a road design center line file imported from preset building project software (such as Revit) may be picked up to obtain a road design center line, a geometric figure usable by a data storage platform (for example, Dynamo software) is obtained, then, points of key positions on a multi-segment line Curve (PolyCurve) in the road design center line may be obtained, and then, the points are connected in series to generate a nurbcurve (non-uniform Curve), and the nurbcurve is converted into a Curve type that is convenient for later use.
When determining a plane point of a three-dimensional coordinate point on a target plane, the plane point may refer to two columns of XY data input, and a point on a corresponding plane is generated to obtain a plane point. After the plane point is obtained, the closest point (foot) between the plane point and the design center is found.
After the plane point and the foot drop point are obtained, the rotation angle can be calculated, a vector 1 between the plane point and the foot drop point is obtained, then the angles of the vector 1 and an X vector (right and right) around a Z vector as an axis (an included angle between a line and the X vector when viewed on the plane) are obtained, and the angle to be rotated is obtained.
And step S104, controlling the inspection well model to rotate by a preset angle along the water supply and drainage line, wherein the preset angle is obtained based on a vector between a plane point and a foot drop point, and the foot drop point is the closest point of a pre-extracted road design central line and the plane point.
Optionally, the step of controlling the manhole model to rotate by a preset angle along the water supply and drainage line includes: on the basis of the preset angle, increasing or decreasing a preset angle threshold value to obtain an angle parameter to be adjusted; calculating an absolute value of an angle parameter to be adjusted to obtain a target adjustment angle; and controlling the inspection well model to rotate to a target adjustment angle along the water supply and drainage line.
The preset angle threshold may be preset, and is not limited to the specific embodiment of the present invention, for example, 90 degrees, that is, +/-90 degrees of the selected angle is calculated, then the absolute value of the angle is calculated, and finally the manhole model is rotated to the correct angle.
Through the embodiment, the method explains how to obtain the inspection well model through the extracted form data and the road design matching drawing, and the inspection well model is rotated by a preset angle to be placed at a correct position. Another model on the water supply and drainage line model, a pipe model, is explained below.
And step S106, acquiring a pipeline table, and determining water supply and drainage pipeline linear data, pipeline types and pipeline data based on table data of the pipeline table.
In this embodiment, the table of the pipeline may include a plurality of sets of parameter data, and each set of parameter data may include, but is not limited to: the number, the starting point number, the end point number, the length of the pipeline, the pipe diameter (mm), the starting point ground elevation (mm), the end point ground elevation (mm), the starting point inner bottom elevation (mm), the end point inner bottom elevation (mm), the starting point inner top, the end point inner top, the starting point burial depth (m) and the end point burial depth (m), wherein the pipe diameter can refer to the diameter parameter of the pipeline.
Optionally, the step of determining the water supply and drainage pipeline straight line data, the pipeline type and the pipeline data based on the table data of the pipeline table includes: searching an abscissa and an ordinate which are related to the same well number in the well table according to the same well number in the well table, wherein the abscissa and the ordinate are used for determining a starting point three-dimensional position and an end point three-dimensional position of each pipeline in the pipeline table; determining the linear data of the water supply and drainage pipeline based on the three-dimensional position of the starting point and the three-dimensional position of the end point; and acquiring the pipeline elevation and the pipeline diameter parameters in the pipeline table, and determining pipeline data.
Optionally, in this embodiment, the horizontal coordinates and the vertical coordinates corresponding to the well numbers may be matched, the horizontal coordinates and the vertical coordinates of the starting point and the ending point in the pipeline table data are not given, and the corresponding XY in the inspection well table needs to be found out according to the same well numbers. After the abscissa and the ordinate are obtained, the three-dimensional positions of the starting point and the end point can be determined according to the XY value and the Z value of the pipeline table, and finally the starting point and the end point are connected into a straight line to determine the straight line data of the water supply and drainage pipeline.
And step S108, determining a pipeline model based on the water supply and drainage pipeline linear data, the pipeline type and the pipeline data.
After the pipeline model is determined, the pipeline model may be placed, in this embodiment, a Revit API may be called to generate a statement of the pipeline, and the obtained straight line, the pipeline type, the system type, the elevation, and the diameter are input to generate a corresponding pipeline model.
And step S110, deploying the inspection well model and the pipeline model which rotate by preset angles on a water supply and drainage line.
According to the embodiment of the invention, the inspection well model and the pipeline model which rotate by the preset angle can be deployed on the water supply and drainage line, and particularly, the inspection well model and the pipeline model are deployed on the water supply and drainage line model in software.
Optionally, this embodiment also supports arranging the monomer models according to the fixed pile number/equal spacing.
Optionally, the embodiment further supports statistical engineering quantity, pipeline length information, pipe well number information and the like.
Through the embodiment, all the corresponding models can be generated in the preset building software through automatic processing of the imported well table and the imported pipeline table, model creation and table linkage are supported to realize one-key rollover, invalid data is automatically filtered, model precision is guaranteed, and modeling efficiency is effectively improved.
The invention is described below in connection with an alternative embodiment.
Fig. 4 is a schematic diagram of an alternative water supply and drainage model building method according to an embodiment of the present invention, as shown in fig. 4, for an imported excel table (corresponding to the well table and the pipeline table), then reading data by Dynamo and preprocessing (preprocessing includes, but is not limited to, sorting table data, deleting the first row header annotation text of imported data, converting data into rows and columns), then respectively building a monomer component model (corresponding to the inspection well model of the first embodiment) and a linear component model (corresponding to the pipeline model), when building the monomer component model, determining a three-dimensional point position by XYZ in the table, combining the three-dimensional point position and a pre-extracted road design centerline, making a foot on the placement point and the centerline, then analyzing a tangent line of the foot point on the centerline, and then calculating a degree of an included angle between the tangent line and the right (i.e. determining a preset angle of the first embodiment), the position for placing the inspection well model can be determined through the position of the three-dimensional point, then the inspection well model is placed, the model parameters, the size, the well number and the plane placing angle are modified (corresponding to the control of the inspection well model to rotate a preset angle along a water supply and drainage line); when the linear member model is established, the serial numbers of the starting and ending point pipelines can be determined, then the positions of the starting and ending points are determined, and the pipeline model is placed on the basis of the positions of the starting and ending points; after the inspection well model and the pipeline model are placed, whether the models are correct or not is checked, the number is checked, and the fact that the models are correct and the number is consistent is determined that the water supply and drainage line model is built.
In the embodiment, when the water supply and drainage line model is built, Dynamo is started firstly, the Dynamo automatically processes data and geometric figures through the logical relationship between nodes on the basis of graphical nodes, and a water supply and drainage line model configuration program can be built in a mode of combining the software native node function and the user-defined python script secondary development, so that the purpose of building the water supply and drainage model is achieved.
It should be noted that the native nodes in this embodiment are nodes containing built-in functions, each native node has a corresponding function, and the classification according to the node functions includes: geometry, ImportExport, List, Math, Revit, String. The following nodes are more commonly used for example: the Excel importation and export, the family monomer model placement, the family parameter value modification, the point-line-surface processing and the like, and a plurality of operations relative to the bottom layer can be hidden by using the native node to avoid the repeated development of the same function, so that the program building time is saved.
Meanwhile, the self-defined python script in the embodiment supports the self-defined script to realize the functions which cannot be provided by the native node, has stronger connectivity, and supports common programming structures such as circulation, complex conditional branching, recursion and the like.
The complete RevitAPI can be called through the customized python script, operability of Dynamo on Revit electromechanical module commands can be expanded through the customized python in the embodiment, libraries written in other programming languages can be rapidly introduced through the model, and the RevitAPI library is loaded for use in such a mode.
The invention is described below in connection with an alternative embodiment.
Example two
The embodiment provides a model deployment device of a water supply and drainage line, which comprises a plurality of implementation units, wherein each implementation unit corresponds to each implementation step in the first embodiment.
FIG. 5 is a schematic diagram of an alternative model deployment apparatus for a water supply and drain line, according to an embodiment of the invention, which may include, as shown in FIG. 5: a first acquisition unit 51, a control unit 53, a second acquisition unit 55, a determination unit 57, a deployment unit 59, wherein,
a first obtaining unit 51, configured to obtain a well table, and determine an inspection well model based on table data of the well table;
the control unit 53 is used for controlling the inspection well model to rotate by a preset angle along the water supply and drainage line, wherein the preset angle is obtained based on a vector between a plane point and a foot drop point, and the foot drop point is the closest point of a pre-extracted road design central line and the plane point;
a second obtaining unit 55, configured to obtain a pipeline table, and determine water supply and drainage pipeline straight line data, a pipeline type, and pipeline data based on table data of the pipeline table;
a determining unit 57, configured to determine a pipeline model based on the water supply and drainage pipeline straight line data, the pipeline type, and the pipeline data;
and the deployment unit 59 is used for deploying the inspection well model and the pipeline model which rotate by preset angles on the water supply and drainage line.
The model deployment device for the water supply and drainage line can firstly acquire a well table through the first acquisition unit 51, and determine an inspection well model based on table data of the well table; the inspection well model is controlled to rotate by a preset angle along the water supply and drainage line through the control unit 53, then the pipeline table is obtained through the second obtaining unit 55, water supply and drainage pipeline linear data, the pipeline type and the pipeline data are determined based on the table data of the pipeline table, the pipeline model is determined through the determining unit 57 based on the water supply and drainage pipeline linear data, the pipeline type and the pipeline data, and the inspection well model and the pipeline model which rotate by the preset angle are deployed on the water supply and drainage line through the deploying unit 59, wherein the preset angle is obtained based on a vector between a plane point and a foot drop point, and the foot drop point is the closest point of a pre-extracted road design center line and the plane point. In the embodiment, the corresponding model can be automatically created through the acquired well table and pipeline table data, the automatic model creation operation on the water supply and drainage line is realized, invalid data is automatically filtered, the model precision is ensured, and the modeling efficiency is effectively improved, so that the technical problem of low modeling efficiency in the process of designing the water supply and drainage model in the related technology is solved.
Optionally, the first obtaining unit includes: the first acquisition module is used for acquiring well numbers, designed bottom elevation, node design elevation and specification parameters in the well table to obtain table data; the system comprises a preprocessing module, a parameter storage platform and a parameter storage module, wherein the preprocessing module is used for preprocessing form data by adopting the preset parameter storage platform to obtain preprocessed spatial three-dimensional coordinate points and family models with the same name in specification parameters, the spatial three-dimensional coordinate points are used for positioning the initial deployment position of an inspection well, and each family model represents a single component of the inspection well; and the first determination module is used for determining a plurality of inspection well models by combining the spatial three-dimensional coordinate points and the family models with the same name in the specification parameters.
Optionally, the model deployment apparatus for a water supply and drainage line further includes: the first creating unit is used for creating a family model related to each inspection well by adopting preset building software based on the pre-extracted atlas number after the tabular data are obtained; the response unit is used for responding to the first input instruction, adding instance parameters to the height dimension of the well chamber and the height dimension of the shaft of each inspection well to obtain a height dimension parameter of the well chamber and a height dimension parameter of the shaft, wherein the height dimension parameter of the well chamber is used for determining the height of the well chamber of the inspection well model, and the height dimension parameter of the shaft is used for determining the height of the shaft of the inspection well model; and the second creating unit is used for creating a building project file and loading a plurality of family models and a pre-extracted road design center line file in the building project file, wherein the road design center line file is extracted based on the received form matching drawing, and the road design center line file is used for determining a road design center line.
Optionally, the model deployment apparatus for a water supply and drainage line further includes: the third obtaining unit is used for obtaining the designed bottom elevation and the node designed elevation of each inspection well in the table data after the model shaft height of the inspection well model is determined; the first calculation unit is used for calculating a data difference value between the designed bottom elevation and the node design elevation; and the adjusting unit is used for adjusting the height of the model shaft of the inspection well based on the data difference.
Optionally, the model deployment apparatus for a water supply and drainage line further includes: the extraction unit is used for extracting a road design center line based on the road design center line file after the road design center line file is loaded in the construction project file; a fourth acquiring unit, configured to acquire a target plane determined by the X axis and the Y axis among the spatial three-dimensional coordinate points, and determine a plane point of the spatial three-dimensional coordinate point on the target plane; the query unit is used for querying the closest point of the road design central line and the plane point to obtain a drop foot point on the road design central line; the second determining module is used for determining a tangent line of the drop foot point; and the second calculation unit is used for calculating an angle between the tangent line and the Z vector by taking the Z vector represented by the Z axis in the three-dimensional coordinate point as an axis to obtain a preset angle.
Optionally, the control unit includes: the adjusting module is used for increasing or decreasing a preset angle threshold value on the basis of a preset angle to obtain an angle parameter to be adjusted; the first calculation module is used for calculating the absolute value of the angle parameter to be adjusted to obtain a target adjustment angle; and the first control module is used for controlling the inspection well model to rotate to a target adjustment angle along the water supply and drainage line.
Optionally, the determining unit includes: the searching module is used for searching an abscissa and an ordinate which are related to the same well number in the well table according to the same well number in the well table, wherein the abscissa and the ordinate are used for determining a starting point three-dimensional position and an end point three-dimensional position of each pipeline in the pipeline table; the third determining module is used for determining the linear data of the water supply and drainage pipeline based on the three-dimensional position of the starting point and the three-dimensional position of the end point; and the fourth determining module is used for acquiring the pipeline elevation and the pipeline diameter parameters in the pipeline table and determining the pipeline data.
The model deployment device of the water supply and drainage line may further include a processor and a memory, the first acquiring unit 51, the control unit 53, the second acquiring unit 55, the determining unit 57, the deployment unit 59, and the like are stored in the memory as program units, and the processor executes the program units stored in the memory to implement corresponding functions.
The processor comprises a kernel, and the kernel calls a corresponding program unit from the memory. The inner core can be provided with one or more than one, and the inspection well model and the pipeline model which are rotated by preset angles are deployed on the water supply and drainage line by adjusting the parameters of the inner core.
The memory may include volatile memory in a computer readable medium, Random Access Memory (RAM) and/or nonvolatile memory such as Read Only Memory (ROM) or flash memory (flash RAM), and the memory includes at least one memory chip.
According to another aspect of the embodiments of the present invention, there is also provided an electronic device, including: a processor; and a memory for storing executable instructions for the processor; wherein the processor is configured to perform any of the above-described model deployment methods of a water supply and drain line via execution of executable instructions.
According to another aspect of the embodiments of the present invention, there is also provided a computer-readable storage medium, which includes a stored computer program, wherein when the computer program runs, the apparatus where the computer-readable storage medium is located is controlled to execute any one of the above-mentioned model deployment methods for a water supply and drainage line.
The present application further provides a computer program product adapted to perform a program for initializing the following method steps when executed on a data processing device: acquiring a well form, and determining an inspection well model based on form data of the well form; controlling the inspection well model to rotate by a preset angle along the water supply and drainage line, wherein the preset angle is obtained based on a vector between a plane point and a foot drop point, and the foot drop point is the closest point of a pre-extracted road design central line and the plane point; acquiring a pipeline table, and determining water supply and drainage pipeline linear data, pipeline types and pipeline data based on table data of the pipeline table; determining a pipeline model based on the water supply and drainage pipeline linear data, the pipeline type and the pipeline data; and deploying the inspection well model and the pipeline model which rotate by preset angles on the water supply and drainage line.
Fig. 6 is a block diagram of a hardware structure of an electronic device (or a mobile device) of a model deployment method of a water supply and drainage line according to an embodiment of the present invention. As shown in fig. 6, the electronic device may include one or more (shown as 602a, 602b, … …, 602 n) processors 602 (the processors 602 may include, but are not limited to, a processing device such as a microprocessor MCU or a programmable logic device FPGA), and memory 604 for storing data. Besides, the method can also comprise the following steps: a display, an input/output interface (I/O interface), a Universal Serial Bus (USB) port (which may be included as one of the ports of the I/O interface), a network interface, a keyboard, a power supply, and/or a camera. It will be understood by those skilled in the art that the structure shown in fig. 6 is only an illustration and is not intended to limit the structure of the electronic device. For example, the electronic device may also include more or fewer components than shown in FIG. 6, or have a different configuration than shown in FIG. 6. The above-mentioned serial numbers of the embodiments of the present invention are merely for description and do not represent the merits of the embodiments.
The above-mentioned serial numbers of the embodiments of the present invention are merely for description and do not represent the merits of the embodiments.
In the above embodiments of the present invention, the description of each embodiment has its own emphasis, and reference may be made to the related description of other embodiments for parts that are not described in detail in a certain embodiment.
In the embodiments provided in the present application, it should be understood that the disclosed technology can be implemented in other ways. The above-described embodiments of the apparatus are merely illustrative, and for example, the division of the units may be a logical division, and in actual implementation, there may be another division, for example, multiple units or components may be combined or integrated into another system, or some features may be omitted, or not executed. In addition, the shown or discussed mutual coupling or direct coupling or communication connection may be an indirect coupling or communication connection through some interfaces, units or modules, and may be in an electrical or other form.
The units described as separate parts may or may not be physically separate, and parts displayed as units may or may not be physical units, may be located in one place, or may be distributed on a plurality of units. Some or all of the units can be selected according to actual needs to achieve the purpose of the solution of the embodiment.
In addition, functional units in the embodiments of the present invention may be integrated into one processing unit, or each unit may exist alone physically, or two or more units are integrated into one unit. The integrated unit can be realized in a form of hardware, and can also be realized in a form of a software functional unit.
The integrated unit, if implemented in the form of a software functional unit and sold or used as a stand-alone product, may be stored in a computer readable storage medium. 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 Read-Only Memory (ROM), a Random Access Memory (RAM), a removable hard disk, a magnetic or optical disk, and other various media capable of storing program codes.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (10)
1. A model deployment method of a water supply and drainage line is characterized by comprising the following steps:
acquiring a well form, and determining an inspection well model based on form data of the well form;
controlling the inspection well model to rotate by a preset angle along a water supply and drainage line, wherein the preset angle is obtained based on a vector between a plane point and a foot drop point, and the foot drop point is the closest point of a pre-extracted road design central line and the plane point;
acquiring a pipeline table, and determining water supply and drainage pipeline linear data, pipeline types and pipeline data based on table data of the pipeline table;
determining a pipeline model based on the water supply and drainage pipeline linear data, the pipeline type and the pipeline data;
and deploying the inspection well model and the pipeline model which rotate by the preset angle on a water supply and drainage line.
2. The method of claim 1, wherein the step of determining an inspection well model based on the well table data comprises:
acquiring a well number, a designed bottom elevation, a node design elevation and specification parameters in the well table to obtain the table data;
preprocessing the table data by adopting a preset parameter storage platform to obtain a preprocessed space three-dimensional coordinate point and a family model with the same name in the specification parameters, wherein the space three-dimensional coordinate point is used for positioning the initial deployment position of the inspection well, and each family model represents a single component of one inspection well;
and determining a plurality of inspection well models by combining the spatial three-dimensional coordinate points and the family models with the same name in the specification parameters.
3. The method of claim 2, after obtaining the tabular data, further comprising:
based on the pre-extracted atlas number, creating a family model associated with each inspection well by adopting preset building software;
adding instance parameters to the chamber height dimension and the shaft height dimension of each inspection well in response to a first input instruction to obtain a chamber height dimension parameter and a shaft height dimension parameter, wherein the chamber height dimension parameter is used for determining the chamber height of the inspection well model, and the shaft height dimension parameter is used for determining the shaft height of the inspection well model;
and creating a building project file, and loading a plurality of family models and a pre-extracted road design center line file in the building project file, wherein the road design center line file is extracted based on a received form matching drawing, and the road design center line file is used for determining the road design center line.
4. The method of claim 3, further comprising, after determining the model wellbore height for the manhole model:
acquiring a designed bottom hole elevation and a node designed elevation of each inspection well in the table data;
calculating a data difference value between the designed bottom hole elevation and the node design elevation;
and adjusting the model wellbore height of the inspection well based on the data difference.
5. The method of claim 3, further comprising, after loading the road design centerline file in the construction project file:
extracting a road design center line based on the road design center line file;
obtaining a target plane determined by an X axis and a Y axis in the space three-dimensional coordinate points, and determining plane points of the space three-dimensional coordinate points on the target plane;
inquiring the closest point of the road design center line and the plane point to obtain a drop foot point on the road design center line;
determining a tangent line of the drop foot point;
and calculating an angle between the tangent line and the Z vector by taking the Z vector represented by the Z axis in the three-dimensional spatial coordinate point as an axis to obtain the preset angle.
6. The method of claim 1, wherein the step of controlling the manhole model to rotate a preset angle along the water supply and drainage line comprises:
on the basis of the preset angle, increasing or decreasing a preset angle threshold value to obtain an angle parameter to be adjusted;
calculating an absolute value of the angle parameter to be adjusted to obtain a target adjustment angle;
and controlling the inspection well model to rotate to the target adjustment angle along the water supply and drainage line.
7. The method of claim 1, wherein the step of determining water supply and drainage pipeline line data, pipeline type and pipeline data based on the table data of the pipeline table comprises:
searching an abscissa and an ordinate in the well table, which are associated with the same well number, according to the same well number in the well table, wherein the abscissa and the ordinate are used for determining a starting point three-dimensional position and an ending point three-dimensional position of each pipeline in the pipeline table;
determining the water supply and drainage pipeline straight line data based on the starting point three-dimensional position and the end point three-dimensional position;
and acquiring the pipeline elevation and the pipeline diameter parameters in the pipeline table, and determining the pipeline data.
8. A model deployment apparatus for a water supply and drainage line, comprising:
the system comprises a first acquisition unit, a second acquisition unit and a control unit, wherein the first acquisition unit is used for acquiring a well table and determining an inspection well model based on table data of the well table;
the control unit is used for controlling the inspection well model to rotate by a preset angle along the water supply and drainage line, wherein the preset angle is obtained based on a vector between a plane point and a foot drop point, and the foot drop point is the closest point of a pre-extracted road design central line and the plane point;
the second acquisition unit is used for acquiring a pipeline table and determining water supply and drainage pipeline linear data, pipeline types and pipeline data based on table data of the pipeline table;
the determining unit is used for determining a pipeline model based on the water supply and drainage pipeline linear data, the pipeline type and the pipeline data;
and the deployment unit is used for deploying the inspection well model and the pipeline model which rotate by the preset angle on a water supply and drainage line.
9. An electronic device, comprising:
a processor; and
a memory for storing executable instructions of the processor;
wherein the processor is configured to perform the model deployment method of a water supply and drain line of any of claims 1 to 7 via execution of the executable instructions.
10. A computer-readable storage medium, comprising a stored computer program, wherein the computer program, when executed, controls an apparatus in which the computer-readable storage medium is located to perform the model deployment method for a water supply and drainage line of any one of claims 1 to 7.
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