CN114936396A - Automatic dredging engineering quantity generation method based on Civil3D - Google Patents
Automatic dredging engineering quantity generation method based on Civil3D Download PDFInfo
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Abstract
The invention discloses a Civil 3D-based automatic dredging engineering quantity generation method, which comprises the following steps of: a1: sending a prompt message to a user to prompt the user to select the created dredging road; a2: creating a two-dimensional auxiliary curved surface according to the dredging road fed back by the user; a3: sending a prompt message to a user to prompt the user to select a current terrain curved surface; a4: creating a three-dimensional volume curved surface, and transmitting the address of the current terrain curved surface and the two-dimensional auxiliary curved surface to the three-dimensional volume curved surface to obtain a volume curved surface of the dredging engineering volume; a5: and obtaining the dredging engineering quantity of each part by using the viewing attribute of Civil3D according to the dredging engineering quantity volume curved surface. The method can realize the rapid automatic statistics of the total dredging engineering quantity and automatically generate the dredging volume, the material, the total volume table, the webpage volume report table and the volume panel.
Description
Technical Field
The invention relates to the technical field of automatic statistics of dredging engineering quantity, in particular to a Civil 3D-based automatic dredging engineering quantity generation method.
Background
The current statistical method for dredging engineering quantity mainly comprises the following steps:
1. manually drawing closed structure boundary multi-section lines or filling structures one by one, manually counting one by one sections, inputting the counted result into an excel table, calculating the volume between two adjacent sections by using a trapezoidal volume method, and finally accumulating all the volumes to obtain the total dredging engineering quantity.
2. On the basis of Civil3D, drawing and sectioning of a ground line and a renovation building structure line can be basically met through secondary development of a part SAC, and engineering quantity statistics is realized.
At present, the statistics of the engineering quantity is divided into the following modes according to different habits:
(1) the engineering quantity is counted one by adopting a manual section area filling method, so that the workload is huge and the efficiency is extremely low;
(2) the method is suitable for Civil3D self-contained field slope-releasing method statistics, but the slope-releasing method is difficult to solve the problems of dredging with gradient and the engineering quantity of renovated buildings, and the calculation result cannot be checked;
(3) calculating the engineering quantity by means of earth and stone software during flying, wherein CAD modeling is required, and a construction drawing cannot be automatically generated;
(4) the engineering quantity is calculated by a method of extracting all entities from a road by Civil3D, the entities forming all components of the road need to be manually clicked, the engineering quantity of local components is obtained, the engineering quantity of each section cannot be output and checked, and all the constructed objects need to be extracted from the road for accumulation to obtain the total engineering quantity of the structure; in most cases, the road extraction is not body and cannot be used for engineering quantity statistics.
In view of this, the present application is specifically made.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the prior art can not realize rapid automatic statistics on the total dredging engineering quantity, and aims to provide a Civil 3D-based automatic dredging engineering quantity generation method which can realize rapid automatic statistics on the total dredging engineering quantity by clicking a button.
The invention is realized by the following technical scheme:
a Civil 3D-based dredging engineering quantity automatic generation method comprises the following steps;
a1: sending a prompt message to a user to prompt the user to select the created dredging road;
a2: creating a two-dimensional auxiliary curved surface according to the dredged road fed back by the user;
a3: sending a prompt message to a user to prompt the user to select a current terrain curved surface;
a4: creating a three-dimensional volume curved surface, and transmitting the address of the current terrain curved surface and the two-dimensional auxiliary curved surface to the three-dimensional volume curved surface to obtain a dredging engineering volume curved surface;
a5: and obtaining the dredging engineering quantity of each part by using the Civil3D viewing attribute according to the dredging engineering quantity volume curved surface.
As a further description of the present invention,
the two-dimensional auxiliary curved surface includes: designing a two-dimensional auxiliary curved surface for grooving and a two-dimensional auxiliary curved surface for over-excavation in dredging;
before A2, the method comprises the following steps: and defining the names of the two-dimensional auxiliary curved surface for dredging the designed digging groove and the two-dimensional auxiliary curved surface for dredging the super-digging.
As a further description of the present invention,
the A2 includes:
traversing all entity structure points in the dredging road fed back by the user, and extracting basic information of each entity structure point to obtain a basic information base of the entity structure points;
classifying and sequencing all the entity structure points according to the basic information base to obtain a dredging design excavating point list, a dredging over-excavating point list, a dredging design excavating boundary point list and a dredging over-excavating boundary point list;
creating a dredging design trenching two-dimensional curved surface, transmitting the names of all the dredging design trenching points in the dredging design trenching point list and the dredging design trenching two-dimensional auxiliary curved surface to the dredging design trenching two-dimensional curved surface, and setting the boundary of the dredging design trenching two-dimensional curved surface according to the dredging design trenching boundary point list to obtain the dredging design trenching two-dimensional auxiliary curved surface;
and creating a dredging over-excavation two-dimensional curved surface, transmitting all the names of the dredging over-excavation points in the dredging over-excavation point list and the dredging over-excavation two-dimensional auxiliary curved surface to the dredging over-excavation two-dimensional curved surface, and setting the boundary of the dredging over-excavation two-dimensional curved surface according to the dredging over-excavation boundary point list to obtain the dredging over-excavation two-dimensional auxiliary curved surface.
As a further description of the present invention,
the basic information of the entity structure point includes: coordinates and stake numbers of the entity structure points;
the classification of the entity structure points comprises the following steps:
for each physical structure point, perform a 21-a 25:
a21: judging the type of the entity structure point according to the coordinate of the entity structure point;
a22: if the solid structure points are dredging design trenching structure points, putting the solid structure points into a dredging design trenching point list;
a23: if the solid structure point is a dredging over-digging structure point, putting the solid structure point into a dredging over-digging point list;
a24: if the solid structure points are the dredging design digging groove boundary points, putting the solid structure points into a dredging design digging groove boundary point list;
a25: if the solid structure point is a dredging over-excavation boundary point, putting the solid structure point into a dredging over-excavation boundary point list;
the sequencing of the entity structure points comprises the following steps:
and respectively sequencing the solid structure points in the dredging design trenching point list, the dredging over-trenching point list, the dredging design trenching boundary point list and the dredging over-trenching boundary point list which are obtained after the classification according to the order of the pile numbers from small to large.
As a further description of the present invention,
the dredging engineering volume curved surface comprises: designing a three-dimensional volume curved surface of a digging groove and a three-dimensional volume curved surface of a dredging super-digging;
before A4, the method comprises the following steps: and defining the names of the dredging design digging groove three-dimensional volume curved surface and the dredging super-digging three-dimensional volume curved surface.
As a further description of the present invention,
the A4 includes:
creating a three-dimensional volume curved surface, transmitting the name of the three-dimensional volume curved surface of the dredging design digging groove, the two-dimensional auxiliary curved surface of the dredging design digging groove and the address of the current terrain curved surface fed back by a user to the three-dimensional volume curved surface, and defining the style of the three-dimensional volume curved surface to obtain the three-dimensional volume curved surface of the dredging design digging groove;
creating another three-dimensional volume curved surface, transmitting the name of the dredging over-excavation three-dimensional volume curved surface, the dredging over-excavation two-dimensional auxiliary curved surface and the address of the current terrain curved surface fed back by a user to the another three-dimensional volume curved surface, and defining the style of the another three-dimensional volume curved surface to obtain the dredging over-excavation three-dimensional volume curved surface;
and creating an engineering quantity automatic generation button for binding all the operation steps of automatically generating the dredging engineering quantity by one key.
As a further description of the present invention,
the method also comprises the step of automatically generating the dredging volume material, and the method comprises the following steps: and calling a Civil3D instruction to create a dredging material, set a sampling source, set a dredging design grove volume material and set a dredging over-cut volume material to obtain the dredging volume material.
As a further description of the present invention,
the automatic generation of the dredging volume material further comprises the following steps:
sending a prompt message to a user to prompt the user to add volume calculation materials;
if the feedback of the user is that the addition of the volume calculation material is confirmed, sending a prompt message to the user to prompt the user to add the dredging design digging two-dimensional auxiliary curved surface, the dredging over-digging two-dimensional auxiliary curved surface and the current terrain curved surface;
performing Boolean operation on the dredging design digging two-dimensional auxiliary curved surface, the dredging over-digging two-dimensional auxiliary curved surface and the current terrain curved surface which are added by a user to obtain a volume filling map and a table of different materials of each dredging section;
and creating an automatic dredging section volume material generation button for binding all the operation steps of automatically generating the dredging section volume material by one key.
As a further description of the present invention,
the method also comprises the steps of automatically generating a volume summary table, a volume webpage report table and a volume panel;
the automatic generation of the volume summary table comprises the following steps:
calling a Civil3D instruction to set the row data and column number of the dredging cross section engineering quantity list;
establishing a Civil3D instruction calling list;
respectively calling different Civil3D instructions according to the Civil3D instruction calling list to complete corresponding table setting to obtain the volume summary table;
the automatic generation of the volumetric webpage report comprises the following steps:
calling a Civil3D instruction to create a dredging cross section engineering quantity list to obtain the volume webpage report;
the automatically generating a volume panel comprises the steps of:
and calling a Civil3D instruction to create a dredging engineering volume panel table to obtain the volume panel.
As a further description of the present invention,
the automatically generating a volume summary table further comprises the steps of:
creating an automatic volume summary table generation button for binding all operation steps of automatically generating the volume summary table by one key;
the automatic generation of the volumetric webpage report further comprises the following steps:
creating a volume webpage report automatic generation button for binding all operation steps of automatically generating the volume webpage report by one key;
the automatically generating a volume panel further comprises the steps of:
and creating a volume panel automatic generation button for one-key binding of all operation steps of automatically generating the volume panel.
Compared with the prior art, the invention has the following advantages and beneficial effects:
1. according to the automatic dredging engineering quantity generating method based on Civil3D, provided by the embodiment of the invention, the automatic rapid statistics on the total dredging engineering quantity can be realized by creating the volume curved surface of the dredging engineering quantity and combining the viewing attribute of the Civil 3D;
2. according to the automatic dredging engineering quantity generating method based on Civil3D, provided by the embodiment of the invention, the dredging volume and material can be automatically generated by calling a Civil3D command;
3. according to the automatic dredging engineering quantity generating method based on Civil3D, provided by the embodiment of the invention, a volume total table, a volume webpage report and a volume panel can be automatically generated by calling a command based on Civil 3D;
4. according to the automatic dredging engineering quantity generating method based on Civil3D, all operation steps of automatically generating the dredging engineering quantity, automatically generating the dredging volume and material, automatically generating the volume summary table, automatically generating the volume webpage report and automatically generating the volume panel are bound to the corresponding one-key generating button, so that the operation steps are reduced, and the execution efficiency is improved.
Drawings
In order to more clearly illustrate the technical solutions of the exemplary embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and that for those skilled in the art, other related drawings can be obtained from these drawings without inventive effort.
Fig. 1 is a flow chart of a method for automatically generating a Civil 3D-based dredging project amount according to an embodiment of the present invention;
FIG. 2 is a diagram of a row and column number setting interface for a cross-sectional engineering quantity list according to an embodiment of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail below with reference to examples and accompanying drawings, and the exemplary embodiments and descriptions thereof are only used for explaining the present invention and are not meant to limit the present invention.
Examples
As shown in fig. 1, an automatic dredging engineering quantity generation method based on Civil3D provided by the embodiment of the present invention includes: the automatic generation part of the dredging engineering quantity, the automatic generation part of the dredging volume and material, and the automatic generation part of a volume summary table, a volume webpage report and a volume panel.
Wherein the content of the first and second substances,
the automatic generation of dredging engineering quantities comprises the following steps:
And step 2, establishing an object, and transmitting the dredging road selected by the user in the step 1.
And 3, defining 4 new character strings which respectively represent the name of the two-dimensional auxiliary curved surface of the dredging design digging groove, the name of the two-dimensional auxiliary curved surface of the dredging over-digging groove, the name of the three-dimensional volume curved surface of the dredging design digging groove and the name of the three-dimensional volume curved surface of the dredging over-digging groove.
And 4, defining an array, extracting all the structure entity point information of the dredged road, and storing the extracted all the entity structure point information in the array.
And 5, defining a point set list, traversing all the entity structure points in the array, extracting information such as X coordinate values, Y coordinate values, Z coordinate values, pile number values, code values, offset values and the like in the attribute values of each entity structure point, and storing the extracted attribute values in the point set list.
And 6, selecting dredging design trenching structure points from the point set list of the 5 th step, storing all the selected dredging design trenching structure points in a design trenching point list, and sequencing the dredging design trenching points of the design trenching point list according to the sequence of the pile numbers from small to large.
And 7, selecting the dredging over-excavation structure points from the point collection list of the 5 th step, storing all the selected dredging over-excavation structure points in an over-excavation point list, and sequencing the dredging over-excavation points of the over-excavation point list according to the sequence of the pile numbers from small to large.
And 8, selecting the dredging design digging groove boundary points from the point set list of the 5 th step, storing all the selected dredging design digging groove boundary points in a design digging groove boundary point list, and sequencing the dredging design digging groove boundary points of the design digging groove boundary point list according to the sequence of the pile numbers from small to large.
And 9, selecting the dredging over-excavation boundary points from the point set list of the 5 th step, storing all the selected dredging over-excavation boundary points in an over-excavation boundary point list, and sequencing the dredging over-excavation boundary points of the over-excavation boundary point list according to the sequence of pile numbers from small to large.
And step 10, building an object, creating a dredging design digging two-dimensional curved surface, transmitting all the dredging design digging points in the step 6 to the created dredging design digging two-dimensional curved surface, setting the boundary of the dredging design digging two-dimensional curved surface according to the dredging design digging point in the step 8, and submitting the object after the setting is finished.
And 11, building an object, creating a dredging over-excavation two-dimensional curved surface, transmitting all the dredging over-excavation points in the step 7 to the created dredging over-excavation two-dimensional curved surface, setting the boundary of the dredging over-excavation two-dimensional curved surface according to the dredging over-excavation boundary point in the step 9, and submitting the object after the setting is finished.
And 12, sending a prompt message 'please select the terrain curved surface' to the user to prompt the user to select the current terrain curved surface, jumping out of the loop if the selection is unsuccessful, and entering the next loop if the selection is successful.
And step 13, creating an object, creating a three-dimensional volume curved surface, transmitting the address of the terrain curved surface created in the step 12, the two-dimensional curved surface of the dredging design digging groove created in the step 10 and the name of the three-dimensional volume curved surface of the dredging design digging groove defined in the step 3 to the newly created three-dimensional volume curved surface, and defining the style of the three-dimensional volume curved surface.
And step 14, building an object, building a three-dimensional volume curved surface, transmitting the address of the terrain curved surface built in the step 12, the dredging over-excavation two-dimensional curved surface built in the step 11 and the name of the dredging over-excavation three-dimensional volume curved surface defined in the step 3 to the newly-built three-dimensional volume curved surface, defining the style of the three-dimensional volume curved surface and submitting the object.
At this time, the volume curved surface of the dredging engineering volume is created, and the user can obtain the corresponding engineering volume by looking up the attributes.
And step 15, throwing. And if any step in the steps 1 to 14 has an error, throwing an error prompt and then jumping out of the loop.
And step 16, adding an option area on an interface of the dredging engineering volume curved surface, adding an automatic dredging engineering volume generation button in the option area, and binding the functions of the steps 1 to 15 to the button to realize one-key automatic generation of the dredging engineering volume.
The automatic generation of the dredging volume and material comprises the following steps:
And step 2, giving a prompt to the user, namely adding volume calculation material according to Enter/quitting according to Esc, and quitting if the user does not operate according to the prompt. If the user presses the Enter key, the popup is popped out of the user interface, and the user can set the relevant options in the material volume according to the content displayed by the popup. It should be noted that, at this time, the user needs to be prompted to manually add the dredging engineering quantity curved surface to automatically generate the partially manufactured design digging groove, the overexcavation two-dimensional curved surface and the ground curved surface, and then boolean operation is performed, so that the volume filling map and the corresponding table of different materials of each section can be obtained.
And 3, setting a dredging design grove volume material and a dredging overbreak volume material by calling Civil3D command 'EditSampleLineGroupProps'.
And 4, throwing. And if any one of the steps 1 to 3 has an error, throwing an error prompt and then jumping out of the cycle.
And 5, adding an option area on the interface of the generated dredging volume material, adding an automatic dredging volume material generation button in the option area, and binding the functions of the steps 1 to 4 to the button to realize one-key generation of the dredging volume material.
The automatic generation of the volume summary table comprises the following steps:
step 1: call Civil3D Command "__ ECcAddTotalVolumeTable" sets the row and column numbers for the dredge cross-section engineering inventory.
Step 2: creating a command list, and adding Civil3D commands into the command list:
"_ RecSampleSectionsources", "_ RecEdiditSampleLineGroupProps" and "_ ReccAddMaterialVolumeTable", and sequentially calls the commands in the command list, and sequentially completes the setting of the popup content under different commands. The cross-sectional engineering quantity list row number setting interface is shown in FIG. 2.
And 3, step 3: and adding an option area on the volume summary table generating interface, adding a new button in the option area, and binding the functions of the step 1 and the step 2 to the button to realize the automatic generation of the volume summary table.
The automatic generation of the volume webpage report comprises the following steps:
step 1: invoking Civil3D command "___ AeccenerateQuantiteseReport" creates a cross-section engineering volume manifest.
And 2, adding a volume webpage report automatic generation button in the same option area for automatically generating the volume summary table, and binding the functions of the steps of creating the dredging material and setting the sampling source to the volume webpage report automatic generation button, so that the volume webpage report can be automatically generated.
Automatically generating a volume panel includes the steps of:
at step 1, Civil3D command "_ VOLUMESDASHBOARD" is called to create an engineering volume panel table.
And 2, adding a volume webpage report automatic generation button in the same option area for automatically generating the volume summary table, and binding the functions of the steps of creating the dredging material and setting the sampling source to the volume webpage report automatic generation button to realize the automatic generation of the volume panel.
The above-mentioned embodiments are intended to illustrate the objects, technical solutions and advantages of the present invention in further detail, and it should be understood that the above-mentioned embodiments are merely exemplary embodiments of the present invention, and are not intended to limit the scope of the present invention, and any modifications, equivalent substitutions, improvements and the like made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (10)
1. A Civil 3D-based automatic dredging engineering quantity generation method is characterized by comprising the following steps;
a1: sending a prompt message to a user to prompt the user to select the created dredging road;
a2: creating a two-dimensional auxiliary curved surface according to the dredged road fed back by the user;
a3: sending a prompt message to a user to prompt the user to select a current terrain curved surface;
a4: creating a three-dimensional volume curved surface, and transmitting the address of the current terrain curved surface and the two-dimensional auxiliary curved surface to the three-dimensional volume curved surface to obtain a dredging engineering volume curved surface;
a5: and obtaining the dredging engineering quantity of each part by using the Civil3D viewing attribute according to the dredging engineering quantity volume curved surface.
2. The Civil3D based dredging engineering volume automatic generation method according to claim 1,
the two-dimensional auxiliary curved surface includes: designing a two-dimensional auxiliary curved surface for digging a groove and a two-dimensional auxiliary curved surface for dredging and overexciting;
before A2, the method comprises the following steps: and defining the names of the two-dimensional auxiliary curved surface for dredging the designed digging groove and the two-dimensional auxiliary curved surface for dredging the super-digging.
3. Method for automated generation of Civil3D based dredging projects according to claim 2, wherein a2 comprises:
traversing all entity structure points in the dredging road fed back by the user, and extracting basic information of each entity structure point to obtain a basic information base of the entity structure points;
classifying and sequencing all entity structure points according to the basic information base to obtain a dredging design excavating point list, a dredging over-excavating point list, a dredging design excavating boundary point list and a dredging over-excavating boundary point list;
creating a dredging design digging two-dimensional curved surface, transmitting all names of dredging design digging structure points and the dredging design digging two-dimensional auxiliary curved surface in the dredging design digging point list to the dredging design digging two-dimensional curved surface, and setting the boundary of the dredging design digging two-dimensional curved surface according to the dredging design digging boundary point list to obtain the dredging design digging two-dimensional auxiliary curved surface;
and creating a dredging over-excavation two-dimensional curved surface, transmitting all the names of the dredging over-excavation points in the dredging over-excavation point list and the dredging over-excavation two-dimensional auxiliary curved surface to the dredging over-excavation two-dimensional curved surface, and setting the boundary of the dredging over-excavation two-dimensional curved surface according to the dredging over-excavation boundary point list to obtain the dredging over-excavation two-dimensional auxiliary curved surface.
4. The Civil3D based dredging engineering volume automatic generation method according to claim 3,
the basic information of the entity structure point includes: coordinates and stake numbers of the entity structure points;
the classification of the entity structure points comprises the following steps:
for each entity structure point, perform a 21-a 25:
a21: judging the type of the entity structure point according to the coordinate of the entity structure point;
a22: if the solid structure points are dredging design trenching structure points, putting the solid structure points into a dredging design trenching point list;
a23: if the solid structure point is a dredging over-digging structure point, putting the solid structure point into a dredging over-digging point list;
a24: if the solid structure points are the dredging design digging groove boundary points, putting the solid structure points into a dredging design digging groove boundary point list;
a25: if the solid structure point is a dredging over-excavation boundary point, putting the solid structure point into a dredging over-excavation boundary point list;
the sequencing of the entity structure points comprises the following steps:
and respectively sequencing the solid structure points in the dredging design trenching point list, the dredging over-trenching point list, the dredging design trenching boundary point list and the dredging over-trenching boundary point list which are obtained after the classification according to the order of the pile numbers from small to large.
5. The Civil3D based dredging engineering volume automatic generation method according to claim 3,
the dredging engineering volume curved surface comprises: designing a three-dimensional volume curved surface of a digging groove and a three-dimensional volume curved surface of a dredging super-digging;
before A4, the method comprises the following steps: and defining the names of the dredging design grooving three-dimensional volume curved surface and the dredging over-excavation three-dimensional volume curved surface.
6. Method for automatic generation of Civil3D based dredging engineering quantities according to claim 5, wherein said a4 comprises:
creating a three-dimensional volume curved surface, transmitting the name of the three-dimensional volume curved surface of the dredging design digging groove, the two-dimensional auxiliary curved surface of the dredging design digging groove and the address of the current terrain curved surface fed back by a user to the three-dimensional volume curved surface, and defining the style of the three-dimensional volume curved surface to obtain the three-dimensional volume curved surface of the dredging design digging groove;
creating another three-dimensional volume curved surface, transmitting the name of the dredging over-excavation three-dimensional volume curved surface, the dredging over-excavation two-dimensional auxiliary curved surface and the address of the current terrain curved surface fed back by a user to the another three-dimensional volume curved surface, and defining the style of the another three-dimensional volume curved surface to obtain the dredging over-excavation three-dimensional volume curved surface;
and creating an engineering quantity automatic generation button for binding all the operation steps of automatically generating the dredging engineering quantity by one key.
7. The Civil 3D-based dredging project volume automatic generation method according to claim 3, characterized by further comprising the steps of automatically generating dredging volume materials;
the automatic generation of the dredging volume material comprises the following steps: and calling a Civil3D instruction to create a dredging material, set a sampling source, set a dredging design digging volume material and set a dredging super-digging volume material to obtain the dredging volume material.
8. The Civil 3D-based automated dredging project volume generation method according to claim 7, wherein the automated generation of dredging volume material further comprises the following steps:
sending a prompt message to a user to prompt the user to add volume calculation materials;
if the feedback of the user is that the addition of the volume calculation material is confirmed, sending a prompt message to the user to prompt the user to add the dredging design digging two-dimensional auxiliary curved surface, the dredging over-digging two-dimensional auxiliary curved surface and the current terrain curved surface;
performing Boolean operation on the dredging design digging two-dimensional auxiliary curved surface, the dredging over-digging two-dimensional auxiliary curved surface and the current terrain curved surface which are added by a user to obtain a volume filling map and a table of different materials of each dredging section;
and creating an automatic dredging section volume material generation button for binding all the operation steps of automatically generating the dredging section volume material by one key.
9. The Civil 3D-based automatic dredging engineering volume generation method according to claim 3, further comprising automatically generating a volume summary table, a volume netpage report table and a volume panel;
the automatic generation of the volume summary table comprises the following steps:
calling a Civil3D instruction to set the row data and column number of the dredging cross section engineering quantity list;
a Civil3D instruction calling list is established;
respectively calling different Civil3D instructions according to the Civil3D instruction calling list to complete corresponding table setting to obtain the volume summary table;
the automatic generation of the volume webpage report comprises the following steps:
calling a Civil3D instruction to create a dredging cross section engineering quantity list to obtain the volume webpage report;
the automatically generating a volume panel comprises the steps of:
and calling a Civil3D instruction to create a dredging engineering volume panel table to obtain the volume panel.
10. The Civil3D based dredging engineering volume automatic generation method according to claim 9,
the automatically generating a volume summary table further comprises the steps of:
creating an automatic volume summary table generation button for binding all operation steps of automatically generating the volume summary table by one key;
the automatic generation of the volumetric webpage report further comprises the following steps:
creating a volume webpage report automatic generation button for binding all operation steps of automatically generating the volume webpage report by one key;
the automatically generating a volume panel further comprises the steps of:
and creating a volume panel automatic generation button for one-key binding of all operation steps of automatically generating the volume panel.
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