CN113722784B - Automatic generation method of railway engineering construction organization image progress chart - Google Patents

Automatic generation method of railway engineering construction organization image progress chart Download PDF

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CN113722784B
CN113722784B CN202110891867.0A CN202110891867A CN113722784B CN 113722784 B CN113722784 B CN 113722784B CN 202110891867 A CN202110891867 A CN 202110891867A CN 113722784 B CN113722784 B CN 113722784B
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CN113722784A (en
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张恒
王�华
韩祖杰
苏江
李桐
范登科
王娇
刘小龙
黄漪
宁新稳
赵文
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China Railway Design Corp
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    • GPHYSICS
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Abstract

The invention discloses an automatic generation method of a railway engineering construction organization image progress chart, which comprises the steps of firstly, designing a point, line and surface basic geometric primitive drawing interface, and designing geometric, style and color interfaces aiming at the geometric primitive; then, designing a data storage structure and semantic association relation of construction organization plan items and drawing parameters, and realizing the storage of time, space and logic information of a construction progress plan and the storage of drawing parameters of an image progress map; and finally, traversing the construction organization plan item, matching corresponding drawing parameters, calling corresponding geometric primitive drawing interfaces, and automatically generating a construction organization image progress chart. The method is universal, can adapt to different railway projects, layout requirements and scale contents, saves construction period for construction organization plan establishment and frequent adjustment, and improves automation and intelligence level of construction progress plans.

Description

Automatic generation method of railway engineering construction organization image progress chart
Technical Field
The invention relates to the field of railway engineering construction management, in particular to an automatic generation method of a railway engineering construction organization image progress chart.
Background
In railway engineering construction, a construction organization image progress chart is a content which a construction unit must submit. At present, the image progress chart is mainly drawn based on CAD software, the manual participation amount is large, the universality is poor, and although part of research adopts Flex technology to realize the automatic drawing of the image progress chart at the webpage end, the mode is limited to the image progress chart of the guiding construction organization, and cannot adapt to the data content and application requirements of different scales. In addition, the existing drawing method is relatively solidified, the image progress chart is drawn as a whole, and a module splitting and reorganizing mode of the image progress chart is not designed, so that the method cannot adapt to different page layout styles, parameters such as the aspect ratio of the whole chart cannot be flexibly set, and the method cannot adapt to diversified chart size requirements.
The railway engineering construction period is long, and the construction organization plan needs to be frequently adjusted according to the actual construction progress and the external environment change in the construction process, so that a general construction organization image progress chart automatic generation mode needs to be provided so as to adapt to different projects, different application requirements and different drawing size styles.
Disclosure of Invention
In order to solve the problems of the existing image progress chart generation method, the invention provides the automatic generation method of the railway engineering construction organization image progress chart, which has strong universality, time saving, high efficiency and suitability for different page styles.
For this purpose, the technical scheme of the invention is as follows:
an automatic generation method of a railway engineering construction organization image progress chart comprises the following three steps:
s1, designing a geometric primitive drawing interface: dividing the construction activities into three types of strip, linear and block by a construction organization image progress chart, designing drawing interfaces of three basic geometric primitives of points, lines and planes according to drawing requirements of construction organization plan items, and designing display patterns and drawing color interfaces of the drawing interfaces;
s2, designing a storage structure and semantic association relation of construction organization plan items and drawing parameters: the storage structure of the construction organization plan items comprises space constraint, time constraint and logic constraint fields, and is used for describing all construction plan items of the whole project and father-son relations among the construction plan items, so that the node position (root node, logic node and leaf node) of a certain plan item in the whole project tree is judged, and finally, the tree-shaped hierarchical structure and attribute information are described in a two-dimensional table mode;
the drawing parameters store the geometric form, drawing style and color information of each plan item and are semantically associated with the data storage structure of the construction plan item;
s3, automatically generating an image progress chart: and matching corresponding drawing parameters according to semantic association relations and calling corresponding geometric primitive drawing interfaces through traversing construction organization plan items to finish drawing of an overall frame of the image progress chart, each sub-module and other modules, splicing the sub-modules according to page layout style parameters, and finishing automatic generation of the image progress chart, wherein the sub-modules comprise construction image progress, key work points, scale division, major facilities and mile mark sub-modules.
In step S1, the geometric form of the display pattern of the points includes circles, squares and stars, which are used for representing the positions and types of the large temporary facilities; the geometric form of the display pattern of the line comprises vertical lines and oblique lines, wherein the vertical lines are used for representing construction plans of strip-shaped construction activities, the oblique lines are used for representing plan items with certain construction directions, and the oblique lines in different directions express different construction directions; construction plans of different types of construction sites are distinguished by different line types and/or colors; the surface is used for representing a planning item with unobvious construction directivity and a certain mileage range, is represented by a square, and is distinguished by different filling patterns and/or colors for construction plans of different types of construction sites.
In step S2, the data storage structure of the construction organization plan item includes an ID, a ParentID, a starting mileage, a terminating mileage, a starting date, a terminating date, and a drawing level, where the ID is an index field of the structure, and a logical relationship between each plan item is described by the ID and the ParentID, so as to determine a node position of a certain plan item in the whole project tree, and finally describe a tree hierarchy structure and attribute information in a two-dimensional table.
In step S2, the drawing parameters include ID, JHXID, geometry, drawing style, and RGB color information of each plan item, where ID is an index field, and the JHXID field can be semantically associated with an ID field in the data storage structure of the construction organization plan item.
In step S2, the spatial constraint includes a starting mileage and a terminating mileage; the time constraint includes a start date and an end date; the logical constraints include node locations and rendering levels. The node position is calculated according to the corresponding relation between the ID and the ParentID, and comprises three types: root node, path node, leaf node; the rendering level includes three classes: 1, representing that the plan item is required to be drawn, 2, representing that the plan item is not required to be drawn, 0, judging whether the plan item is required to be drawn according to the position of the node, if the node is a path node, the plan item is not required to be drawn, and continuing to traverse the next plan item; if the node is a leaf node, the plan item is drawn.
The automatically generating the avatar progress chart of step S3 includes the steps of:
s31, drawing an image progress chart integral frame according to page layout style parameters:
the mileage is represented in the X-axis direction, the time is represented in the Y-axis direction, the width of the integral frame is calculated by the mileage range, the height of the integral frame is calculated by the height of each sub-module, wherein the height of the construction image progress sub-module is calculated by the engineering period time, and the width and the height calculation formula of the integral frame are shown in the formula (1):
wherein W represents the width of the frame, W represents the width of the cell occupied by the character marks on two sides of the frame, and m e Represents the termination mileage, m s Represent the initial mileage s x Represents the scaling factor in the X-axis direction, H represents the height of the frame, H 1 ~H 4 Respectively representing the heights of key working points, scale segment division, major facilities and milestones of the submodule T e Representing the final end time of the whole project, T s Representing the start time of the entire item s y Representing the scaling factor in the Y-axis direction;
s32, drawing a construction image progress sub-module:
firstly, traversing each plan item in an engineering project table, and judging the drawing level of the current plan item:
if the drawing level is 1, it means that the plan item must be drawn;
if the drawing level is 2, the plan item does not need to be drawn, and the next plan item is traversed at the moment;
if the drawing level is 0, judging whether to draw according to the node position, if the node is a path node, continuing to traverse the next planning item without drawing; if the node is a leaf node, drawing the plan item;
when drawing a plan item, firstly matching geometric parameters, patterns and color parameters in a drawing parameter table through an ID, and then drawing the plan item by calling a geometric primitive drawing interface;
s33, drawing other sub-modules, wherein:
the key work point sub-module is used for displaying the mileage range of the important work point in the project, mainly represented by drawing a rectangle, distinguishing the work point types by adding different colors, and describing the specific work point name in a text annotation form;
the marking sub-module is represented by a straight line with arrows at two ends and is used for displaying the mileage range of each marking in the project;
the large temporary facility submodule is used for displaying mileage positions of large temporary facilities such as a girder manufacturing field, a track slab field, a track laying base and the like, and is mainly represented by punctuation symbols;
the milestone submodule is drawn into a pattern of a rule and is used for displaying railway line mileage information, so that the mileage positions of all working points in a planning item can be conveniently checked;
the legend is represented by symbols and text notations to illustrate the geometric symbols and colors used for each type of worksite.
In step S32, the construction image progress sub-module displays the mileage range, the planned start date and the planned end date of each planned item of the engineering project in two forms of line and surface, before drawing the line and the picture, the vertex of the line and the surface is positioned, and if the lower left corner of the construction image progress sub-module is assumed to be the origin, the calculation of the vertex coordinates is calculated according to formula (2):
wherein x is i Represents the abscissa of the ith point, m i Mileage indicating the i-th point, y i Represents the ordinate of the ith point, T i Time representing the i-th point;
and if the lower left corner of the construction image progress sub-module is not at the origin, performing corresponding offset on the coordinate.
The invention relates to an automatic generation method of a railway engineering construction organization image progress chart, which comprises the steps of firstly, designing a point, line and surface basic geometric primitive drawing interface, and designing geometric, style and color interfaces aiming at the geometric primitive; then, designing a data storage structure and semantic association relation of construction organization plan items and drawing parameters, and realizing the storage of time, space and logic information of a construction progress plan and the storage of drawing parameters of an image progress map; and finally, traversing the construction organization plan item, matching corresponding drawing parameters, calling corresponding geometric primitive drawing interfaces, and automatically generating a construction organization image progress chart.
The invention has the following beneficial effects:
(1) The invention decomposes the image progress chart into different sub-modules, including construction image progress, key work points, scale division, major facilities and milestones sub-modules, and respectively performs interface encapsulation for the drawing method of each type of sub-module, thus, each sub-module can be screened according to different project for different page layout requirements of the image progress chart, and each sub-module is flexibly spliced and combined to generate image progress charts of different styles;
(2) According to the invention, through designing the drawing interfaces and color patterns of three basic geometric primitives of the bottom layer point, the line and the surface, and designing the data storage structure and semantic association relation between the construction organization plan item and drawing parameters, an automatic drawing algorithm of an image progress chart is designed, so that the method has universality and can be suitable for different railway line engineering items;
(3) The invention separates the construction progress plan data, the drawing parameters and the drawing interface, is suitable for construction progress plan data with different scale contents, can automatically generate image progress charts with different scales, can be used for automatically compiling construction progress plans in different stages, and can be used for guiding construction organization and implementation construction organization.
Drawings
FIG. 1 is a frame diagram of an automatic generation method of the present invention;
FIG. 2 is a diagram showing the memory structure and semantic association of the plan items and drawing parameters according to the present invention;
FIG. 3 is a flow chart of the construction image progress sub-module drawing in the present invention;
FIG. 4 is a graphical progress chart drawn by reading different page layout parameters in the present invention;
FIG. 5 is a graphical progress chart of construction organizations of different railway lines according to the present invention;
fig. 6 is a view showing the progress of construction organization images of different scales in the present invention.
Detailed Description
The method of the present invention will be described in detail with reference to the accompanying drawings.
Referring to fig. 1, the automatic generation method of the railway engineering construction organization image progress chart comprises the following three steps:
s1, designing a geometric primitive drawing interface. The railway engineering construction organization image progress chart consists of different geometric primitives, so that different geometric primitives are designed to be expressed according to the drawing requirements of the plan items. The invention designs three basic geometrical primitive bottom drawing interfaces of point, line and surface respectively, and designs a color interface for distinguishing different types of working points for each geometrical primitive. The geometry and applicability of the geometric primitives are shown in Table 1:
TABLE 1
The method comprises the following steps:
(1) The point: the geometric forms of the system mainly comprise circular, square, star-shaped and other patterns, and are used for representing the positions and types of large temporary facilities, such as mileage positions of beam manufacturing fields and track slab fields;
(2) A wire: the geometric form is mainly divided into three types of vertical lines, upward oblique lines and downward oblique lines. The vertical lines are used for representing construction plans of strip-shaped construction activities, such as construction plans of continuous beams (No. 0 blocks, folding sections and other paragraphs), and the oblique lines are used for representing plan items with certain construction directions, such as construction plans of frame beams, rail laying and surrounding rocks. Since the horizontal axis represents mileage and the vertical axis represents time in the visual progress chart, the construction directions expressed by oblique lines in different directions are different: the upward slope represents the construction from the small mileage to the large mileage, and the downward slope represents the construction from the large mileage to the small mileage. Construction plans for different types of worksites may be distinguished by line type (e.g., straight line, broken line, dot-dash line, etc.) and color.
(3) And (3) surface: the plan items with unobvious construction directivity and a certain mileage range are expressed by faces. The surface is mainly square, and is commonly used for representing the construction plans of roadbeds, tunnels and bridges. Construction plans for different types of worksites may be distinguished by fill patterns (e.g., no fill, grid fill, cross line fill, etc.) and colors.
S2, designing a data storage interface and semantic association of the construction organization plan item and the drawing parameters. The invention designs a storage structure, an index field and an association relation of a plan item and drawing parameters, wherein the storage structure of the construction organization plan item comprises fields such as space constraint, time constraint, logic constraint and the like, tree-shaped hierarchical structure and attribute information are described in a two-dimensional table form, and the drawing parameter data table comprises information such as geometry, style, color and the like.
See the stored structure and semantic association diagram of construction organization plan items and drawing parameters shown in fig. 2. The data storage structure of the construction organization plan item comprises parameters such as an ID, a ParentID, a starting mileage, a stopping mileage, a starting date, a stopping date, a drawing level and the like, wherein the ID is an index field of the structure. The data storage structure of the plan items not only describes all construction plan items of the whole project, but also describes the logic relation among the plan items through IDs and ParentIDs, so that the node position (root node, logic node and leaf node) of a certain plan item in the whole project tree can be judged, and finally, the tree-shaped hierarchical structure and attribute information are described in the form of a two-dimensional table. The drawing parameters store ID, JHXID, geometry, drawing style, RGB color information of each plan item, wherein ID is an index field, and the JHXID field can be semantically associated with the ID field in the plan item data storage structure.
And S3, automatically generating an image progress chart. The construction organization plan item is traversed, corresponding drawing parameters are matched, corresponding geometric primitive drawing interfaces are called, drawing of each component module of the image progress chart is completed, the image progress chart comprises a key working point schematic diagram, a scale division, a major facility, a milestone and a construction image progress, and all sub-modules are spliced, so that automatic generation of the image progress chart can be completed.
Specifically, the automatic generation of the avatar progress chart includes three steps: the three steps are described in detail below, namely, drawing the overall frame of the image progress chart, drawing the construction image progress sub-module and drawing other sub-modules.
(1) Drawing an image progress chart overall frame:
the railway engineering construction organization image progress chart mainly comprises sub-modules of key working points, mark section division, large temporary facilities, construction image progress, milestones and the like. Before the image progress chart is generated, the overall frame needs to be drawn in advance according to the page layout style parameters. Since the X-axis direction represents mileage and the Y-axis represents time, the width of the overall frame can be calculated with the mileage range and the height can be calculated with the height of each sub-module, wherein the height of the construction image progress sub-module needs to be calculated with the period time. The calculation formulas of the width and the height of the integral frame are shown as formula (1), wherein the scaling factors can be used for scaling the dimension of the image progress chart in the X-axis direction and the Y-axis direction, so that the image is convenient to print.
Wherein W represents the width of the frame, W represents the width of the cell occupied by the character marks on two sides of the frame, and m e Represents the termination mileage, m s Represent the initial mileage s x Represents the scaling factor in the X-axis direction, H represents the height of the frame, H 1 ~H 4 Respectively representing the heights of sub-modules such as key working points, scale segment division, major facilities, milestones and the like, T e Representing the final end time of the whole project, T s Representing the start time of the entire item s y Representing the scaling factor in the Y-axis direction.
(2) Drawing construction image progress submodule
Fig. 3 shows a flow of generating a construction image progress sub-module, wherein the left side is used for judging whether the plan item needs to be drawn, and the right side is a way of drawing the plan item. As shown, first, each plan item in the engineering project table is traversed, and the drawing level of the current plan item is judged. If the drawing level is 1, it indicates that the plan item must be drawn; if the drawing level is 2, the plan item does not need to be drawn, and the next plan item is traversed at the moment; if the drawing level is 0, whether the drawing is needed is judged according to the position of the node, if the node is a path node, the drawing is not needed, the next plan item is continuously traversed, and if the node is a leaf node, the plan item is needed to be drawn. When the plan item is drawn on the right side, the geometric parameters, the styles and the color parameters in the drawing parameter table are matched through the IDs, and then the plan item is drawn through calling a geometric primitive drawing interface.
The construction image progress sub-module displays the mileage range, the planned starting date and the planned ending date of each project item in a line form and a plane form. Before drawing lines and pictures, the vertexes of the lines and the faces are required to be positioned, the calculation formula of the vertex coordinates is shown in the formula (2) assuming that the lower left corner of the construction image progress sub-module is the origin, and if the lower left corner of the construction image progress sub-module is not the origin, the coordinates are correspondingly offset.
Wherein x is i Represents the abscissa of the ith point, m i Mileage indicating the i-th point, y i Represents the ordinate of the ith point, T i Indicating the time of the ith point.
(3) Drawing other sub-modules
In other sub-modules, the key work point sub-module is used for displaying the mileage range of the important work point in the project, and is mainly represented by drawing a rectangle, distinguishing the work point types by adding different colors, and describing the specific work point name in a annotation form.
The marking sub-module is represented by a straight line with arrows at two ends and is used for displaying the mileage range of each marking in the project.
The large temporary facility submodule is used for displaying mileage positions of large temporary facilities such as a girder manufacturing field, a track slab field, a track laying base and the like, and is mainly represented by dot symbols.
And the milestone sub-module is drawn into a pattern of a rule and is used for displaying the mileage information of the railway line, so that the mileage position of each working point in the planning item can be conveniently checked.
The legend is represented by symbols and text notations to illustrate the geometric symbols and colors used for each type of worksite.
Example 1
Taking the construction organization planning of a certain railway line as an example, developing image progress charts with different layouts, different projects and different scales to automatically generate tests. Firstly, designing a geometric primitive drawing interface based on a certain open-source two-dimensional graphic library, and completing the interface development of the shape, style and color of geometric primitives such as points, lines, planes and the like; secondly, respectively designing table structures of a planning item table and a drawing parameter table in a database to finish the storage of construction organization planning items and drawing parameters; then, matching corresponding drawing parameters by traversing the plan item data table, and calling a geometric primitive drawing interface to finish automatic drawing of each sub-module in the image progress chart; and finally, combining all the sub-modules to complete the automatic generation of the image progress chart.
The method can be realized by the following steps:
1. automatic generation of different layout image progress charts:
according to the invention, the image progress chart is decomposed into different sub-modules, and interface encapsulation is carried out according to the drawing method of each type of sub-module, so that each sub-module can be flexibly spliced according to different page layout requirements of different projects on the image progress chart, and image progress charts of different styles are generated. Fig. 4 shows a visual progress chart drawn by reading different page layout parameters, wherein a marking sub-module is added in the visual progress chart at the upper right corner, the upper and lower positions of the milestone sub-module and the visual progress sub-module are opposite to the left side, and the visual progress chart at the lower side is scaled in the horizontal axis direction. Scaling the image progress chart on the horizontal axis and the vertical axis according to a certain proportion is beneficial to more convenient viewing when drawing and printing drawings.
2. Automatic generation of different project image progress charts:
according to the invention, the construction organization plan items and drawing parameters are stored in the database by designing the drawing interface of the bottom geometrical primitive, so that the automatic drawing of the image progress chart is realized. The method has universality and can be suitable for different railway line projects. Figure 5 shows an image progress chart of different railway engineering projects automatically generated using the method. The upper part is a XX railway construction organization image progress chart, and the lower part is a YY railway construction organization image progress chart, and although the page layout of the two is consistent, the detail content of each sub-module is different.
3. Automatic generation of different-scale image progress charts:
and calculating and generating project-level, construction point-level and subsection-level construction organization plan data according to railway engineering construction procedures, construction methods, indexes and the like. According to the invention, the construction planning data of different levels are analyzed, so that the image progress charts of different scales can be automatically generated. FIG. 6 shows a visual progress chart at the project level, the worksite level, and the subsection project level at different scales. The project level only displays the starting time and the ending time of the whole main engineering, and does not display specific work point information; the construction point level displays the time of specific construction point planning items such as roadbed, bridge, tunnel and the like; the subsection project level can display planning information of subsection projects, such as construction planning information of pile foundations, bearing platforms and pier shafts of the continuous beams.
The invention can automatically generate the image progress charts with different scale contents and different layout styles, can be used for guiding construction organizations and enforcing construction organizations, and can be suitable for different projects and different requirements.

Claims (7)

1. An automatic generation method of a railway engineering construction organization image progress chart comprises the following three steps:
s1, designing a geometric primitive drawing interface: dividing the construction activities into three types of strip, linear and block by a construction organization image progress chart, designing drawing interfaces of three basic geometric primitives of points, lines and planes according to drawing requirements of construction organization plan items, and designing display patterns and drawing color interfaces of the drawing interfaces;
s2, designing a storage structure of a construction organization plan item and drawing parameters and semantic association relation thereof, wherein the storage structure of the construction organization plan item comprises space constraint, time constraint and logic constraint, and the drawing parameters store geometric form, drawing style and color information of each plan item and carry out semantic association with a data storage structure of the construction organization plan item; the drawing parameters comprise an ID, a JHXID, a geometric form, a drawing style and RGB colors of each plan item, wherein the ID is an index field, so that the drawing parameters are conveniently searched; the JHXID field is the number of the ID in the construction organization plan item and is used for establishing a semantic association relation with the ID field in a data storage structure of the construction organization plan item; the geometric form is used for describing the geometric form when the plan item is drawn, and comprises three types of points, lines and planes which are respectively represented by 0, 1 and 2; the drawing patterns are used for describing patterns used when drawing plan items and are distinguished according to different geometric forms;
s3, automatically generating an image progress chart: and matching corresponding drawing parameters according to semantic association relations and calling corresponding geometric primitive drawing interfaces through traversing construction organization plan items to finish drawing of an overall frame of the image progress chart, each sub-module and other modules, splicing the sub-modules according to page layout style parameters, and finishing automatic generation of the image progress chart, wherein the sub-modules comprise construction image progress, key work points, scale division, major facilities and mile mark sub-modules.
2. The automatic generation method of the railway engineering construction organization image progress chart according to claim 1, wherein: the space constraint in the step S2 comprises two fields of a starting mileage and a stopping mileage, which are used for describing the mileage range of the construction activity in space; the time constraint comprises two fields, namely a start date and an end date, and is used for describing a construction time range of a construction activity; the logic constraint comprises three fields, namely an ID, a ParentID and a drawing level, wherein the ID is an index field of construction activity; the ParentID is the ID of a father node, and the father-son logic relationship among each plan item is described through the ID and the ParentID, so that the node position of a certain plan item in the whole project tree is judged, and the tree-shaped hierarchical structure and attribute information are finally described in a two-dimensional table form; the drawing level is used for constraining whether to draw or not and comprises three types: numeral 1 indicates that the plan item must be drawn; numeral 2 indicates that the plan item is not necessarily drawn; the number 0 indicates whether the drawing is needed or not according to the node position, if the node is a path node, the drawing is not needed, the next plan item is continuously traversed, and if the node is a leaf node, the plan item is drawn.
3. The automatic generation method of the railway engineering construction organization image progress chart according to claim 2, wherein: the node positions comprise three types of root nodes, path nodes and leaf nodes.
4. The automatic generation method of the railway engineering construction organization image progress chart according to claim 1, wherein: when the geometric pattern is a dot, the drawing pattern comprises square dots, round dots and star-shaped dots; when the geometric pattern is a line, the drawing pattern includes a vertical line, an upward slant line, a downward slant line; when the drawing pattern is a face, the drawing pattern is a filling mode of the rectangular face, including oblique line filling, grid filling, transverse line filling and brick filling, because only rectangular drawing construction activities are used in the image progress chart.
5. The automatic generation method of the railway engineering construction organization image progress chart according to claim 1, wherein: in the step S1 of the process,
the sample application type is used for representing the position and type of the large temporary facilities, and the time attribute of the large temporary facilities construction schedule is not represented;
the line comprises three forms of vertical lines, upward oblique lines and downward oblique lines, wherein the vertical lines are used for representing a construction plan of strip-shaped construction activities, the oblique lines are used for representing a progress plan of the linear construction activities, the linear construction activities have directionality, the upward oblique lines represent the construction direction from small mileage to large mileage, and the downward oblique lines represent the construction direction from large mileage to small mileage; construction plans of different types of construction sites are distinguished by different line types and/or colors;
the surface is used for representing block construction activities, the construction directivity is not obvious, but the construction surface has a certain mileage range, and the construction plans of different types of construction sites are distinguished by different filling patterns and/or colors.
6. The automatic generation method of the railway engineering construction organization image progress chart according to claim 1, wherein: the automatically generating the avatar progress chart of step S3 includes the steps of:
s31, drawing an image progress chart integral frame according to page layout style parameters:
the mileage is represented in the X-axis direction, the time is represented in the Y-axis direction, the width of the integral frame is calculated by the mileage range, the height of the integral frame is calculated by the height of each sub-module, wherein the height of the construction image progress sub-module is calculated by the engineering period time, and the width and the height calculation formula of the integral frame are shown in the formula (1):
wherein W represents the width of the frame, W represents the width of the cell occupied by the character marks on two sides of the frame, and m e Represents the termination mileage, m s Represent the initial mileage s x Represents the scaling factor in the X-axis direction, H represents the height of the frame, H 1 ~H 4 Respectively representing the heights of key working points, scale segment division, major facilities and milestones of the submodule T e Representing the final end time of the whole project, T s Representing the start time of the entire item s y Representing the scaling factor in the Y-axis direction;
s32, drawing a construction image progress sub-module:
firstly, traversing each plan item in an engineering project table, judging whether to draw according to the drawing level of the current plan item, when drawing the plan item, firstly matching geometric parameters, patterns and color parameters in a drawing parameter table through an ID, and then drawing the plan item by calling a geometric primitive drawing interface;
s33, drawing other sub-modules, wherein:
the key work point sub-module is used for displaying the mileage range of the important work point in the project, mainly represented by drawing a rectangle, distinguishing the work point types by adding different colors, and describing the specific work point name in a text annotation form;
the marking sub-module is represented by a straight line with arrows at two ends and is used for displaying the mileage range of each marking in the project;
the large temporary facility submodule is used for displaying mileage positions of large temporary facilities such as a girder manufacturing field, a track slab field, a track laying base and the like, and is mainly represented by punctuation symbols;
the milestone submodule is drawn into a pattern of a rule and is used for displaying railway line mileage information, so that the mileage positions of all working points in a planning item can be conveniently checked;
the legend is represented by symbols and text notations to illustrate the geometric symbols and colors used for each type of worksite.
7. The automatic generation method of the railway engineering construction organization image progress chart according to claim 6, wherein: in step S32, the construction image progress sub-module displays the mileage range, the planned start date and the planned end date of each planned item of the engineering project in two forms of line and surface, before drawing the line and the picture, the vertex of the line and the surface is positioned, and if the lower left corner of the construction image progress sub-module is assumed to be the origin, the calculation of the vertex coordinates is calculated according to formula (2):
wherein x is i Represents the abscissa of the ith point, m i Mileage indicating the i-th point, y i Represents the ordinate of the ith point, T i Time representing the i-th point;
and if the lower left corner of the construction image progress sub-module is not at the origin, performing corresponding offset on the coordinate.
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