CN106777699A - A kind of railway tunnel vertical alignment design mapping automatically method - Google Patents
A kind of railway tunnel vertical alignment design mapping automatically method Download PDFInfo
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- CN106777699A CN106777699A CN201611176641.8A CN201611176641A CN106777699A CN 106777699 A CN106777699 A CN 106777699A CN 201611176641 A CN201611176641 A CN 201611176641A CN 106777699 A CN106777699 A CN 106777699A
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- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
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Abstract
The invention discloses a kind of railway tunnel vertical alignment design mapping automatically method, during the related information of railway tunnel vertical alignment design focused on into an electrical form for formatting, railway tunnel vertical alignment design Back ground Information table is formed;Geologic graphics and geologic legend in railway tunnel geology skiagraph are respectively stored into file;Software automatically generates the design diagram in railway tunnel vertical alignment design figure;Software automatically generates rational position in the specification table form in railway tunnel vertical alignment design figure, the figure in Auto-writing specification table and word content, lining cutting, Support types and the list of building materials automatically generated in railway tunnel vertical alignment design figure, and the automatic arrangement design drawing by legend.Can realize, by data such as Tunnel Design personnel input rail track, above-ground route, tunnel geology vertical section and Tunnel Design tables, the operating efficiency of Design of Railway Tunnel being significantly increased.
Description
Technical field
The present invention relates to a kind of Computer-aided Design Technology, more particularly to a kind of automation of railway tunnel vertical alignment design
Drawing methods.
Background technology
In the prior art, in railway profile design figure production process, most of design content passes through Tunnel Design personnel
Formed using Auto CAD software Hand drawings, operating efficiency is low.
The content of the invention
It is an object of the invention to provide a kind of railway tunnel vertical alignment design mapping automatically method of high working efficiency.
The purpose of the present invention is achieved through the following technical solutions:
Railway tunnel vertical alignment design mapping automatically method of the invention, including step:
A, the related information of railway tunnel vertical alignment design focuses on an electrical form for formatting, form railway
Tunnel profile design basis information table;
B, the geologic graphics and geologic legend in railway tunnel geology skiagraph are respectively stored into file;
C, software read circuit design information, mapping geography information and geologic graphics file in Back ground Information table, from
Design diagram in dynamic generation railway tunnel vertical alignment design figure;
D, software automatically generate the specification table form in railway tunnel vertical alignment design figure;
E, software read the geology ground information and Tunnel Design information in Back ground Information table, Auto-writing specification table
In figure and word content;
F, software read the Tunnel Design information in Back ground Information table, in automatically generating railway tunnel vertical alignment design figure
Lining cutting, Support types and list of building materials;
G, software read geologic legend file, automatically generate the engineering geological map illustration in railway tunnel vertical alignment design figure
Rational position in shape and word, and the automatic arrangement design drawing by legend.
As seen from the above technical solution provided by the invention, railway tunnel vertical section provided in an embodiment of the present invention sets
Meter mapping automatically method, works and proposes with reference to Design of Railway Tunnel, it is possible to achieve be input into railway line by Tunnel Design personnel
The data such as road, above-ground route, tunnel geology vertical section and Tunnel Design table, computer software automatically generates railway profile design
Most contents of figure, the design content of remainder, can be significantly by Tunnel Design personnel's Hand drawing
Improve the operating efficiency of Design of Railway Tunnel.
Brief description of the drawings
Fig. 1 is the schematic flow sheet of railway tunnel vertical alignment design mapping automatically method provided in an embodiment of the present invention.
Specific embodiment
With reference to the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Ground description, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.Based on this
Inventive embodiment, the every other implementation that those of ordinary skill in the art are obtained under the premise of creative work is not made
Example, belongs to protection scope of the present invention.
Railway tunnel vertical alignment design mapping automatically method of the invention, its preferably specific embodiment is:
Including step:
A, the related information of railway tunnel vertical alignment design focuses on an electrical form for formatting, form railway
Tunnel profile design basis information table;
B, the geologic graphics and geologic legend in railway tunnel geology skiagraph are respectively stored into file;
C, software read circuit design information, mapping geography information and geologic graphics file in Back ground Information table, from
Design diagram in dynamic generation railway tunnel vertical alignment design figure;
D, software automatically generate the specification table form in railway tunnel vertical alignment design figure;
E, software read the geology ground information and Tunnel Design information in Back ground Information table, Auto-writing specification table
In figure and word content;
F, software read the Tunnel Design information in Back ground Information table, in automatically generating railway tunnel vertical alignment design figure
Lining cutting, Support types and list of building materials;
G, software read geologic legend file, automatically generate the engineering geological map illustration in railway tunnel vertical alignment design figure
Rational position in shape and word, and the automatic arrangement design drawing by legend.
In the step A, railway tunnel vertical alignment design Back ground Information table includes the geographical letter of circuit design information, mapping
Breath, geology ground information and Tunnel Design information;
In the step C, the design diagram in railway tunnel vertical alignment design figure includes circuit above-ground route skiagraph
Shape, geology vertical section figure, interior rail elevation of top surface line, elevation hundred-metre post;
In the step E, figure and word content in specification table include that geologic aspects, construction style, circuit are put down
Mian Jidongnei caverns schematic diagram, design grade, interior rail top surface absolute altitude, ground elevation and left line mileage;
In the step F, lining cutting, Support types and list of building materials in railway tunnel vertical alignment design figure include point
Duan Licheng, length, Grades of Surrounding Rock, lining style, lining cutting construction material, steelframe, advance support measure, slip casting measure, construction party
Method and environmental activity.
In the step E, construction style includes Grades of Surrounding Rock, lining style, length, construction method, waterproof and draining.
Railway tunnel vertical alignment design mapping automatically method of the invention, works and proposes with reference to Design of Railway Tunnel,
Can realize by data such as Tunnel Design personnel input rail track, above-ground route, tunnel geology vertical section and Tunnel Design tables,
Computer software automatically generates most contents of railway profile design figure, and the design content of remainder is set by tunnel
Meter personnel's Hand drawing, can be significantly increased the operating efficiency of Design of Railway Tunnel.
Specific embodiment:
As shown in figure 1, by taking middle blue the visitor specially generation of Fragrance Hill tunnel profile design drawing as an example, illustrating of the invention automatic raw
The step of into Tunnel Design profile paper.
Data in tunnel basis data form are the most basic design datas of tunnel profile, and data have that " geology is enclosed
Rock ", " supporting table ", " separating ", " anchor section ", " left side cavern table ", " right side cavern table ", " longitudinal slope ", " horizontal curve ", " guarded drainage "
Tables of data such as " above-ground routes " is constituted, and content is filled according to certain format in table, and data respectively define vertical disconnected in each table
A certain item design content in design drawing.The method is exactly that manual drawing is converted into computer according to data in table to paint automatically
System.
Railway tunnel geological profile and geologic legend file are dwg forms, are to geology by another software
Outcome Document after the geology vertical alignment design drawing pretreatment of offer.This Outcome Document not only contains geology and indulges disconnected figure
Shape information, further comprises the design content and the ground elevation data with mileage information of this figure.This method is according to herein
Outcome Document, reads the vertical disconnected content of geology and above-ground route data and fills out and paint in the vertical disconnected design drawing in tunnel.
The calculating and drafting of tunnel profile design map sheet are the weights of railway tunnel vertical alignment design mapping automatically system
Want part.Because railway tunnel is a banded structure thing, cause standard-sized drawing be cannot completely load it is all
Design content, it is therefore desirable to which physical length and graphic plotting proportionality coefficient according to design tunnel calculate drawing physical length.
Have, drawing longitudinal length according to length of tunnel define, and drawing transverse height be thus the geologic section of scope, ground buried depth and
Graphic plotting proportionality coefficient is defined.Therefore drawing transverse and longitudinal proportionality coefficient be it is different, therefore drawing map sheet calculating in fact
Exactly define drawing coordinate system, drawing above-ground route and elevation scale will calculate using grid scale coefficient, draw vertical disconnected table with
Tunnel schematic diagram will be calculated using drawing longitudinal direction proportionality coefficient.
Computational methods:
Longitudinal proportionality coefficient:Longitudinal scale parameter/printing proportion.
Grid scale system:Grid scale parameter/printing proportion.
Actual plot length:
Longitudinal length=physical length/longitudinal direction proportionality coefficient.
Transverse height=actual height/grid scale coefficient.
The vertical disconnected design diagram that tunnel is indulged in disconnected design drawing is made up of two parts, and one is log sheet and ground
Line, another part is Tunnel Design schematic diagram, including tunnel rail top line and Tunnel top line.Geologic section is according in result map
Graphical information and mileage design information are inserted on the appropriate position of current drawing;Above-ground route is the ground line number according to result map
It is plotted in Tunnel Design signal graph region according to the elevation system with current drawing.
Tunnel profile design diagram and vertical disconnected form are being longitudinally the presence of the corresponding pass relation of mileage, that is to say, that form
In each mileage be divided in it is actually corresponding on tunnel line.The height dimension of form is fixed by simple parameter
Justice, form length is defined according to length of tunnel, and table content derives from tunnel basis tables of data, and the content in form is according to vertical
Disconnected gauge outfit fills in corresponding design information in different rows respectively per row headers content.Therefore, current tunnel base data table
The timing of content one of lattice, if configured tunnel indulge disconnected form gauge outfit form just can be formed the vertical disconnected form of different patterns into
Fruit is schemed.
Tunneling material table and design remarks are last lifes after the vertical disconnected schematic diagram of vertical disconnected form and tunnel is fully completed
Into content.Design remarks form has fixed structure, and its content has different requirements according to different projects, mainly
The content such as including line description, vertical curve arrange parameter, cavern's legend, thus software according to |input paramete and tunnel basis table from
It is dynamic to fill these contents and be inserted into specified location.Tunneling material table is that another of tunnel basis tables of data represents form,
It is that the material list data in tunnel basis tables of data are inserted into design drawing from the angle of tunnel construction material, therefore
Software by material sheet format and its data separating, as long as data content is fixed, can be in the form of arbitrarily devised form so as to generate
The material list of required pattern.
The above, the only present invention preferably specific embodiment, but protection scope of the present invention is not limited thereto,
Any one skilled in the art in the technical scope of present disclosure, the change or replacement that can be readily occurred in,
Should all be included within the scope of the present invention.Therefore, protection scope of the present invention should be with the protection model of claims
Enclose and be defined.
Claims (3)
1. a kind of railway tunnel vertical alignment design mapping automatically method, it is characterised in that including step:
A, the related information of railway tunnel vertical alignment design focuses on an electrical form for formatting, form railway tunnel
Vertical alignment design Back ground Information table;
B, the geologic graphics and geologic legend in railway tunnel geology skiagraph are respectively stored into file;
C, software read circuit design information, mapping geography information and geologic graphics file in Back ground Information table, automatic raw
Design diagram into railway tunnel vertical alignment design figure;
D, software automatically generate the specification table form in railway tunnel vertical alignment design figure;
E, software read the geology ground information and Tunnel Design information in Back ground Information table, in Auto-writing specification table
Figure and word content;
F, software read the Tunnel Design information in Back ground Information table, automatically generate the lining in railway tunnel vertical alignment design figure
Block, Support types and list of building materials;
G, software read geologic legend file, automatically generate engineering geological map illustration shape in railway tunnel vertical alignment design figure and
Rational position in word, and the automatic arrangement design drawing by legend.
2. railway tunnel vertical alignment design mapping automatically method according to claim 1, it is characterised in that:
In the step A, railway tunnel vertical alignment design Back ground Information table include circuit design information, mapping geography information,
Matter ground information and Tunnel Design information;
In the step C, design diagram in railway tunnel vertical alignment design figure include circuit above-ground route vertical section figure,
Matter vertical section figure, interior rail elevation of top surface line, elevation hundred-metre post;
In the step E, figure and word content in specification table include geologic aspects, construction style, track plan and
Dong Nei caverns schematic diagram, design grade, interior rail top surface absolute altitude, ground elevation and left line mileage;
In the step F, lining cutting, Support types and list of building materials in railway tunnel vertical alignment design figure are included in segmentation
Journey, length, Grades of Surrounding Rock, lining style, lining cutting construction material, steelframe, advance support measure, slip casting measure, construction method and
Environmental activity.
3. railway tunnel vertical alignment design mapping automatically method according to claim 2, it is characterised in that the step
In E, construction style includes Grades of Surrounding Rock, lining style, length, construction method, waterproof and draining.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109785407A (en) * | 2019-01-11 | 2019-05-21 | 招商局重庆公路工程检测中心有限公司 | Vcehicular tunnel defect information based on APP application describes and structural method |
CN111539658A (en) * | 2020-06-24 | 2020-08-14 | 中铁二院工程集团有限责任公司 | Automatic design system of railway engineering construction organization |
CN112329099A (en) * | 2020-10-27 | 2021-02-05 | 中国铁路设计集团有限公司 | Intelligent matching method for main tunnel of railway mountain tunnel based on custom database |
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2016
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JPH08151891A (en) * | 1994-11-28 | 1996-06-11 | Kawasaki Heavy Ind Ltd | Tunnel excavator |
CN102607477A (en) * | 2012-01-13 | 2012-07-25 | 西南交通大学 | Full-face vehicular detection method for railway tunnel lining and device |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
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CN109785407A (en) * | 2019-01-11 | 2019-05-21 | 招商局重庆公路工程检测中心有限公司 | Vcehicular tunnel defect information based on APP application describes and structural method |
CN111539658A (en) * | 2020-06-24 | 2020-08-14 | 中铁二院工程集团有限责任公司 | Automatic design system of railway engineering construction organization |
CN111539658B (en) * | 2020-06-24 | 2022-09-02 | 中铁二院工程集团有限责任公司 | Automatic design system of railway engineering construction organization |
CN112329099A (en) * | 2020-10-27 | 2021-02-05 | 中国铁路设计集团有限公司 | Intelligent matching method for main tunnel of railway mountain tunnel based on custom database |
CN112329099B (en) * | 2020-10-27 | 2023-04-14 | 中国铁路设计集团有限公司 | Intelligent matching method for main tunnel of railway mountain tunnel based on custom database |
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