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 PDF

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Publication number
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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China
Prior art keywords
design
vertical alignment
railway tunnel
tunnel
information
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CN201611176641.8A
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Chinese (zh)
Inventor
刘义勤
曹刚
张照亮
孔德立
杨岳勤
杨永强
郭绍影
张宝恒
刘爱君
杨帆
谭倩倩
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China Railway Fifth Survey and Design Institute Group Co Ltd
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China Railway Fifth Survey and Design Institute Group Co Ltd
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Priority to CN201611176641.8A priority Critical patent/CN106777699A/en
Publication of CN106777699A publication Critical patent/CN106777699A/en
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    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/13Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads

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  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Geometry (AREA)
  • General Physics & Mathematics (AREA)
  • Computer Hardware Design (AREA)
  • Theoretical Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Computational Mathematics (AREA)
  • Architecture (AREA)
  • Mathematical Analysis (AREA)
  • Mathematical Optimization (AREA)
  • Pure & Applied Mathematics (AREA)
  • Evolutionary Computation (AREA)
  • General Engineering & Computer Science (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

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

A kind of railway tunnel vertical alignment design mapping automatically method
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.
CN201611176641.8A 2016-12-19 2016-12-19 A kind of railway tunnel vertical alignment design mapping automatically method Pending CN106777699A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
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

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN102651045A (en) * 2012-04-06 2012-08-29 铁道第三勘察设计院集团有限公司 Three-dimensional visualization method for multi-line railway
CN102663192A (en) * 2012-04-12 2012-09-12 铁道第三勘察设计院集团有限公司 Method for automatically designing and optimizing railway vertical profile
CN105971629A (en) * 2016-06-21 2016-09-28 中铁第五勘察设计院集团有限公司 Composite lining design method with preliminary bracing as main bearing structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN102651045A (en) * 2012-04-06 2012-08-29 铁道第三勘察设计院集团有限公司 Three-dimensional visualization method for multi-line railway
CN102663192A (en) * 2012-04-12 2012-09-12 铁道第三勘察设计院集团有限公司 Method for automatically designing and optimizing railway vertical profile
CN105971629A (en) * 2016-06-21 2016-09-28 中铁第五勘察设计院集团有限公司 Composite lining design method with preliminary bracing as main bearing structure

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
温劲: "铁路山岭隧道纵断面CAD系统研究", 《中国优秀硕士学位论文全文数据库 工程科技Ⅱ辑》 *

Cited By (5)

* Cited by examiner, † Cited by third party
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
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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