CN108563851A - A kind of mountain tunnel BIM modeling methods quickly refined - Google Patents

A kind of mountain tunnel BIM modeling methods quickly refined Download PDF

Info

Publication number
CN108563851A
CN108563851A CN201810271156.1A CN201810271156A CN108563851A CN 108563851 A CN108563851 A CN 108563851A CN 201810271156 A CN201810271156 A CN 201810271156A CN 108563851 A CN108563851 A CN 108563851A
Authority
CN
China
Prior art keywords
tunnel
mountain
center line
section
civil
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201810271156.1A
Other languages
Chinese (zh)
Other versions
CN108563851B (en
Inventor
谢雄耀
陈旭阳
周彪
蔡杰龙
雷沅帅
周云祥
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tongji University
Original Assignee
Tongji University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tongji University filed Critical Tongji University
Priority to CN201810271156.1A priority Critical patent/CN108563851B/en
Publication of CN108563851A publication Critical patent/CN108563851A/en
Application granted granted Critical
Publication of CN108563851B publication Critical patent/CN108563851B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation

Abstract

The present invention relates to a kind of mountain tunnel BIM modeling methods quickly refined, include the following steps:1) mountain tunnel BIM modeling standards are determined, determine plan view and elevation of the CAD base maps in BIM models;2) Revit and Civil 3D is used to carry out the civil engineering modeling of mountain tunnel;3) it combines Civil 3D to determine the mode of section, carries out the electromechanical modeling of mountain tunnel.Compared with prior art, the present invention models standard with reference to existing municipal works BIM, it is determined that a set of mountain tunnel BIM models standard, it is ensured that the required precision of model, and model component is classified and is expressed, be conducive to model information exchange;The shortcomings that being difficult to directly create space curve in Revit is avoided, mileage is indicated to tunnel center line using road assembly, is conducive to accurately select tunnel location;In such a way that Civil 3D create tunnel contour assembly, it is convenient for the quick placement of a large amount of electromechanical equipments.

Description

A kind of mountain tunnel BIM modeling methods quickly refined
Technical field
The present invention relates to a kind of BIM modeling methods, more particularly, to a kind of mountain tunnel BIM modelings quickly refined Method.
Background technology
In recent years, the attention with country to capital construction, mountain tunnel have obtained a large amount of construction and significant progress.Railway Build scale in tunnel is ever-expanding simultaneously, and vcehicular tunnel is also with average annual 350 kilometers of speed increase.Mountain tunnel it is a large amount of It builds, has promoted the fast development of each side's surface technologies such as its design, construction, management, a Typical Representative is exactly answering for BIM technology With.
Applicating history of the BIM technology in civil engineering field is not grown, and visualized management, Computer Aided Design, project fortune are mainly used in The fields such as dimension.Applications of the BIM in mountain tunnel is even more to be in the starting stage.BIM technology is applied in mountain tunnel, it can be with Each professional collaboration platform is built, the efficiency of management is improved;The outer change of design can be reduced, construction is and guided;It can accomplish to visualize O&M ensures engineering safety.But it first has to solve the problems, such as using BIM technology, is exactly the BIM modelings of mountain tunnel.However, state The precedent of inside and outside mountain tunnel BIM modelings is seldom, and the relevant technologies are extremely immature, precision is not high, inefficiency.
Previous mountain tunnel BIM modelings, are usually used for reference the BIM modeling methods of shield tunnel, the side of ring are spelled using section of jurisdiction Formula cannot reflect the real conditions of mountain tunnel, and model accuracy is not high.Therefore, a whole set of mountain ridge quickly refined is found Tunnel BIM modeling methods are particularly important.
Invention content
It is quickly refined it is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide a kind of Mountain tunnel BIM modeling methods.
The purpose of the present invention can be achieved through the following technical solutions:
A kind of mountain tunnel BIM modeling methods quickly refined, include the following steps:
21) in Civil 3D, the mode for creating road is taken, CAD base maps is picked up in plane and facade respectively and establishes Space line generates the tunnel center line in Civil 3D;
22) on the tunnel center line in Civil 3D, a road is labeled every ten meters of mileages, tab style uses AeccTickLine models, to indicate mileage on tunnel center line;
23) Revit metric system conventional models are created, import CAD base maps to be referred to as positioning;It will in Civil 3D Tunnel center line is placed on origin, and imports the alignment of Revit and CAD base maps;
24) the tunnel center line for importing Revit is replicated once, two tunnel center lines coincide together.Work is flat Face is set as horizontal reference plane, center line decomposition in a tunnel therein is once become set of blocks, at this time tunnel center line It can become the small line segment of a rule of the unit length on horizontal reference plane;
25) according to the difference of mountain tunnel profiled outline, mountain tunnel is segmented.With every section in spline curve pickup 24) Small line segment in mountain tunnel mileage generates a complete center line.Each section of tunnel center line at this time is not space song Line, but projection of the center line on horizontal reference plane;
26) it sets working face to vertical reference plane, such as could be provided as east elevation, the tunnel that another is imported Center line decomposition in road once becomes set of blocks, and tunnel center line can become one of the unit length in vertical reference plane at this time The small line segment of item.The small line segment of unit length is similarly picked up with spline curve in vertical reference plane according to the step in 25), is generated Projection of the tunnel center line in vertical reference plane;
27) projection of the tunnel center line in horizontal reference plane, vertical reference plane is expanded respectively form closed curve, Projection line is the key side of closed curve, is created and is stretched according to closed curve.Stretching meeting in two vertical reference planes at this time Intersection, it is mountain tunnel center line to build the curve that the stretched face in side is intersected by pass;
28) metric system profile is created in Revit, and tunnel cross-section is divided into multiple portions and is stored as profile race respectively, is picked up Each section of tunnel center line is taken, corresponding tunnel contour race is loaded into, each section of main body tunnel is established in setting-out fusion;
29) each section of main body tunnel is stitched together, the instance parameter of profile corner is set, input different angle numerical value carries out It attempts, each adjacent tunnel section is spliced and is aligned;
210) model of mountain tunnel accessory structure is created, and is spliced with main body tunnel, in accessory structure and main body Tunnel adjacency position creates hollow mould and cuts off redundance.
3) it combines Civil 3D to determine the mode of section, carries out the electromechanical modeling of mountain tunnel, specifically include:
31) according to electromechanical equipment type common in mountain tunnel, electromechanical equipment is classified, tunnel confession can be divided into Distribution, tunnel illuminating system, Tunnel Ventilation System, fire alarm and tunnel fire-fighting, traffic control system, EMS, Nine major class such as event detection system, emergency call and broadcast system, central control management system, are respectively completed machine in each major class The Revit in electric equipment race library is modeled.Since many electromechanical equipment Revit models can be downloaded from the Internet, and modeling method is all opposite Maturation, this patent repeat no more;
32) after the modeling work for completing each electromechanical equipment race library, in Civil 3D, the profile of tunnel cross section is established Line creates component from the multi-section-line of composition profile, and the component is created as assembling;
33) tunnel contour is traditional thread binding matches for addition on the tunnel center line created in step 27), will assembly addition in each machine Mileage section where electric equipment.Since electromechanical equipment is typically to be arranged every constant spacing, therefore this method can be quickly in phase Answer the addition assembly of mileage section.It is not that interval fixed range is arranged for electromechanical equipment, it can mileage adds where equipment manually Profile is added to assemble;
34) the tunnel center line assembled with tunnel contour, the electromechanical equipment race library created are imported into Revit, directly Target section is picked up, working face is arranged on the target section;
35) corresponding electromechanical equipment is loaded on the working face, adjusts electromechanical equipment rotation angle, makes itself and tunnel Surface fits closely, and work is placed in the space for completing a large amount of electromechanical equipments.
In the step 27), plan view in tunnel center line two-dintension CAD drawing can be solved, be unfolded along mileage it is vertical disconnected The problem that face figure cannot geometrically correspond to geometrically is being mapped by plan view and along the skiagraph of mileage expansion, is completing The establishment of mountain tunnel center line.
In the step 29), the instance parameter of profile corner is established in setting-out fusion process, realizes adjacent two main body The close splicing of tunnel construction sections.
In the step 210), when accessory structure splices with main body tunnel, established in the redundance for having collision hollow It stretches, redundance is sheared, realize the close splicing of accessory structure and main body tunnel.
In the step 31), the modeling work in mountain tunnel civil engineering accessory structure BIM races library, accessory structure are completed Including transverse passage-way, underground Ventilator Room, electric substation.
In the step 34), in conjunction with the establishment that tunnel contour in Civil 3D assembles, a large amount of electromechanics can be rapidly completed and set Place work in standby spatial position.
In the step 1), modeling standard includes file-naming standard, view naming standard, working set setting and view Setting.
Compared with prior art, the present invention has the following advantages:
(1) standard is modeled with reference to existing municipal works BIM, it is determined that a set of mountain tunnel BIM models standard, in the mark The lower modeling of standard can ensure the required precision of model, and model component is classified and is expressed, and be conducive to model information exchange.
(2) it avoids to establish tunnel center line in such a way that Civil 3D create road and is difficult to directly create in Revit The shortcomings that building space curve, while being assembled using road to indicate mileage to tunnel center line, be conducive to accurately select tunnel position It sets.
(3) instance parameter that profile corner is established in setting-out fusion, can be finely adjusted profile corner, avoid phase Adjacent tunnel construction sections splice uneven problem.
(4) profile assembly is created on tunnel center line, directly electromechanical equipment can be loaded on corresponding section, efficiently The orientation problem for solving electromechanical equipment shortens the time of mountain tunnel electromechanics modeling.
(5) it according to specific modeling procedure, has write automatic Picking center line and automatic lofting merges two plug-in units, improved The efficiency of the mountain tunnel modeling method.
Description of the drawings
Fig. 1 is the present embodiment modeling method flow chart;
Fig. 2 is one section of tunnel center line illustraton of model;
Fig. 3 is one section of tunnel main structure chart that setting-out fusion creates;
Fig. 4 is that electromechanical equipment schematic diagram is placed on target section;
Fig. 5 is that the present embodiment establishes mountain tunnel illustraton of model.
Specific implementation mode
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with technical solution of the present invention Premised on implemented, give detailed embodiment and specific operating process, but protection scope of the present invention is not limited to Following embodiments.
Embodiment
Some standards that the present embodiment is modeled by determining mountain tunnel BIM, are divided into civil engineering model and machine by mountain tunnel Electric model two major parts, the various softwares such as integrated use AutoCAD, Civil 3D, Revit, and the high modeling efficiency of plug-in unit is write, it is real The quick fining modeling of existing mountain tunnel.
It is that mountain tunnel disclosed by the invention quickly refines BIM modeling methods as shown in Figure 1.First, with reference to existing Municipal works BIM models standard, determines the BIM modeling standards of mountain tunnel;Secondly tunnel center is created in Civil 3D Line imports in Revit, and is loaded into profile race and carries out setting-out fusion, completes the modeling of tunnel main body civil engineering;Adjacent tunnel section is spliced Get up, adjustment profile rotation angle, the part for cutting off collision keep adjacent tunnel section, tunnel main body and accessory structure close Splicing;The road assembly that tunnel contour is created in Civil 3D, is attached on tunnel center line according to required interval, imports Device model is loaded on target section and adjusts rotation angle by Revit;For part cumbersome in this method, compile Automatic Picking center line plug-in unit and automatic lofting fusion plug-in unit are write, modeling efficiency is improved.Modeling method includes the following steps:
(1) standard is modeled with reference to existing BIM to determine that mountain tunnel BIM models standard:
Before carrying out mountain tunnel BIM modelings, first have to determine its modeling standard.For file designation, " project volume is taken The form on number-stage number-pattern number (version)-date ";View is named, regulation browser tissue is taken;According to special Industry is different, and working set is divided into people's air defense, dynamic photograph, shared absolute altitude and axis net, structure, HVAC, built-in fitting, plumbing, finishing, is led to 11 working sets such as letter, fire alarm, monitoring of tools.View setting for model, according to CAD overmoldeds " What You See Is What You Get " Theory, crucial CAD diagram will have corresponding flat elevation to be corresponding to it in BIM models.
(2) integrated use Revit and Civil 3D carries out the civil engineering modeling of mountain tunnel:
Step 1:In Civil 3D, the mode for creating road is taken, picks up CAD base maps in plane and facade respectively Establish space line, as tunnel center line.For the determining mileage on tunnel center line, the mode for creating road label is taken, Select king pile new tab.
Step 2:Tunnel center line is placed on origin in Civil 3D, decomposition once becomes set of blocks.Newly-built Revit Metric system conventional model imports CAD base maps, and the established tunnel center lines of Civil 3D is imported the Revit models, in making Heart line is aligned with base map.
Step 3:The projection of the tunnel center line imported respectively with line transect pickup in plane and facade, becomes two The complete projection line of item.Using this two projection lines as key side, respectively in two perpendicular direction create stretch, two stretching Intersection is a space line that can directly pick up, i.e., required tunnel center line.
Step 4:Metric system profile is created in Revit, and tunnel cross-section is divided into 14 parts, is stored as profile race respectively. Tunnel center line is picked up, profile race is loaded into, tunnel model is established in setting-out fusion.In setting-out fusion, the reality of profile corner is established Example parameter realizes the close splicing of adjacent two tunnel construction sections to be finely tuned to profile corner.
Step 5:Establish the model of the accessory structures such as transverse passage-way, Ventilator Room.When accessory structure splices with main body tunnel, having The redundance of collision establishes hollow stretching, and redundance is cut off, and realizes the close splicing of accessory structure and main body tunnel.
(3) Civil 3D is combined to determine that the mode of section carries out the electromechanical modeling of mountain tunnel
Step 1:In Civil 3D, the contour line of tunnel cross section is established, component is created from the multi-section-line of composition profile, And the component is created as assembling.
Step 2:This assembly is added on ready-made tunnel center line in (2), is spaced according to the distance between neighbouring device Fixed range is placed, and is encrypted at the desired position, can determine the tunnel cross-section where equipment in this way.
Step 3:The tunnel center line assembled with tunnel contour is imported into Revit, target section is directly picked up, by work Plane is arranged on the section.
Step 4:Electromechanical equipment is loaded on the working face, Default device radially perpendicular to the face, manually adjusts Rotation angle of equipment makes it be fitted closely with tunnel surface.
(4) automation plug-in unit indirect labor modeling is write
When carrying out the civil engineering modeling of mountain tunnel in (2), the projection line after decomposing is manually picked up, to the 14 of tunnel cross-section A part difference setting-out fusion is relatively complicated, writes plug-in unit indirect labor modeling.It is one after the Projective decomposition of tunnel center line The broken line of unit length, according to the thought of break recently in search selected areas, using line transect not each adjacent folding of connection breaking Point forms a complete projection line.After 14 profile races of tunnel cross-section establish, the profile race specified in plug-in unit is changed File path picks up tunnel center line, can complete 14 setting-outs and merge to form complete main body tunnel.
By taking certain mountain tunnel as an example, the specific implementation flow of the present invention is illustrated.First in Civil 3D, take according to object The mode of route is created, pickup CAD base maps create a route.Then the route is chosen again, makes its skiagraph, forms one Space curve.In king pile command bar new tab, AeccTickLine tag blocks are selected, you can formed in Civil 3D The required tunnel center line with label.The tunnel center line is decomposed and once becomes set of blocks, it is conventional to import Revit metric systems Model.The tunnel is segmented according to the difference of lining section form, it is each after being decomposed with line transect pickup for each section of tunnel Extremity of segment point forms a complete line, which is substantially projection of this section of tunnel center line in reference plane.Similarly, it builds A working face perpendicular to reference plane is found, picks up a complete projection line on this plane.It is vertical flat at the two It is established and is stretched for main side with projection line on face, the intersection of stretching is a space line that can directly pick up, as this section of tunnel Road center line, as shown in Figure 2.
Tunnel cross-section is disassembled according to the principle of " contour line cannot intersect and cannot be nested " into different piece, such as lubrication groove Exterior feature, outer profile, collecting gutter, right collecting gutter etc., are stored as profile race respectively.These profile races are loaded into, one section of tunnel of establishment is picked up Road center line, setting-out fusion create tunnel agent structure, as shown in Figure 3.
Since each tunnel construction sections agent structure is to model respectively, usually when the two adjacent tunnel construction sections built up are stitched together It will appear the untight situation of splicing.Therefore, in setting-out fusion, the example of profile corner is established to head and the tail both ends profile respectively Parameter is loaded into project, manually adjusts the close splicing that strength parameter values realize adjacent tunnel section.Accessory structure is spliced When on to main body tunnel, often there is the redundance not actually existed in adjoiner, when such as Ventilator Room being spliced on main body tunnel It waits.The measure taken is that setting-out fusion generates a hollow mould again needing the place sheared, with hollow mould extra Entity is sheared in part position, and extra entity clipping is fallen.
As shown in figure 4, solving mountain tunnel electromechanical equipment modeling problem, it is important to solve the problems, such as that equipment is placed, including put Set place and equipment direction.The contour line of tunnel cross section is established in Civil 3D, and the range line profile is created as filling Match.This assembly is added on heart line in the road, interval fixed range is placed, and is encrypted at the desired position.Tunnel will be carried The tunnel center line of road profile assembly imports Revit, directly picks up target section, and working face is arranged on the section. Finally electromechanical equipment is loaded directly on respective profile section, three-dimensional problem two-dimensional problems can be reduced to, manually adjusted Rotation angle of equipment.
When each extremity of segment point after being decomposed with line transect pickup forms projection line, since each line segment length after decomposition is It 1 meter, causes to manually pick up extremely cumbersome.Plug-in unit is write in Revit API, choosing a certain range of line segment can give birth to automatically At projection line.When setting-out merges and creates tunnel agent structure, since tunnel cross-section is disassembled into many parts, setting-out is needed to melt It closes repeatedly, increases modeling work amount.Plug-in unit is write in Revit API, inputs folder location where setting-out profile, It is done directly all setting-out fusions in this section of tunnel.
Through the above steps, the civil engineering BIM models of the mountain tunnel and electromechanics BIM model mergings are got up, can be completed Tunnel modeling.The two bid section BIM models of tunnel after completion are as shown in Figure 5.High modeling efficiency realizes the quick of mountain tunnel Fining modeling.

Claims (6)

1. a kind of mountain tunnel BIM modeling methods quickly refined, which is characterized in that include the following steps:
1) mountain tunnel BIM modeling standards are determined, determine plan view and elevation of the CAD base maps in BIM models;
2) it uses Revit and Civil 3D to carry out the civil engineering modeling of mountain tunnel, specifically includes:
21) in Civil 3D, the mode for creating road is taken, CAD base maps is picked up in plane and facade respectively and establishes space Line generates the tunnel center line in Civil 3D;
22) on the tunnel center line in Civil 3D, a road is labeled every ten meters of mileages, for indicating mileage;
23) Revit metric system conventional models are created, CAD base maps is imported, tunnel center line is placed on origin in Civil 3D, and Import the tunnel center line alignment of Revit and CAD base maps;
24) the tunnel center line for importing Revit is replicated once, two tunnel center lines coincide together, and working face is set It is set to horizontal reference plane, center line decomposition in a tunnel therein is once become into set of blocks;
25) according to the difference of mountain tunnel profiled outline, mountain tunnel is segmented, with every section of mountain ridge in spline curve pickup 24) Small line segment in tunnel mileage generates projection of the center line on horizontal reference plane;
26) it sets working face to vertical reference plane, another tunnel center line decomposition is once become into set of blocks, with step It is rapid 25) in identical mode in vertical reference plane with spline curve pick up the small line segment of unit length, generate tunnel center line Projection in vertical reference plane;
27) projection of the tunnel center line in horizontal reference plane, vertical reference plane is expanded respectively and form closed curve, project Line is the key side of closed curve, is created and is stretched according to closed curve, and the curve intersected by the stretched face of key side is i.e. For mountain tunnel center line;
28) metric system profile is created in Revit, tunnel cross-section is divided into multiple portions and is stored as profile race respectively, and pickup is each Section tunnel center line, is loaded into corresponding tunnel contour race, and each section of main body tunnel is established in setting-out fusion;
29) each section of main body tunnel is stitched together, the instance parameter of profile corner is set, each adjacent tunnel section is spliced and is aligned;
210) model of mountain tunnel accessory structure is created, and is spliced with main body tunnel, in accessory structure and main body tunnel Adjacent position creates hollow mould and shears redundance;
3) it combines Civil 3D to determine the mode of section, carries out the electromechanical modeling of mountain tunnel, specifically include following steps:
31) according to electromechanical equipment type common in mountain tunnel, electromechanical equipment is classified, is respectively completed machine in each major class The Revit in electric equipment race library is modeled;
32) after the modeling work for completing each electromechanical equipment race library, in Civil 3D, the contour line of tunnel cross section is established, from The multi-section-line for forming profile creates component, and the component is created as assembling;
33) tunnel contour is traditional thread binding matches for addition on the mountain tunnel center line created in step 27), will assembly addition in each machine Mileage section where electric equipment;
34) the tunnel center line assembled with tunnel contour, the electromechanical equipment race library created are imported into Revit, directly picked up Working face is arranged on the target section target section;
35) corresponding electromechanical equipment is loaded on the working face, adjusts electromechanical equipment rotation angle, makes itself and tunnel surface It fits closely, work is placed in the space for completing a large amount of electromechanical equipments.
2. a kind of mountain tunnel BIM modeling methods quickly refined according to claim 1, which is characterized in that described Step 29) in, establish the instance parameter of profile corner in setting-out fusion process, realize the close of adjacent two main bodys tunnel construction sections Splicing.
3. a kind of mountain tunnel BIM modeling methods quickly refined according to claim 1, which is characterized in that described Step 210) in, when accessory structure and main body tunnel splice, hollow stretching is established in the redundance for having collision, by excess portion Sub-cut is cut, and realizes the close splicing of accessory structure and main body tunnel.
4. a kind of mountain tunnel BIM modeling methods quickly refined according to claim 1, which is characterized in that described Step 210) in, complete the modeling work in mountain tunnel civil engineering accessory structure BIM races libraries, accessory structure include transverse passage-way, Lower Ventilator Room, electric substation.
5. a kind of mountain tunnel BIM modeling methods quickly refined according to claim 1, which is characterized in that described Step 1) in, modeling standard include file-naming standard, view naming standard, working set setting and view setting.
6. a kind of mountain tunnel BIM modeling methods quickly refined according to claim 1, which is characterized in that described Step 31) in, electromechanical equipment is divided into tunnel power supply and distribution, tunnel illuminating system, Tunnel Ventilation System, fire alarm and tunnel and disappears Anti-, traffic control system, EMS, event detection system, emergency call and broadcast system, central control management system Nine major class.
CN201810271156.1A 2018-03-29 2018-03-29 Refined mountain tunnel BIM modeling method Active CN108563851B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810271156.1A CN108563851B (en) 2018-03-29 2018-03-29 Refined mountain tunnel BIM modeling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810271156.1A CN108563851B (en) 2018-03-29 2018-03-29 Refined mountain tunnel BIM modeling method

Publications (2)

Publication Number Publication Date
CN108563851A true CN108563851A (en) 2018-09-21
CN108563851B CN108563851B (en) 2021-06-04

Family

ID=63533331

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810271156.1A Active CN108563851B (en) 2018-03-29 2018-03-29 Refined mountain tunnel BIM modeling method

Country Status (1)

Country Link
CN (1) CN108563851B (en)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109446717A (en) * 2018-11-15 2019-03-08 中铁第六勘察设计院集团有限公司 Based on two three-dimensional linkage methods of exhibiting of BIM plus 3DGIS linear engineering
CN109492311A (en) * 2018-11-15 2019-03-19 中铁第六勘察设计院集团有限公司 Shield tunnel BIM parametric modeling and light-weight technologg method
CN109711052A (en) * 2018-12-27 2019-05-03 河南省交通规划设计研究院股份有限公司 Tunnel model creation method based on Revit+Dynamo
CN109800536A (en) * 2019-02-17 2019-05-24 四川汶马高速公路有限责任公司 One kind parameterizing tunnel model fast modeling method based on Revit and Dynamo
CN110909407A (en) * 2019-11-22 2020-03-24 中铁二局集团有限公司 Cave laboratory and vertical shaft BIM model creation method based on BIM
CN110990930A (en) * 2019-12-06 2020-04-10 中铁一局集团有限公司 Tunnel BIM rapid modeling method
CN112487521A (en) * 2020-11-03 2021-03-12 重庆大学 Point cloud-based BIM (building information modeling) method and system for tunnel reconstruction project
CN112651071A (en) * 2020-12-25 2021-04-13 四川省交通勘察设计研究院有限公司 Automatic modeling method and system for BIM (building information modeling) of tunnel
CN112733230A (en) * 2020-12-31 2021-04-30 江苏美城建筑规划设计院有限公司 Building electromechanical pipeline comprehensive optimization method based on BIM technology
CN112836309A (en) * 2021-01-13 2021-05-25 中建八局轨道交通建设有限公司 Method for rapidly marking shield tunnel segment ring number
CN113554756A (en) * 2021-07-30 2021-10-26 招商局重庆交通科研设计院有限公司 Rapid construction method of lightweight three-dimensional model of highway tunnel
CN114781045A (en) * 2022-06-22 2022-07-22 墨斗(天津)科技有限公司 BIM-based tunnel structure shield segment parameterization design method
CN114861287A (en) * 2022-06-30 2022-08-05 墨斗(天津)科技有限公司 BIM-based parametric design method for open excavation section of tunnel structure

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102779357A (en) * 2012-04-20 2012-11-14 同济大学 Expressway tunnel and tunnel group operation environment visual scene simulation method and system
KR101650480B1 (en) * 2015-07-27 2016-09-05 한국건설기술연구원 System and method for tunnel bim simmulation using tunnel construction data and tunnel face xml data
CN106194206A (en) * 2016-07-18 2016-12-07 广州地铁设计研究院有限公司 A kind of duct pieces of shield tunnel information visualization modeling method
CN106522984A (en) * 2016-08-25 2017-03-22 广州地铁设计研究院有限公司 Modeling method for three-dimensional refined splicing of shield tunnel duct pieces
CN107100645A (en) * 2017-06-30 2017-08-29 中交二公局第四工程有限公司 Shield tunnel curve section section of jurisdiction preassembling selection designing method based on BIM technology

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102779357A (en) * 2012-04-20 2012-11-14 同济大学 Expressway tunnel and tunnel group operation environment visual scene simulation method and system
KR101650480B1 (en) * 2015-07-27 2016-09-05 한국건설기술연구원 System and method for tunnel bim simmulation using tunnel construction data and tunnel face xml data
CN106194206A (en) * 2016-07-18 2016-12-07 广州地铁设计研究院有限公司 A kind of duct pieces of shield tunnel information visualization modeling method
CN106522984A (en) * 2016-08-25 2017-03-22 广州地铁设计研究院有限公司 Modeling method for three-dimensional refined splicing of shield tunnel duct pieces
CN107100645A (en) * 2017-06-30 2017-08-29 中交二公局第四工程有限公司 Shield tunnel curve section section of jurisdiction preassembling selection designing method based on BIM technology

Non-Patent Citations (5)

* Cited by examiner, † Cited by third party
Title
CHE DEFU等: "《A new method of tunnel 3D modeling and its applications》", 《2011 IEEE INTERNATIONAL GEOSCIENCE AND REMOTE SENSING SYMPOSIUM》 *
XIE XIONGYAO: "《Research for framework of BIM-based platform on facility maintenance management on the operating stage in metro station》", 《APPLIED MECHANICS AND MATERIALS》 *
戴林发宝: "《隧道工程BIM应用现状与存在问题综述》", 《铁路标准设计》 *
王大威: "《使用BIM创建高速公路三维建模》", 《建筑工程技术与设计》 *
陈杰: "《铁路山岭隧道BIM设计应用研究_》", 《铁路山岭隧道BIM设计应用研究》 *

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109492311A (en) * 2018-11-15 2019-03-19 中铁第六勘察设计院集团有限公司 Shield tunnel BIM parametric modeling and light-weight technologg method
CN109446717A (en) * 2018-11-15 2019-03-08 中铁第六勘察设计院集团有限公司 Based on two three-dimensional linkage methods of exhibiting of BIM plus 3DGIS linear engineering
CN109492311B (en) * 2018-11-15 2023-05-30 中铁第六勘察设计院集团有限公司 BIM parameterized modeling and lightweight processing method for shield tunnel
CN109711052B (en) * 2018-12-27 2022-09-23 河南省交通规划设计研究院股份有限公司 Revit + Dynamo-based tunnel model creation method
CN109711052A (en) * 2018-12-27 2019-05-03 河南省交通规划设计研究院股份有限公司 Tunnel model creation method based on Revit+Dynamo
CN109800536A (en) * 2019-02-17 2019-05-24 四川汶马高速公路有限责任公司 One kind parameterizing tunnel model fast modeling method based on Revit and Dynamo
CN110909407A (en) * 2019-11-22 2020-03-24 中铁二局集团有限公司 Cave laboratory and vertical shaft BIM model creation method based on BIM
CN110990930A (en) * 2019-12-06 2020-04-10 中铁一局集团有限公司 Tunnel BIM rapid modeling method
CN112487521A (en) * 2020-11-03 2021-03-12 重庆大学 Point cloud-based BIM (building information modeling) method and system for tunnel reconstruction project
CN112651071A (en) * 2020-12-25 2021-04-13 四川省交通勘察设计研究院有限公司 Automatic modeling method and system for BIM (building information modeling) of tunnel
CN112733230A (en) * 2020-12-31 2021-04-30 江苏美城建筑规划设计院有限公司 Building electromechanical pipeline comprehensive optimization method based on BIM technology
CN112836309A (en) * 2021-01-13 2021-05-25 中建八局轨道交通建设有限公司 Method for rapidly marking shield tunnel segment ring number
CN113554756A (en) * 2021-07-30 2021-10-26 招商局重庆交通科研设计院有限公司 Rapid construction method of lightweight three-dimensional model of highway tunnel
CN114781045A (en) * 2022-06-22 2022-07-22 墨斗(天津)科技有限公司 BIM-based tunnel structure shield segment parameterization design method
CN114781045B (en) * 2022-06-22 2022-09-16 墨斗(天津)科技有限公司 BIM-based tunnel structure shield segment parametric design method
CN114861287A (en) * 2022-06-30 2022-08-05 墨斗(天津)科技有限公司 BIM-based parametric design method for open excavation section of tunnel structure
CN114861287B (en) * 2022-06-30 2022-10-28 墨斗(天津)科技有限公司 BIM-based tunnel structure open cut section parametric design method

Also Published As

Publication number Publication date
CN108563851B (en) 2021-06-04

Similar Documents

Publication Publication Date Title
CN108563851A (en) A kind of mountain tunnel BIM modeling methods quickly refined
CN109800536A (en) One kind parameterizing tunnel model fast modeling method based on Revit and Dynamo
CN110210097B (en) Metal roof optimized construction method based on BIM technology
CN107516161A (en) A kind of project progress management-control method based on BIM
CN102750419B (en) Subway comprehensive pipeline aided design system and method
CN109359351A (en) A kind of pipeline three-dimensional modeling method and pipe design method
CN107974945A (en) BIM modeling methods based on the construction of Section Rigid Surveillance of Continuous Beam cantilever pouring
KR102269474B1 (en) Method for extracting 2d drawing data of pipelines to generate 3d design data
CN104063529A (en) Simulation method of layout planning of digital automobile plant
CN109615700B (en) Three-dimensional virtual reality tunnel monitoring system and operation method thereof
CN108647450A (en) A kind of pre-buried big foundation bolt construction method based on BIM technology
CN109377558A (en) A kind of generation method in three-dimensional visualization tunnel
CN112685524A (en) BIM and GIS integration method for assisting in operation and maintenance of power tunnel
EP3427167A1 (en) Method for providing details to a computer aided design (cad) model, a computer program product and a server therefore
CN110516387A (en) A kind of quick locating query method in position based on mobile phone B IM model
CN108984876A (en) A kind of service sleeve automation modeling method and system based on BIM
JP2960626B2 (en) Plant equipment design and production support system
CN103136788A (en) Three-dimensional blood vessel bifurcation visualized reconstructing method
CN103729516A (en) Three-dimensional technology inverted sequence modeling method and device
CN108197357A (en) The automatic fenestration system of furred ceiling, boring method, electronic equipment and computer program
CN114742384A (en) BIM three-dimensional reconstruction-based visual power grid intelligent control method
CN103089307A (en) Mine safety production command and dispatching system
Chen et al. Integration of Augmented Reality and indoor positioning technologies for on-site viewing of BIM information
Fidosova et al. Three-Dimensional Modelling of Spatial Data in Urban Territory
CN103729512A (en) Three-dimensional technology modeling method and device

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant