AU2020100893A4 - Tunnel measurement and control method based on combination of three-dimensional laser scanner and bim - Google Patents

Tunnel measurement and control method based on combination of three-dimensional laser scanner and bim Download PDF

Info

Publication number
AU2020100893A4
AU2020100893A4 AU2020100893A AU2020100893A AU2020100893A4 AU 2020100893 A4 AU2020100893 A4 AU 2020100893A4 AU 2020100893 A AU2020100893 A AU 2020100893A AU 2020100893 A AU2020100893 A AU 2020100893A AU 2020100893 A4 AU2020100893 A4 AU 2020100893A4
Authority
AU
Australia
Prior art keywords
point cloud
tunnel
software
bim
laser scanner
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.)
Ceased
Application number
AU2020100893A
Inventor
Hanyuan Li
Min Li
Yudong YAN
Peng Zhang
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.)
China Railway 18th Bureau Group Co Ltd
Fifth Engineering Co Ltd of China Railway 18th Bureau Group Co Ltd
Original Assignee
China Railway 18th Bureau Group Co Ltd
Fifth Engineering Co Ltd of China Railway 18th Bureau Group Co Ltd
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 China Railway 18th Bureau Group Co Ltd, Fifth Engineering Co Ltd of China Railway 18th Bureau Group Co Ltd filed Critical China Railway 18th Bureau Group Co Ltd
Application granted granted Critical
Publication of AU2020100893A4 publication Critical patent/AU2020100893A4/en
Ceased legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B11/00Measuring arrangements characterised by the use of optical techniques
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C7/00Tracing profiles
    • G01C7/06Tracing profiles of cavities, e.g. tunnels
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T17/00Three dimensional [3D] modelling, e.g. data description of 3D objects
    • G06T17/05Geographic models

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Remote Sensing (AREA)
  • Geometry (AREA)
  • Software Systems (AREA)
  • Multimedia (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Computer Graphics (AREA)
  • Theoretical Computer Science (AREA)
  • Length Measuring Devices By Optical Means (AREA)

Abstract

The present invention discloses a tunnel measurement and control method based on a combination of a three-dimensional laser scanner and a BIM, comprising: conducting three-dimensional point cloud scanning in a tunnel at each stage to obtain point cloud data; splicing, denoising and coloring the point cloud data by using professional point cloud software to obtain optimized point cloud data models at various stages; building a tunnel structure model by using BIM parametric modeling software; importing the point cloud data models and the tunnel structure model into third-party visualization software for comparison and analysis, and simultaneously realizing monitoring and advanced pre-control through cross section analysis. The present invention solves the difficult problems of a traditional tunnel measurement and control mode and realizes efficient and accurate measurement and control for tunnel over-excavation and under-excavation, secondary lining thickness and structural deviation. 1/1 S1. Scanning in a tunnel by using a three-dimensional laser scanner to obtain point cloud data S2. Processing through professional point cloud software to obtain point cloud models S3. Building a tunnel structure model by using BIM software S4. Importing into third-party visualization software for comparison, and realizing monitonng and advanced pre-control through cross section analysis FIG. 1

Description

1/1
S1. Scanning in a tunnel by using a three-dimensional laser scanner to obtain point cloud data
S2. Processing through professional point cloud software to obtain point cloud models
S3. Building a tunnel structure model by using BIM software
S4. Importing into third-party visualization software for comparison, and realizing monitonng and advanced pre-control through cross section analysis
FIG. 1
TUNNEL MEASUREMENT AND CONTROL METHOD BASED ON COMBINATION OF THREE-DIMENSIONAL LASER SCANNER AND BIM TECHNICAL FIELD
[0001] The present invention relates to, and more particularly, relates to a tunnel measurement and control method based on a combination of a three-dimensional laser scanner and a BIM.
BACKGROUND OF THE PRESENT INVENTION
[0002] At present, in tunnel construction, with the continuous development of the industry information technology, high-precision detection, pre-control and construction have become a trend. For use of traditional methods: a. in a radar nondestructive testing method, it is difficult to measure higher parts such as tunnel vaults, the amount of data collected is small, the accuracy is low, the efficiency is low, and the operation is inconvenient; and b. although a method of detecting construction deviation with a cross section instrument improves the effect relatively, the elevation and plane accuracy are difficult to control, the efficiency is still slow and the limitations are large. According to the above situation and the characteristics of tunnel construction, the phase-type three-dimensional laser scanner is combined with the BIM technology, which can achieve high-precision and high-efficiency tunnel measurement and control, make up for the defects of the traditional methods, solve the problems of tunnel measurement and control and realize the measurement and control effects of tunnel over-excavation and under-excavation, secondary lining thickness and structural deviation.
SUMMARY OF PRESENT INVENTION
[0003] The purpose of the present invention is to overcome the defects in the prior art and propose a tunnel measurement and control method based on a combination of a three-dimensional laser scanner and a BIM, so as to solve the difficult problems of a traditional tunnel measurement and control mode and realize efficient and accurate measurement and control for tunnel over-excavation and under-excavation, secondary lining thickness and structural deviation.
[0004] The purpose of the present invention is achieved by the following technical solution.
[0005] A tunnel measurement and control method based on a combination of a three-dimensional laser scanner and a BIM in the present invention comprises the following steps:
[0006] step 1: conducting three-dimensional point cloud scanning in a tunnel at each stage to obtain point cloud data;
[0007] step 2: splicing, denoising and coloring the point cloud data by using professional point cloud software to obtain optimized point cloud data models at various stages;
[0008] step 3: building a tunnel structure model by using BIM parametric modeling software;
[0009] step 4: importing the point cloud data models and the tunnel structure model into third-party visualization software for comparison and analysis, and simultaneously realizing monitoring and advanced pre-control through cross section analysis.
[0010] In the step 1, a phase-type three-dimensional laser scanner is used for conducting three-dimensional point cloud scanning.
[0011] In the step 2, the professional point cloud software uses reverse modeling software.
[0012] Compared with the prior art, the technical solution of the present invention brings the following beneficial effects:
[0013] The present invention uses the combination of the three-dimensional laser scanner and the BIM technology to conduct comparison and analysis of reverse modeling and forward modeling, so as to achieve high-precision and high-efficiency tunnel measurement and control, make up for the defects of the traditional methods, solve the difficult problems of the traditional tunnel measurement and control mode and realize the measurement and control effects of tunnel over-excavation and under-excavation, secondary lining thickness and structural deviation.
[0014] The present invention overcomes various defects such as small data collection, low precision, low efficiency, inconvenient operation, large limitations and the like in the existing measurement and control mode in tunnel construction, and realizes efficient and accurate measurement and control for tunnel over-excavation and under-excavation, secondary lining thickness and structural deviation.
DESCRIPTION OF THE DRAWINGS
[0015] Fig. 1 is a flow chart of a tunnel measurement and control method based on a combination of a three-dimensional laser scanner and a BIM of the present invention.
DETAILED DESCRIPTION OF PREFERRED EMBODIMENTS
[0016] In order to make the method of the measurement and control process of the present invention and advantages clearer, the present invention will be further described below in detail through specific embodiments. The specific embodiments described herein are only used to explain the present invention, and not to limit the present invention.
[0017] As shown in Fig. 1, a tunnel measurement and control method based on a combination of a three-dimensional laser scanner and a BIM of the present invention is specifically realized as follows:
[0018] Step 1: in all stages, e.g., before blasting, after the first support and after secondary lining, three-dimensional point cloud scanning is conducted in a tunnel to obtain point cloud data.
[0019] Further, before measurement, a tripod and a reference control point need to be surveyed. At the same time, according to the characteristics of the tunnel construction, a phase-type three-dimensional laser scanner needs to be selected here, which is more accurate than other methods. The phase-type three-dimensional laser scanner is used for segmented measurement, and a target ball is arranged at the splice to reduce the measurement deviation. At the same time, the phase-type three-dimensional laser scanner has a true color camera which can restore the original appearance of the tunnel to the greatest extent in post-processing.
[0020] Step 2: the point cloud data is spliced, denoised and colored by using professional point cloud software to obtain optimized point cloud data models at various stages, wherein the professional point cloud software uses reverse modeling software, such as Scene.
[0021] Step 3: a tunnel structure model is built quickly and accurately by using BIM parametric modeling software such as Dynamo.
[0022] Step 4: the point cloud data models and the tunnel structure model are imported into third-party visualization software for comparison and analysis; over-excavation and under-excavation positions and structural deviation positions are marked; and simultaneously, monitoring and advanced pre-control can be realized through cross section analysis, thereby realizing review of tunnel over-excavation and under-excavation, secondary lining thickness and structural deviation.
[0023] Although the functions and the working process of the present invention are described above with reference to the drawings, the present invention is not limited to the above specific functions and working process. The above specific embodiments are only schematic, not restrictive. Under the inspiration of the present invention, those ordinary skilled in the art can make many forms without departing from the spirit of the present invention and the scope of the claims, and these forms belong to the protection scope of the present invention.

Claims (3)

  1. We claim: 1. A tunnel measurement and control method based on a combination of a three-dimensional laser scanner and a BIM, comprising the following steps: step 1: conducting three-dimensional point cloud scanning in a tunnel at each stage to obtain point cloud data; step 2: splicing, denoising and coloring the point cloud data by using professional point cloud software to obtain optimized point cloud data models at various stages; step 3: building a tunnel structure model by using BIM parametric modeling software; step 4: importing the point cloud data models and the tunnel structure model into third-party visualization software for comparison and analysis, and simultaneously realizing monitoring and advanced pre-control through cross section analysis.
  2. 2. The tunnel measurement and control method based on the combination of the three-dimensional laser scanner and the BIM according to claim 1, wherein in the step 1, a phase-type three-dimensional laser scanner is used for conducting three-dimensional point cloud scanning.
  3. 3. The tunnel measurement and control method based on the combination of the three-dimensional laser scanner and the BIM according to claim 1, wherein in the step 2, the professional point cloud software uses reverse modeling software.
AU2020100893A 2019-11-28 2020-05-29 Tunnel measurement and control method based on combination of three-dimensional laser scanner and bim Ceased AU2020100893A4 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201911187880.7A CN111023966A (en) 2019-11-28 2019-11-28 Tunnel measurement and control method based on combination of three-dimensional laser scanner and BIM
CN201911187880.7 2019-11-28

Publications (1)

Publication Number Publication Date
AU2020100893A4 true AU2020100893A4 (en) 2020-07-09

Family

ID=70202781

Family Applications (1)

Application Number Title Priority Date Filing Date
AU2020100893A Ceased AU2020100893A4 (en) 2019-11-28 2020-05-29 Tunnel measurement and control method based on combination of three-dimensional laser scanner and bim

Country Status (3)

Country Link
CN (1) CN111023966A (en)
AU (1) AU2020100893A4 (en)
WO (1) WO2021103433A1 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112685809A (en) * 2020-12-10 2021-04-20 上海燃气工程设计研究有限公司 BIM technology-based method for simulating construction process of gas pipeline in tunnel
CN112857252A (en) * 2021-01-12 2021-05-28 深圳市地铁集团有限公司 Tunnel image boundary line detection method based on reflectivity intensity
CN112884647A (en) * 2021-01-26 2021-06-01 青岛国信海天中心建设有限公司 Embedded part construction positioning method based on BIM point cloud technology guidance
CN112901207A (en) * 2021-04-23 2021-06-04 中交路桥南方工程有限公司 Treatment method for collapse in tunnel during arch change of secondary lining in sulfate corrosion section of operation tunnel
CN113006873A (en) * 2021-04-08 2021-06-22 重庆城投基础设施建设有限公司 Intelligent tunnel water-proof and drainage system and method based on BIM technology
CN113420020A (en) * 2021-07-02 2021-09-21 中易天建设工程技术(深圳)有限公司 Tunnel point cloud data denoising method and device, computer equipment and storage medium
CN115049687A (en) * 2022-08-16 2022-09-13 中国长江三峡集团有限公司 Point cloud extraction method, device, equipment and medium

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111023966A (en) * 2019-11-28 2020-04-17 中铁十八局集团第五工程有限公司 Tunnel measurement and control method based on combination of three-dimensional laser scanner and BIM
CN113763570A (en) * 2020-06-01 2021-12-07 武汉海云空间信息技术有限公司 Tunnel point cloud high-precision rapid automatic splicing method
CN112037317B (en) * 2020-06-05 2024-01-26 天津华宁电子有限公司 Drawing method and drawing system for three-dimensional graph of cut coal wall
CN112487521B (en) * 2020-11-03 2023-06-02 重庆大学 Tunnel reconstruction engineering BIM modeling method and system based on point cloud
CN113221221A (en) * 2021-05-11 2021-08-06 中国五冶集团有限公司 BIM technology-based method for positioning prestressed pipeline on precast beam
CN113280703B (en) * 2021-06-28 2023-04-11 中铁十八局集团有限公司 Drilling and blasting construction tunnel overbreak and underexcavation control method based on BIM technology
CN113722796B (en) * 2021-08-29 2023-07-18 中国长江电力股份有限公司 Vision-laser radar coupling-based lean texture tunnel modeling method
CN113808093A (en) * 2021-09-10 2021-12-17 中铁一局集团第五工程有限公司 Tunnel primary support shotcrete thickness detection method based on 3D laser scanner
CN113970291B (en) * 2021-09-23 2024-03-15 中国电建集团华东勘测设计研究院有限公司 Quick measuring method for underground cavern surrounding rock super-underexcavation amount based on three-dimensional laser scanning
CN114997003B (en) * 2022-05-25 2023-06-20 广东交通职业技术学院 Multi-model fusion tunnel construction risk prediction method, system, device and medium
CN114912185B (en) * 2022-06-27 2024-03-19 中国十七冶集团有限公司 Dynamo-based pile foundation engineering modeling and engineering quantity statistics method
CN117216842A (en) * 2023-09-07 2023-12-12 中铁一局集团有限公司 Dynamic control method and system for tunnel excavation blasting section by drilling and blasting method

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2497517B (en) * 2011-12-06 2016-05-25 Toshiba Res Europe Ltd A reconstruction system and method
CN102564393A (en) * 2011-12-28 2012-07-11 北京工业大学 Method for monitoring and measuring full section of tunnel through three-dimensional laser
CN105756711B (en) * 2016-03-02 2018-03-16 中交第二航务工程局有限公司 Constructing tunnel based on 3 D laser scanning, which just props up, invades limit monitoring analysis and early warning method
CN106524920A (en) * 2016-10-25 2017-03-22 上海建科工程咨询有限公司 Application of field measurement in construction project based on three-dimensional laser scanning
CN107093206B (en) * 2017-04-20 2021-04-02 中铁十一局集团电务工程有限公司 Method for rapid BIM modeling by using 3D laser scanning technology
CN108090284A (en) * 2017-12-19 2018-05-29 建基工程咨询有限公司 Application based on laser scanning modeling reverse Engineering Technology in construction Supervision
CN108759774B (en) * 2018-05-28 2022-04-12 中国建筑第八工程局有限公司 Measuring method of irregular curved tunnel
CN109146711A (en) * 2018-07-02 2019-01-04 中国十七冶集团有限公司 A method of comprehensive utilization BIM technology and 3D laser scanning system Optimizing construction
CN109101709A (en) * 2018-07-25 2018-12-28 中国十七冶集团有限公司 The site construction management system that 3D laser scanner technique is combined with BIM technology
CN110411364B (en) * 2019-07-23 2021-11-09 中国建筑第八工程局有限公司 Method for monitoring deformation of construction external scaffold
CN111023966A (en) * 2019-11-28 2020-04-17 中铁十八局集团第五工程有限公司 Tunnel measurement and control method based on combination of three-dimensional laser scanner and BIM

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112685809A (en) * 2020-12-10 2021-04-20 上海燃气工程设计研究有限公司 BIM technology-based method for simulating construction process of gas pipeline in tunnel
CN112857252A (en) * 2021-01-12 2021-05-28 深圳市地铁集团有限公司 Tunnel image boundary line detection method based on reflectivity intensity
CN112857252B (en) * 2021-01-12 2023-04-07 深圳市地铁集团有限公司 Tunnel image boundary line detection method based on reflectivity intensity
CN112884647A (en) * 2021-01-26 2021-06-01 青岛国信海天中心建设有限公司 Embedded part construction positioning method based on BIM point cloud technology guidance
CN113006873A (en) * 2021-04-08 2021-06-22 重庆城投基础设施建设有限公司 Intelligent tunnel water-proof and drainage system and method based on BIM technology
CN112901207A (en) * 2021-04-23 2021-06-04 中交路桥南方工程有限公司 Treatment method for collapse in tunnel during arch change of secondary lining in sulfate corrosion section of operation tunnel
CN112901207B (en) * 2021-04-23 2023-04-07 中交路桥南方工程有限公司 Treatment method for collapse in tunnel during arch change of secondary lining in sulfate corrosion section of operation tunnel
CN113420020A (en) * 2021-07-02 2021-09-21 中易天建设工程技术(深圳)有限公司 Tunnel point cloud data denoising method and device, computer equipment and storage medium
CN115049687A (en) * 2022-08-16 2022-09-13 中国长江三峡集团有限公司 Point cloud extraction method, device, equipment and medium

Also Published As

Publication number Publication date
WO2021103433A1 (en) 2021-06-03
CN111023966A (en) 2020-04-17

Similar Documents

Publication Publication Date Title
AU2020100893A4 (en) Tunnel measurement and control method based on combination of three-dimensional laser scanner and bim
CN104792274B (en) A kind of measuring method of circular tunnel convergent deformation
CN109101709A (en) The site construction management system that 3D laser scanner technique is combined with BIM technology
CN102967270B (en) Measure method and the system thereof of engine tip clearance
CN106845011B (en) Large-scale gas turbine blade digital ray partition detection method
CN111709074A (en) Construction method for intelligently controlling large-space special-shaped curved surface based on BIM technology
CN106767524A (en) A kind of hydraulic spoon of blade detection method and device
CN109146711A (en) A method of comprehensive utilization BIM technology and 3D laser scanning system Optimizing construction
CN111369607B (en) Prefabricated part assembling and matching method based on picture analysis
CN103175485A (en) Method for visually calibrating aircraft turbine engine blade repair robot
CN112540089B (en) Application method of digital imaging system in concrete bridge crack detection and analysis
CN103886555A (en) Processing method based on mass three-dimensional laser scanning point cloud data
CN105302961A (en) Three-dimensional photography technology based folded pipe field measurement method
CN110837839B (en) High-precision unmanned aerial vehicle orthographic image manufacturing and data acquisition method
CN112304233B (en) Deformation detection method for construction process of cantilever steel structural member
CN103424087B (en) A kind of large-scale steel plate three-dimensional measurement joining method
CN109141266A (en) A kind of steel construction measurement method and system
CN109990703A (en) A kind of size detecting method and system of prefabricated components
CN115659470A (en) Assembling method, system and application of prefabricated assembled bridge based on BIM concrete segments
CN115100348A (en) Building indoor structure rapid detection method based on BIM
CN115265366A (en) Object deformation detection method and device, terminal equipment and storage medium
CN105651202A (en) Three-dimensional scanning method and device used for measuring volume of mine
CN104217079A (en) Method for measuring axial fan of wind driven generator by reversing technology
CN110864625A (en) Method and system for installing, positioning and detecting construction site equipment
Rashidi et al. Capturing geometry for labeling and mapping built infrastructure: an overview of technologies

Legal Events

Date Code Title Description
FGI Letters patent sealed or granted (innovation patent)
MK22 Patent ceased section 143a(d), or expired - non payment of renewal fee or expiry