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A Fast Extraction Method of Tunnel Section Based on Raw Point Cloud Data

An extraction method and technology of point cloud data, applied in cross-section drawing, image data processing, measuring devices, etc., to achieve accurate extraction, rigorous theory, and easy implementation

Active Publication Date: 2020-04-10
HUNAN LIANZHI BRIDGE & TUNNEL TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0008] The purpose of the present invention is to provide a method for fast extraction of tunnel sections based on original point cloud data to solve the problem of fast extraction of tunnel sections

Method used

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  • A Fast Extraction Method of Tunnel Section Based on Raw Point Cloud Data
  • A Fast Extraction Method of Tunnel Section Based on Raw Point Cloud Data
  • A Fast Extraction Method of Tunnel Section Based on Raw Point Cloud Data

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Embodiment 1

[0043] see Figure 1~Figure 7 , a method for quickly extracting tunnel sections based on original point cloud data, this embodiment is applied to the monitoring and measurement of a highway tunnel in Guangdong.

[0044] A method for quickly extracting tunnel sections based on original point cloud data includes the following steps:

[0045] Step 1: Collect the tunnel section design drawing and the route horizontal curve element table and vertical curve element table of the section where it is located, as well as the original coordinate point cloud data of the tunnel surface acquired by scanning , Represents a point cloud, where the subscript Indicates natural numbers; point cloud data It belongs to the left-handed coordinate system, that is, the x-axis points to the direction of true north, and the y-axis points to the direction of true east.

[0046] Step 2: Calculate the slope k at the section S to be extracted, and sort the original coordinate point cloud data Dr alo...

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Abstract

The present invention provides a method for rapid extraction of tunnel sections based on original point cloud data. It includes the following steps: Step 1: Scan the original coordinate point cloud data Dr of the tunnel surface obtained; Step 2: Calculate the slope k at the section S to be extracted, and obtain the sorted point cloud data Ds based on the value of k; Step 3: Roughly extract the point cloud data to obtain the point cloud data Dc; Step 4: Finely extract the point cloud data to obtain the cross-section point set Dp; Step 5: Convert the extracted cross-section point set Dp to a plane coordinate system. This invention collects the tunnel section design drawing and the flat curve element table and vertical curve element table of the interval where the tunnel is located; calculates the center coordinates and normal vector of the section to be extracted, and performs two extractions, rough extraction and fine extraction, among which rough extraction The operation can filter out 90% of the point cloud data, thereby improving calculation efficiency, and finally obtains the extracted cross-section coordinate data, which can be converted into a plane coordinate system as needed.

Description

technical field [0001] The invention relates to the technical field of three-dimensional laser scanning tunnel monitoring and measurement, in particular to a method for quickly extracting tunnel sections based on original point cloud data. Background technique [0002] Monitoring and measurement technology is an important part of tunnel construction, an important technical means to grasp the surrounding rock dynamics and verify the rationality of the support structure, and an important basis for determining a reasonable support time. The importance of monitoring and measurement technology is self-evident, and the management unit has also invested a lot of manpower and material resources. However, the monitoring and measurement methods have not been greatly developed in the past two decades, and mechanical measurement methods such as precision levels and convergence gauges are still used. , the efficiency is extremely low, and the measurement results are seriously disturbed b...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06T3/00G01B11/00G01C7/06
CPCG01B11/00G01C7/06G06T3/06
Inventor 吴勇生曾雄鹰龙兴
Owner HUNAN LIANZHI BRIDGE & TUNNEL TECH
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