Tunnel construction monitoring measurement and back break measurement control technology

A tunnel construction, measurement and control technology, applied in tunnels, mining equipment, earthwork drilling and mining, etc., can solve the problem that the thickness of the tunnel lining cannot meet the design requirements, it is difficult to accurately reflect the deformation state of the section, and the waterproof material cannot match the rock surface, etc. problems, to achieve the effect of shortening the measurement time, detailed test results, and reducing mutual interference

Active Publication Date: 2021-08-17
贵州铁建工程质量检测咨询有限公司 +3
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Over- and under-excavation will cause many hazards to construction, such as: the increase of excavation and support costs, the inability of waterproof materials to match the rock surface, local stress concentration of surrounding rock, etc.
[0004] Tunnel over- and under-excavation control is an important part of tunnel construction monitoring and measurement. If over-excavation seriously increases the excavation area, the stability of the tunnel face will decrease, which will easily lead to tunnel instability, while under-excavation will increase the thickness of the tunnel lining. Failure to meet the design requirements, leaving quality and safety hazards
Therefore, the control of tunnel excavation is also an important measure to ensure the safety of tunnel construction and the quality of tunnel construction; the traditional over- and under-excavation measurement of tunnel sections has the following disadvantages: 1) The operation is complicated, time-consuming and labor-intensive, and human factors affect the measurement accuracy 2) The environment is complex, there are many adverse factors, and the reliability and sensitivity of the measurement are not high; 3) The measurement points are limited, and it is difficult to accurately reflect the deformation state of the entire section

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0033] A tunnel construction monitoring measurement and over-underbreak measurement control technology, comprising the following steps:

[0034] (1) Carry out tunnel excavation construction. After the initial completion of the tunnel excavation section, use the measuring device to scan the tunnel excavation section to obtain the three-dimensional point cloud data of the excavated tunnel, and use the data processing device to analyze the three-dimensional point cloud data. Cloud data for data processing;

[0035] (2) The measuring device corresponds the scanned 3D point cloud with the actual tunnel excavation section according to the real-time scanning status to obtain the actual 3D model of the excavated tunnel; synthesize the theoretically designed tunnel model with the actual 3D model , to obtain a composite analysis model; the composite analysis model is used to represent the overbreak and underbreak measurement information of the tunnel;

[0036] (3) Adjust and control th...

Embodiment 2

[0052] A tunnel construction monitoring measurement and over-underbreak measurement control technology, comprising the following steps:

[0053] (1) Carry out tunnel excavation construction. After the initial completion of the tunnel excavation section, use the measuring device to scan the tunnel excavation section to obtain the three-dimensional point cloud data of the excavated tunnel, and use the data processing device to analyze the three-dimensional point cloud data. Cloud data for data processing;

[0054] (2) The measuring device corresponds the scanned 3D point cloud with the actual tunnel excavation section according to the real-time scanning status to obtain the actual 3D model of the excavated tunnel; synthesize the theoretically designed tunnel model with the actual 3D model , to obtain a composite analysis model; the composite analysis model is used to represent the overbreak and underbreak measurement information of the tunnel;

[0055] (3) Adjust and control th...

Embodiment 3

[0083]A tunnel construction monitoring measurement and over-underbreak measurement control technology, comprising the following steps:

[0084] (1) Carry out tunnel excavation construction. After the initial completion of the tunnel excavation section, use the measuring device to scan the tunnel excavation section to obtain the three-dimensional point cloud data of the excavated tunnel, and use the data processing device to analyze the three-dimensional point cloud data. Cloud data for data processing;

[0085] (2) The measuring device corresponds the scanned 3D point cloud with the actual tunnel excavation section according to the real-time scanning status to obtain the actual 3D model of the excavated tunnel; synthesize the theoretically designed tunnel model with the actual 3D model , to obtain a composite analysis model; the composite analysis model is used to represent the overbreak and underbreak measurement information of the tunnel;

[0086] (3) Adjust and control the...

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PUM

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Abstract

The invention discloses a tunnel construction monitoring measurement and back break measurement control technology. The control technology comprises the following steps of (1), performing tunnel excavation construction, scanning a tunnel excavation section, obtaining three-dimensional point cloud data, and performing data processing; (2), obtaining an actual three-dimensional model of the excavated tunnel, and synthesizing a theoretically designed tunnel model and the actual three-dimensional model to represent back break measurement information of the tunnel; (3), effectively controlling over-break and under-break conditions of the tunnel; (4), formulating a tunnel construction monitoring and measuring scheme, and carrying out primary support on the tunnel; (5), processing and analyzing data, and determining the construction time of an inverted arch and a secondary lining of the excavated tunnel, and determining the deformation grade condition of the tunnel; and (6), establishing a construction control standard of the excavated tunnel, and guaranteeing that tunnel construction is completed. The control technology can meet the precision requirement of back break measurement, is higher in efficiency than a traditional detection mode, and can be applied to safety monitoring of various tunnel projects.

Description

technical field [0001] The invention relates to the technical field of tunnel engineering measurement, in particular to a tunnel construction monitoring measurement and over-under-excavation measurement control technology. Background technique [0002] During the tunnel construction and operation phases, tunnel deformation monitoring and measurement play an important role. On the one hand, tunnel deformation monitoring and measurement is an important part of tunnel information construction, and it is an important means to feed back the dynamic change trend of surrounding rock and structure, optimize support parameters, and ensure construction safety. On the other hand, tunnel deformation monitoring and measurement is also an important part of tunnel health monitoring. It plays an important role in evaluating the safety status of tunnel structures in real time, implementing safety warnings in a timely manner, and maximizing the service life of tunnels. The main shortcomings ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/00
CPCE21D9/003
Inventor 李建罗晓丰刘德安胡晓陈敏刘飞翔杨文国彭学军汤宇刘磊阳军生童昌苏志来凌涛方文应段磊彭静曾玉德王圣彭雨杨方星桦
Owner 贵州铁建工程质量检测咨询有限公司
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