Method for evaluating construction quality of tunnel drilling and blasting based on three-dimensional laser scanning

A three-dimensional laser and construction quality technology, which is applied in the direction of measuring devices, optical devices, instruments, etc., can solve the problems that cannot be evaluated by tunnel drilling and blasting construction quality, can not be evaluated by tunnel construction quality, and cannot be used for tunnel engineering drilling and blasting construction quality Evaluation and other issues, to achieve the effect of not being easily disturbed by the outside world, with a high degree of automation and fast speed
CN102798412AInactive Publication Date: 2012-11-28TONGJI UNIV
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Patent Information

Authority / Receiving Office
CN · China
Current Assignee / Owner
TONGJI UNIV
Publication Date
2012-11-28
Estimated Expiration
Not applicable · inactive patent

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Abstract

The invention relates to a method for evaluating the construction quality of a tunnel, and discloses a method for evaluating the construction quality of tunnel drilling and blasting based on three-dimensional laser scanning. The method comprises the following steps of: acquiring data by adopting a tunnel data acquisition module at first, and then processing the acquired data by adopting a tunnel data pre-processing module, building a tunnel three-dimensional model building module according to the processed result, performing post-processing by adopting a tunnel three-dimensional model post-processing module, and finally, evaluating the result by adopting a tunnel drilling and blasting quality evaluation module. The method discloses by the invention has the advantages of being wide in measurement range, strong in applicability, high in automation degree, and good in reliability.
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Description

technical field

[0001] The invention relates to a method for evaluating tunnel construction quality, in particular to a method for evaluating tunnel drilling and blasting construction quality based on three-dimensional laser scanning. Background technique

[0002] The construction quality of tunnel drilling and blasting is related to the safety and benefit of the project. For the deep and long tunnels constructed by the drilling and blasting method, the surrounding rock is a heterogeneous anisotropic discontinuity. Most of the existing blasting design parameters are determined based on empirical formulas and engineering analogy experience data, and the problems caused by random adjustment of blasting parameters It is more prominent, the quality of on-site blasting construction is not optimistic, especially the over-under-excavation of tunnels is common, if not controlled, it will cause huge losses to the tunnel construction.

[0003] The traditional tunnel drilling and blas...

Claims

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