A system and method for intelligent and rapid determination of tunnel surrounding rock level
A technology of surrounding rock grade and determination method, applied in the field of tunnels, can solve the problem of inability to guarantee the accuracy and objective fairness of surrounding rock grade determination, achieve accuracy and objective fairness, improve construction efficiency, ensure consistency and The effect of accuracy
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Embodiment 1
[0032] Such as Figure 1 to Figure 2 As shown in the figure, an intelligent and rapid judgment system for the surrounding rock level of a tunnel includes a tunnel face, and a construction platform is arranged in front of the tunnel face, and also includes a three-dimensional laser scanner, an infrared detector, a host computer, a laser pointing device, an LED display and The intelligent electronic rebound hammer, wherein the three-dimensional laser scanner, infrared detector, host, laser pointing device and small LED display are respectively arranged on the construction platform of the tunnel face, the intelligent electronic rebound hammer is an independent device, and the The intelligent electronic rebound hammer is connected to the host through a wireless network. The host includes a wireless data interface for matching the intelligent electronic hammer.
Embodiment 2
[0034] Such as Figure 1 to Figure 4 As shown, an intelligent and rapid determination method for the surrounding rock level of a tunnel includes the following steps:
[0035] A. After blasting the face every time to find the top and clear the danger, the three-dimensional laser scanning of the face is carried out to obtain the three-dimensional space data of the joint fissure structure of the face, and the host face is used to calculate the occurrence of joint fissures and construct the three-dimensional structure of the surrounding rock of the face Rock mass structure model;
[0036] B. Through the infrared detection and scanning of the working face, the groundwater development of the working face is obtained, and after calculation by the host computer, it is superimposed with the data of the rock mass structure model. The groundwater development of the working face includes the data of seepage water points and surfaces;
[0037] C. The host computer calculates the strength ...
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