Risk management and control system for tunnel construction based on space and time parameters
A tunnel construction and control system technology, applied in image data processing, measuring devices, instruments, etc., can solve the problem of monitoring data error amplification, final displacement and stress prediction cannot provide accurate reference data, and cannot realize real-time monitoring and accurate early warning Function and other issues, to achieve the effect of eliminating deformation of the tunnel structure and fast and accurate visualization
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Embodiment 1
[0037] Such as figure 2 As shown, a tunnel construction risk management and control system based on space and time parameters, the tunnel construction risk management and control system at least includes a plurality of ground three-dimensional laser scanning devices and a plurality of data processing modules, wherein the first data processing module 1 is configured as : Perform data processing on multiple 3D point cloud data on the surface of each tunnel section acquired by multiple ground 3D laser scanning devices and their corresponding 3D coordinates in the space coordinate system, so as to determine the continuous points in the 3D coordinates The spatial correlation function between the surfaces of the tunnel sections is based on the spatial correlation function and the imported BIM three-dimensional information simulation model is corrected to obtain a dynamically updated BIM three-dimensional information measurement model of the tunnel to be built. The second data proces...
Embodiment 2
[0066] Such as image 3 As shown, a tunnel construction risk management and control method based on space and time parameters, at least includes the following steps:
[0067] S1: Import the BIM three-dimensional information simulation model of the tunnel to be built before the tunneling of the shield machine, and segment the BIM three-dimensional information simulation model through the risk source based on the segmentation conditions, and the tunnel to be built along its length direction It is divided into multiple tunnel sections, and at least one ground three-dimensional laser scanning device is instructed to scan the surface of each tunnel section under construction during the excavation process of the shield machine.
[0068] According to a preferred embodiment, the step S1 includes at least the following steps: before the tunneling of the shield machine, at least three consecutive tunnel sections whose lengths are different from each other are determined, and based on th...
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