Tunnel excavation construction method of completely weathered granite shallow-buried water-rich layer milling excavator
A technology of tunnel excavation and construction methods, which is applied to chemical instruments and methods, tunnels, tunnel linings, etc., and can solve problems such as large disturbance of the tunnel face, poor self-stabilization ability, and high water content of the soil
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2020-08-14
Smart Images

Figure 1 
Figure 2 
Figure 3
Abstract
Description
technical field
[0001] The invention relates to the technical field of tunnel excavation, in particular to a tunnel excavation construction method for a fully weathered granite shallow buried water-rich layer milling machine. Background technique
[0002] The fully weathered granite water-rich layer has the characteristics of large settlement deformation, high soil water content, and poor self-stabilization ability. Due to the influence of groundwater, the geological conditions are complex, the excavation is prone to collapse, the safety risk is high, and the construction is difficult.
[0003] In the process of excavating tunnels in the granite water-rich layer, a large amount of accumulated water will seep out of the tunnel face. In the existing technology, drainage pipes are used to directly drain the tunnel while digging, resulting in large over-excavation and large disturbance to the tunnel face. In addition, the water on the face of the tunnel is diverted to both sides...
Examples
Embodiment Construction
[0026] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
[0027] Please refer to figure 1 , figure 2 , image 3 , Figure 4 , Figure 5 and Figure 6 in, figure 1 Schematic diagram of the construction method for excavating the excavation tunnel of the fully weathered granite shallow buried water-rich layer milling machine provided by the present invention; figure 2 for figure 1 The tunnel section shown; image 3 for figure 1 The top view of the sponge pad structure shown; Figure 4 for figure 1 The enlarged schematic diagram of the structure at A shown; Figure 5 for Figure 4 The schematic diagram of the internal structure of the cylinder is shown; Figure 6 for figure 1 The schematic diagram of the structure of the drainage mechanism is shown. The tunnel excavation method of fully weathered granite shallow buried water-rich layer milling excavator includes:
[0028] S1: Use conduit 3 for pr...