Tunnel excavation construction period determination method and device, storage medium and electronic device
A technology for tunnel excavation and determining methods, which is applied in the direction of instruments, data processing applications, resources, etc., can solve problems such as low calculation efficiency and complicated drawing process of tunnel schedule diagrams, and achieve the goals of improving calculation efficiency, quickly determining, and reducing the drawing process Effect
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Embodiment 1
[0025] According to an embodiment of the present invention, a method for determining the construction period of tunnel excavation is provided, such as figure 1 As shown, the method includes:
[0026] S102. Obtain main line excavation information and inclined shaft excavation information of the tunnel, wherein the main line excavation information includes the surrounding rock grade distribution of the environment where the tunnel is located, and the inclined shaft excavation information includes inclined shaft excavation parameters of the tunnel;
[0027] S104. Obtain the excavation index of the tunnel, wherein the excavation index is used to indicate the excavation speed of the tunnel respectively corresponding to the grade of surrounding rock;
[0028] S106. Determine the excavation period of the tunnel according to the grade distribution of the surrounding rock in the environment where the tunnel is located, the excavation information of the inclined shaft, and the excavatio...
Embodiment 2
[0059] According to an embodiment of the present invention, a device for determining the duration of tunnel excavation for implementing the method for determining the duration of tunnel excavation is also provided, such as image 3 As shown, the device includes:
[0060] 1) The first acquisition unit 30 is used to acquire the main line excavation information and inclined shaft excavation information of the tunnel, wherein the main line excavation information includes the surrounding rock level distribution of the environment where the tunnel is located, and the inclined shaft The well excavation information includes the excavation parameters of the inclined shaft of the tunnel;
[0061] 2) The second acquisition unit 32 is configured to acquire the excavation index of the tunnel, wherein the excavation index is used to indicate the tunnel excavation speed corresponding to the surrounding rock grade;
[0062] 3) A determining unit 34, configured to determine the excavation per...
Embodiment 3
[0065] According to an embodiment of the present invention, a storage medium is further provided, and the storage medium includes a stored program, wherein, when the program is running, the method for determining the tunnel excavation schedule as described above is executed.
[0066] Optionally, in this embodiment, the storage medium is configured to store program codes for performing the following steps:
[0067] S1. Obtain the main line excavation information and inclined shaft excavation information of the tunnel, wherein the main line excavation information includes the surrounding rock grade distribution of the environment where the tunnel is located, and the inclined shaft excavation information includes the tunnel excavation information. The excavation parameters of the inclined well;
[0068] S2. Obtain the excavation index of the tunnel, wherein the excavation index is used to indicate the excavation speed of the tunnel respectively corresponding to the grade of surro...
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