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

Inactive Publication Date: 2020-08-04
CHINA RAILWAY FIFTH SURVEY & DESIGN INST GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The embodiment of the present invention provides a method and device for determining the construction period of tunnel excavation, a storage medium and an electronic device, so as to at least solve the problem of drawing tunnel construction period diagrams due to the need to manually count tunnel excavation data and draw tunnel construction period diagrams in related technologies Technical problems with complex process and low calculation efficiency

Method used

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  • Tunnel excavation construction period determination method and device, storage medium and electronic device
  • Tunnel excavation construction period determination method and device, storage medium and electronic device
  • Tunnel excavation construction period determination method and device, storage medium and electronic device

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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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Abstract

The embodiment of the invention relates to a tunnel excavation construction period determination method and device, a storage medium and an electronic device. The method comprises the steps: acquiringmain line excavation information and inclined shaft excavation information of a tunnel, wherein the main line excavation information comprises surrounding rock grade distribution of the environment where the tunnel is located, and the inclined shaft excavation information comprises inclined shaft excavation parameters of the tunnel; acquiring excavation indexes of the tunnel, wherein the excavation indexes are used for indicating tunnel excavation speeds corresponding to the surrounding rock grades respectively; and determining the excavation period of the tunnel according to the surroundingrock grade distribution of the environment where the tunnel is located, the inclined shaft excavation information and the excavation indexes. According to the method and the device, the technical problems of complex drawing process and low calculation efficiency of the tunnel construction period diagram due to the fact that tunnel excavation data needs to be counted manually and the tunnel construction period diagram needs to be drawn in related technologies are solved.

Description

technical field [0001] The invention relates to the field of railway construction, in particular to a method and device for determining the construction period of tunnel excavation, a storage medium and an electronic device. Background technique [0002] At present, the drawing of the tunnel construction period diagram is to manually use the drawing software to draw the construction period diagram. During the drawing process, it is necessary to manually obtain the corresponding railway tunnel excavation parameters, and then calculate accordingly according to the mileage of the tunnel, so as to obtain the tunnel excavation period. After obtaining the excavation schedule, use drawing software to draw the corresponding schedule diagram according to the excavation schedule. [0003] In this process, due to the complex geological conditions of the surrounding rock during the excavation of the tunnel, manual drawing of the tunnel construction schedule is relatively complicated and...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06Q10/06G06Q50/08
CPCG06Q10/063114G06Q10/0639G06Q50/08
Inventor 曹刚张照亮张红亮扬中正刘爱君
Owner CHINA RAILWAY FIFTH SURVEY & DESIGN INST GRP
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