Processing method of subgrade engineering cross section designing template

Abstract

The invention discloses a processing method of a subgrade engineering cross section designing template, comprising the following steps: (A) using the mode of three levels-three classes to build a subgrade engineering cross section designing template system, wherein the phrase of three levels means to divide the template into a subgrade cross section template, a cross section partitioning template and an engineering measure template, and the phrase of three classes means to divide the template at each level into a public template, a private template and a temporary template; (B) managing the subgrade engineering cross section designing template; and (C) using the built subgrade engineering cross section designing template to design a subgrade engineering cross section, and taking the template as a carrier to achieve the purposes of sharing, accumulating and recycling the design experience and the design method.

Description

technical field [0001] The invention relates to a method for processing cross-section design of roadbed engineering, in particular to a template processing method for cross-section design of roadbed engineering. Background technique [0002] At present, the subgrade engineering design in road engineering such as railways and highways is essentially based on cross-section design ideas. In the computer-aided design of subgrade engineering, whether it is two-dimensional design software or three-dimensional design software, whether it is foreign software or domestic software, it is also developed based on the idea of ​​cross-sectional design. When carrying out the subgrade cross-section design, it is necessary to set a large number of cross-section design parameters in real time or in advance. [0003] In the past, there are mainly two types of processing methods for the design parameters of the cross-section of the subgrade engineering: one is to set the relevant parameters of...

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Problems solved by technology

[0003] In the past, there are mainly two types of processing methods for the design parameters of the cross-section of the subgrade engineering: one is to set the relevant parameters of various engineering measures required for the design of the subgrade cross-section, and then directly design the subgrade cross-section according to these parameters. : Every time when carrying out the subgrade cross-section design, it is necessary to repeatedly set a large number of design parameters, and the work efficiency is low; the second is to set the relevant parameters of each engineering measure required for the subgrade cross-section design, and then assign names to these design parameters and save them. When designing the subgrade cross-section within the design range, the saved design parameters are read out and applied to the current subgrade cross-section design. The defect is that only simple reuse is achieved in the design parameter setting, and There is no organic organization and management of these saved design parameters. In view of the complicated and disorderly actual situation of subgrade engineering design, the probability of reuse is not high, and it still cannot liberate subgrade designers from tedious low-level repetitive labor

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