CN112329099B

CN112329099B - Intelligent matching method for main tunnel of railway mountain tunnel based on custom database

Info

Publication number: CN112329099B
Application number: CN202011161428.6A
Authority: CN
Inventors: 苏伟; 傅安民; 吴迪; 李艳; 廖立坚; 王雨权; 杨智慧; 张兴华; 刘龙; 白青波
Original assignee: China Railway Design Corp
Current assignee: China Railway Design Corp
Priority date: 2020-10-27
Filing date: 2020-10-27
Publication date: 2023-04-14
Anticipated expiration: 2040-10-27
Also published as: CN112329099A

Abstract

The invention discloses a railway mountain tunnel main tunnel intelligent matching method based on a custom database, which comprises the following steps: establishing a basic information file of a tunnel work point; establishing a design principle library of a project; inputting a file name of a reference picture and key matching parameters; inputting ten items of technical standard mileage segmentation information; inputting a matching applicable condition; inputting reference picture information; reading mileage segmentation information of the design rule file and forming a technical standard mileage segmentation array; matching the buried depth grade of the hidden tunnel, the lining type of the hidden tunnel, the construction method, the advanced support measure and the grouting measure in sequence; and generating a tunnel body lining and auxiliary engineering measure list and a grouting measure list in the tunnel longitudinal section diagram. The method can be used for matching the lining type, the construction method, the advance support measure and the grouting measure of the main tunnel of the railway mountain tunnel, can be used for self-defining various matching principles aiming at a tunnel working point, and has strong expansibility.

Description

Intelligent matching method for main tunnel of railway mountain based on custom database

Technical Field

The invention belongs to the technical field of railway mountain tunnel design, and particularly relates to a railway mountain tunnel main tunnel intelligent matching method based on a custom database.

Background

In the railway tunnel construction site design, the matching work of lining type, construction method, advance support measure, grouting measure and the like of the tunnel main tunnel always occupies long design time, and the manual section-by-section matching process of the tunnel main tunnel by a designer according to a project design principle is complicated, low in efficiency and easy to make mistakes.

At present, most of existing auxiliary design systems in the field of railway tunnels can not realize intelligent matching of lining types, construction methods, advance support measures and grouting measures of main tunnels, and all the intelligent matching needs to be manually input by designers, and few auxiliary design systems capable of carrying out intelligent matching can only carry out matching according to buried depth and surrounding rock levels, are incomplete in function, and can not carry out intelligent matching according to a self-defined design principle library.

Aiming at the problems existing in the design and the existing auxiliary design system, an intelligent matching algorithm with more universality is urgently needed to improve the efficiency of railway tunnel work point design.

Disclosure of Invention

The invention provides a railway mountain tunnel main tunnel intelligent matching method based on a custom database, which aims to solve the problems in the prior art.

The technical scheme of the invention is as follows: a railway mountain tunnel main tunnel intelligent matching method based on a custom database comprises the following steps:

A. establishing basic information file of tunnel work point, inputting and reading the upper sequence data and basic information of work point

B. Establishing a design rule library of the project, wherein the design rule library comprises a design rule file and a reference picture file

C. In the 'parameter setting' worksheet of design rule file, the file name of reference picture and key matching parameter used for intelligent matching are input

D. Inputting ten items of technical standard mileage segmentation information related to mountain tunnel main hole matching in a 'technical standard' working table of a design rule file

E. Inputting custom matching application conditions in each application condition worksheet of design rule file

F. Inputting reference picture information in each reference picture file of design rule base

G. Reading mileage segmentation information of ten technical standards in a design rule file 'technical standard' worksheet to form a technical standard mileage segmentation array within a working point gap range

H. Carrying out matching of buried depth grade of the dark hole

I. Matching of blind hole lining type

J. Matching of construction method for short

K. Matching advance support measures

L. grouting measure matching

Generating 'tunnel lining and auxiliary engineering measure list' in tunnel longitudinal section diagram "

And N, generating a grouting measure table in the longitudinal section diagram of the tunnel.

Furthermore, the basic information file in step a contains the basic information of the previous data and the work point, which are respectively listed in the worksheets of "basic information", "surrounding rock grading", "hydrogeology", "broken chain & horizontal and vertical curve", "labeling & ground elevation", "line spacing", "special paragraph", "anchor segment joint", and the like.

Furthermore, the design rule library in step B includes a design rule file and a reference map file, and the design rule file includes the following worksheets: parameter setting, technical standards, applicable conditions for deep and shallow burying of a blind hole, applicable conditions for lining types, applicable conditions for anchor section joints, applicable conditions for construction methods, applicable conditions for advanced support measures and applicable conditions for grouting measures; the reference map files comprise a tunnel door reference map, an open cut tunnel lining reference map, a hidden tunnel lining reference map, a forepoling measure reference map, a grouting measure reference map and the like.

Further, the key matching parameters in step C include the following four items:

firstly, judging an ultra-shallow buried section by using the ultra-shallow buried critical earthing thickness, and judging that the buried depth grade of the section is ultra-shallow buried when the earthing thickness is not more than the ultra-shallow buried critical earthing thickness;

secondly, determining the length of the opening section of the hidden hole according to the small value of the distance between the minimum buried depth of the tail end of the large pipe shed at the opening and the opening of the hidden hole and the maximum length of the large pipe shed, wherein the minimum value of the length of the opening section of the hidden hole is 10m and is integral multiple of 5 m;

thirdly, a front tunnel lining single-side reinforcing range at the junction with the auxiliary gallery is used for reinforcing surrounding rocks at the junction with the auxiliary gallery in a grading manner;

fourthly, the keywords of the fault fracture zone are used for judging whether the surrounding rock grading is the fault fracture zone, the keywords can be arranged in a plurality of rows, and the keywords are separated by commas of half angles or full angles.

Furthermore, the ten technical standards in the step D are respectively "design speed", "rail type", "seismic peak acceleration", "mechanical matching", "dark hole deep and shallow burying", "dark hole lining type", "anchor segment joint", "main hole construction method", "main hole advanced support measure", "main hole grouting measure", wherein mileage segmented information corresponding to specific technical standard contents is input in the first four technical standards "design speed", "rail type", "seismic peak acceleration" and "mechanical matching"; mileage segmentation information corresponding to applicable condition names is input in the last six technical standards of 'dark and shallow cave burying', 'dark cave lining type', 'anchor section joint', 'main cave construction method', 'main cave advanced support measure' and 'main cave grouting measure', wherein the first four technical standards are collectively called as a first type of technical standard, and the last six technical standards are collectively called as a second type of technical standard.

Furthermore, in the step E, self-defined applicable conditions are input into the working tables of six applicable conditions such as 'hidden tunnel deep and shallow burying applicable conditions', 'hidden tunnel lining type applicable conditions', 'anchor section joint applicable conditions', 'construction method applicable conditions', 'advance support measure applicable conditions', 'grouting measure applicable conditions' and the like for matching the hidden tunnel lining type, the construction method, the advance support measure and the grouting measure, and the six working tables correspond to the second technical standards one by one.

Furthermore, in the step F, information such as reference picture names and picture numbers are input into the tunnel portal reference picture, the open cut tunnel lining reference picture, the hidden tunnel lining reference picture, the advance support measure reference picture and the grouting measure reference picture for matching the hidden tunnel lining type, the advance support measure and the grouting measure reference picture.

Furthermore, in the step G, mileage segmentation information of ten technical standards in a design rule file 'technical standard' worksheet is read to form a technical standard mileage segmentation array in a work point gap range, wherein the technical standard mileage segmentation array comprises a mileage segmentation array generated for the first four technical standards of the first type and a mileage segmentation array generated for the second six technical standards of the second type;

the process of generating the mileage segmentation array by taking the first technical standard as an example of the design speed is as follows:

a. firstly, judging whether a designer inputs mileage segmentation data or not, if not, prompting an error, and simultaneously stopping the operation of a program;

b. if the designer inputs data, reading the design speed data and storing the design speed data as a two-dimensional array DesignSpdTemp, wherein each row of the array consists of 3 items of 'design speed', 'initial mileage', 'final mileage';

c. sequencing the rows in an ascending order according to the behavior sequencing basis of the initial mileage to obtain a sequenced two-dimensional array DesignSpdSorted;

d. assuming that the work point gap small mileage is BndMilen and the gap large mileage is BndMilex, searching the last column which is not larger than the gap small mileage and the gap large mileage in the row of the sorted array initial mileage, if the last column cannot be found, prompting a designer to find a matching item of the work point in the technical standard 'design speed', simultaneously terminating the operation of the program, if the last column can be found, namely the s-th column and the t-th column respectively, extracting data of the s-th column and the t-th column, replacing the initial mileage of the s-th column with the work point gap small mileage BndMilen, replacing the termination mileage of the t-th column with the work point gap large mileage BndMilex, and obtaining a 'design speed' mileage segmentation array DesignSpdSorted in the range of the work point gap:

checking whether the mileage sections in the array DesignSpdSorted are continuous, assuming that the array DesignSpdSorted has n rows, sequentially checking whether the initial mileage from the j (j is more than or equal to 2 and less than or equal to n) row to the n row is equal to the ending mileage of the previous row (actually judging whether the absolute value of the difference between the initial mileage and the ending mileage of the previous row is less than a minimum number), if so, prompting a designer not to find a matching item of the working point in the design speed of the technical standard, and simultaneously stopping the program; if they are equal, the array design SpdSorted is the final 'design speed' mileage segmentation array design Spd, and the rows of the array design Spd are arranged in ascending order according to the initial mileage,

according to the same steps, an 'orbit type' array RailType, 'seismic peak acceleration' array SespAcc, 'mechanized matching' array MecEquip can be obtained within the range of the work point gap, the arrays are 3 rows and n columns of two-dimensional arrays, the form is consistent with the design Spd,

taking "the applicable condition of the lining type of the blind hole" as an example, the process of generating the mileage segmentation array by the second technical standard is described as follows:

a. firstly, judging whether a designer inputs mileage subsection data, if not, directly generating a mileage subsection array taking 'common applicable condition of a hidden tunnel lining type' as an applicable condition name and a gap mileage as a starting mileage and a finishing mileage, wherein the array name is expressed by SurdStructStd:

b. if the designer inputs mileage subsection data, reading the data of the 'hidden tunnel lining type applicable condition name' and storing the data as a two-dimensional array SurdStructStdTeemp, wherein each row of the array consists of 3 items of 'the hidden tunnel lining type applicable condition name', 'initial mileage', 'end mileage';

c. arranging the rows in an ascending order by taking the initial mileage as a sorting basis to obtain a sorted two-dimensional array SurdStructStdSorted;

d. sequentially adding the initial mileage and the final mileage in the array of SurdStructStdSorted into a list, removing repeated values, adding work point gap mileage BndMilen and BndMilex, intercepting a mileage list Mile ranging from the work point gap small mileage BndMilen to the gap large mileage BndMilex, and arranging the mileage list Mile in an ascending order;

e. if the list Mile has p elements, p-1 mileage paragraphs can be formed between adjacent elements, whether each mileage paragraph is in a certain paragraph of the array SurdStructStdSorted or not is judged in sequence, if the mileage paragraph is in a certain paragraph of the array SurdStructStdSorted, the applicable condition name adopts the applicable condition name corresponding to the paragraph in the array SurdStructStdSorted, if the mileage paragraph is not in any paragraph of the SurdStructStdSorted, the applicable condition name adopts 'dark hole lining type general applicable condition',

the specific judging steps are as follows: mile for a Mile section in the Mile List _k -Mile _k+1 It is shown that to avoid rounding errors of floating point numbers, the last less than Mile is sought in the row where the starting mileage of the set of SurdStructStdSorted is located _k A column number of +0.001,if found (assuming the column number is t columns), the ending mileage of the column is not less than Mile _k +0.001, the mileage section Mile is indicated _k -Mile _k+1 In the range of the paragraph of the array SurdStructStdSorted, the applicable condition name adopted by the paragraph is the applicable condition name of the t-th column of the array SurdStructStdSorted; if not found, or if found, the end mileage of the column is less than Mile _k +0.001, the mileage section Mile is indicated _k -Mile _k+1 Not in the paragraph range of the array SurdStructStdSorted, the paragraph adopts the applicable condition name as 'dark tunnel lining type general applicable condition', sequentially judges p-1 mileage paragraphs, finally forms the 'dark tunnel lining type applicable condition name' mileage segmentation array SurdStructStd in the mileage range of the work point gap, and arranges the rows of the number array SurdStructStd in ascending order according to the initial mileage behavior,

according to the same steps, an array of 'hidden hole deep and shallow burying applicable condition names' coverDepthStd, 'an array of' anchor section joint applicable condition names 'array Anchorstd,' a construction method applicable condition name 'array ConstrMethhdStd,' an advanced support measure applicable condition name 'array PresupportStd,' a grouting measure applicable condition name 'array GroutingStd' can be obtained within the range of the work point gap mileage, the arrays are two-dimensional arrays of 3 rows and n columns, and the form is consistent with that of the SurdStructStd.

Furthermore, step H performs matching of the level of buried depth of the blind hole, and the specific process is as follows:

firstly, reading the self-defined dark hole deep and shallow burying applicable condition inputted by designer into the dark hole deep and shallow burying applicable condition list LstCoverDepthStd,

then, reading the surrounding rock grading and calculating the earth thickness of the tunnel top to form a surrounding rock grading array and a tunnel top earth thickness array,

and finally, matching the buried depth grade of the dark hole.

Further, step I carries out the matching of the hidden tunnel lining types, and the specific process is as follows:

a. reading the custom dark tunnel lining type applicable condition input by the designer into a dark tunnel lining type applicable condition list LstSurdStructStd,

b. reading the dark hole lining reference map data input by the designer into a dark hole lining reference map list LstCoverTunlDraw,

c. reading data such as bias voltage, surrounding rock grading, horizontal rock stratum, anti-freezing prevention and the like in a working table of a special paragraph to form a bias voltage array BiaStrs, a fault and broken zone array CrushedZone, a horizontal rock stratum array HrzttalRock and an anti-freezing prevention array AntiFrz in a gap range,

d. the matching of the hidden tunnel lining type for short is carried out,

e. if the basic information input by the designer contains the anchor segment joint information, reading the anchor segment joint data in the design rule to form an anchor segment joint array AnchororaAbbr for short,

f. and matching the reference picture name and the picture number of the lining type of the blind hole.

Furthermore, the concrete process of matching the construction method in short in the step J is as follows:

a. reading the self-defined construction method applicable condition input by the designer into a construction method applicable condition list LstConstrMethdStd,

b. and matching the construction method for short.

Furthermore, the step K is used for matching advance support measures, and the specific process is as follows:

a. reading the self-defined advance support measure applicable condition input by the designer into an advance support measure applicable condition list LstPreSupportStd,

b. the pre-support measure reference map data input by the designer is read into the pre-support measure reference map list lstpupprtdraw,

c. the matching of the advanced support measure, which is called as short,

d. and matching the advance support measure reference picture with the picture number.

Furthermore, the grouting measure matching is carried out in the step L, and the concrete process is as follows:

a. reading the applicable conditions of the self-defined grouting measure input by the designer into a grouting measure applicable condition list LstGroutingStd,

b. the grouting measure reference diagram data input by the designer is read into the grouting measure reference diagram list LstGroutingDraw,

c. the matching of grouting measures, which are abbreviated as grouting measures,

d. and performing grouting measure and matching with reference to the picture name and the picture number.

Furthermore, the 'tunnel body lining and auxiliary engineering measure list' in the step M comprises information such as surrounding rock levels, lining types, construction methods, advance support measures, special drainage measures and the like of all mileage sections in the work point gap range, and the process of generating the 'tunnel body lining and auxiliary engineering measure list' comprises the following steps:

a. respectively reading the data of a hole portal reference diagram and a open cut tunnel lining reference diagram input by a designer into a hole portal reference diagram list LstPortalDraw and a open cut tunnel lining reference diagram list LstOpenTunlDraw for matching the reference diagram names and diagram numbers of the hole portal and open cut tunnel lining types,

b. reading the information of the hole gate and the open cut hole in the basic information worksheet to form a hole gate type array PortInfo for short, a open cut hole lining type array OpenCutTunlInfo for short, reading the special drainage measure in the special paragraph worksheet, intercepting the data of the gap range of the working point to form a special drainage measure array SpeDrang,

c. matching the reference picture name and the picture number of the portal type and the open cut tunnel lining type,

d. and matching various information of the 'tunnel body lining and auxiliary engineering measure list'.

And the grouting measure table in the step N comprises information of surrounding rock grading, grouting measures, reference picture numbers and the like of each section in the range of the work point blind hole.

The invention aims at the design of a railway mountain tunnel work point, establishes a basic information file of the tunnel work point in the form of an Excel file, and inputs and reads the sequence data and the basic information of the work point. And establishing a design principle library of the project in the form of an Excel file. And inputting a reference picture file name and key matching parameters to be used in intelligent matching in a 'parameter setting' worksheet of the design rule file. In the "technical standard" worksheet of the design rule file, 10 pieces of technical standard mileage segmentation information related to the mountain tunnel main hole matching are input. And inputting the self-defined matching applicable conditions in each applicable condition worksheet of the design rule file. And inputting reference picture information in each reference picture file of the design rule library. And reading mileage segmentation information of 10 technical standards in the 'technical standard' worksheet to form a technical standard mileage segmentation array in the range of the working point gap. And then carrying out matching of the buried depth grade of the hidden tunnel, matching of lining types of the hidden tunnel, matching of a construction method for short, matching of advanced support measures and matching of grouting measures. And finally, generating a 'tunnel body lining and auxiliary engineering measure list' and a 'grouting measure list' in the tunnel longitudinal section diagram.

The method can be used for intelligently matching the lining type, the construction method, the advance support measures and the grouting measures of the main tunnel of the railway mountain tunnel, and automatically generating a tunnel body lining and auxiliary engineering measure list and a grouting measure list in a tunnel longitudinal section diagram. The design principle library can be customized, theoretically, one tunnel work point can be customized according to any multiple matching principles, and expansibility is strong.

Drawings

FIG. 1 is a flow chart of the steps of the present invention;

FIG. 2 is a schematic flow chart illustrating the step H of performing buried depth level matching of the blind hole according to the present invention;

FIG. 3 is a schematic flow chart illustrating the blind hole lining type matching in step I according to the present invention;

FIG. 4 is a schematic flow chart of the construction method matching in step J of the present invention;

FIG. 5 is a schematic view of the process of performing advance support measure matching in step K according to the present invention;

FIG. 6 is a schematic flow chart illustrating grouting measure matching in step L of the present invention;

FIG. 7 is a schematic flow chart of the matching formation of "tunnel lining and auxiliary engineering measure list" in step M of the present invention;

fig. 8 is a schematic diagram of a basic information file "basic information" worksheet in step a of the embodiment of the present invention, in which only "work point information" and "open cut tunnel information" are shown;

FIG. 9 is a schematic diagram of a basic information file "surrounding rock grading" worksheet in step A of the present invention;

FIG. 10 is a schematic diagram of the "hydrogeology" worksheet of the basic information file in step A of the present invention;

FIG. 11 is a schematic diagram of a worksheet of "chain scission & tie vertical curve" of a basic information file in step A according to the embodiment of the present invention;

FIG. 12 is a schematic diagram of a worksheet of "Bidding & ground elevation" of a basic information file in step A according to an embodiment of the present invention;

FIG. 13 is a diagram illustrating a "special paragraph" worksheet of a basic information file in step A according to the present invention;

FIG. 14 is a diagram illustrating files required for creating a project design rule library in step B according to an embodiment of the present invention;

FIG. 15 is a schematic diagram of a "parameter setting" worksheet in step C of the present invention;

FIG. 16 is a schematic diagram of the "technical Standard" worksheet in step D of the present invention;

FIG. 17 is a schematic diagram of a worksheet of "applicable conditions for deep and shallow burying in dark holes" in step E of the embodiment of the present invention;

FIG. 18 is a schematic view of a worksheet "covered tunnel lining type applicable conditions" in step E of the present embodiment;

FIG. 19 is a schematic diagram of a "applicable conditions for construction method" worksheet in step E of the present invention;

FIG. 20 is a table showing "advance support measure applicable conditions" in step E of the embodiment of the present invention;

FIG. 21 is a worksheet diagram of "applicable conditions for grouting measure" in step E of the present embodiment;

FIG. 22 is a diagram illustrating a "portal reference map" file in step F according to an embodiment of the present invention;

FIG. 23 is a schematic view of the "open cut tunnel lining reference map" file in step F according to the embodiment of the present invention;

FIG. 24 is a schematic view of a "reference diagram for lining a blind hole" in step F according to an embodiment of the present invention;

FIG. 25 is a schematic view of "Advance support reference map" file in step F according to an embodiment of the present invention;

FIG. 26 is a schematic view of the "grouting measure reference map" file in step F according to the embodiment of the present invention.

Detailed Description

The present invention is described in detail below with reference to the accompanying drawings and examples:

as shown in fig. 1 to 26, an intelligent matching method for a main tunnel of a railway mountain based on a custom database includes the following steps:

D. Inputting ten items of technical standard mileage segmentation information related to mountain tunnel main hole matching in a 'technical standard' worksheet of design rule files

F. Inputting reference diagram information in each reference diagram file of design rule base

H. Matching of buried depth grade of dark hole

I. Matching of blind hole lining type

J. Matching of construction method for short

K. Matching advance support measures

L. grouting measure matching

The basic information file in the step A and the design rule file in the step B are Excel files.

The basic information file in the step A contains the sequence data and the basic information of the working point, and is respectively listed in the working tables of basic information, surrounding rock grading, hydrogeology, broken chain and horizontal and vertical curve, added mark and ground elevation, line spacing, special paragraph, anchor segment joint and the like.

The design rule base in the step B comprises a design rule file and a reference picture file, wherein the design rule file comprises the following worksheets: parameter setting, technical standards, applicable conditions for deep and shallow burying of a blind hole, applicable conditions for lining types, applicable conditions for anchor section joints, applicable conditions for construction methods, applicable conditions for advanced support measures and applicable conditions for grouting measures; the reference map file comprises a tunnel portal reference map, an open cut tunnel lining reference map, a hidden tunnel lining reference map, an advance support measure reference map, a grouting measure reference map and the like.

The key matching parameters in step C include the following four items:

thirdly, the 'one-side reinforcing range of the front tunnel lining at the intersection with the auxiliary gallery' is used for reinforcing surrounding rocks at the intersection with the auxiliary gallery in a grading manner, and the reinforcing principle is that if VI-level surrounding rocks appear in the applicable condition of the lining type corresponding to the section, V-level and VI-level surrounding rocks are reinforced into VI-level surrounding rocks, and if VI-level surrounding rocks do not appear in the applicable condition of the lining type corresponding to the section, IV-level and V-level surrounding rocks are reinforced into V-level surrounding rocks;

fourthly, the 'fault fracture zone keywords' are used for judging whether each surrounding rock is a fault fracture zone or not, the keywords can be in a plurality of rows, and the keywords are separated by commas of half angles or full angles; and when the engineering geological features of the surrounding rock grading contain any keyword, judging the section to be a fault fracture zone.

The ten technical standards in the step D are respectively 'design speed', 'rail type', 'seismic peak acceleration', 'mechanical matching', 'dark hole deep and shallow burying', 'dark hole lining type', 'anchor section joint', 'main hole construction method', 'main hole advanced support measure' and 'main hole grouting measure', wherein mileage segmented information corresponding to specific technical standard contents is input in the first four technical standards 'design speed', 'rail type', 'seismic peak acceleration' and 'mechanical matching'; mileage segmentation information corresponding to applicable condition names is input in the last six technical standards of 'dark and shallow cave burying', 'dark cave lining type', 'anchor section joint', 'main cave construction method', 'main cave advanced support measure' and 'main cave grouting measure', wherein the first four technical standards are collectively called as a first type of technical standard, and the last six technical standards are collectively called as a second type of technical standard.

In the step E, self-defined applicable conditions are input in six applicable condition worksheets such as 'hidden hole deep and shallow burying applicable conditions', 'hidden hole lining type applicable conditions', 'anchor section joint applicable conditions', 'construction method applicable conditions', 'advance support measure applicable conditions', 'grouting measure applicable conditions', and the like for matching hidden hole lining types, construction methods, advance support measures, and grouting measures, the six worksheets are in one-to-one correspondence with the second type of technical standards, the upper limit of the number of applicable conditions is not limited in each worksheet, but at least one 'general applicable condition' is required, other applicable condition names can be self-defined except the 'general applicable conditions', only the situation that the applicable condition names are consistent with those in the 'technical standard' worksheets is required to be ensured, in order to reduce the input workload of a designer in the 'technical standard' worksheet, the applicable condition names of the second type of technical standards only need to input self-defined segmented information of applicable condition names except the 'general applicable conditions', and the self-defined segmented information of applicable condition names in regions which are not covered by the 'general applicable conditions' are automatically filled with the 'general applicable conditions'.

And F, inputting information such as reference picture names, picture numbers and the like into the tunnel portal reference picture, the open cut tunnel lining reference picture, the hidden tunnel lining reference picture and the advance support measure reference picture, and the grouting measure reference picture for matching the hidden tunnel lining type, the advance support measure and the grouting measure reference picture.

Step G, reading mileage segmentation information of ten technical standards in a design rule file 'technical standard' worksheet to form a technical standard mileage segmentation array in a work point gap range, wherein the mileage segmentation array comprises a mileage segmentation array generated for the first four technical standards and a mileage segmentation array generated for the second six technical standards;

checking whether the mileage sections in the array DesignSpdSorted are continuous, assuming that the array DesignSpdSorted has n rows, sequentially checking whether the initial mileage from the j (j is more than or equal to 2 and less than or equal to n) row to the n row is equal to the ending mileage of the previous row (actually judging whether the absolute value of the difference between the initial mileage and the ending mileage of the previous row is less than a minimum number), if so, prompting a designer not to find a matching item of the working point in the design speed of the technical standard, and simultaneously stopping the program; if the two are equal, the array design SpdSorted is the final 'design speed' mileage segmentation array design Spd, the rows of the array design Spd are arranged in ascending order according to the initial mileage,

according to the same steps, an orbit type array RailType, a seismic peak acceleration array SespAcc and a mechanical matching array MecEquip in a work point gap range can be obtained, wherein the arrays are 3 rows and n columns of two-dimensional arrays, the form of the two-dimensional arrays is consistent with that of DesignSpd,

taking "applicable conditions of dark tunnel lining type" as an example, the process of generating the mileage segmentation array by the second technical standard is described as follows:

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e. if the list Mile has p elements, p-1 mileage paragraphs can be formed between adjacent elements, whether each mileage paragraph is located in a certain paragraph of the array SurdStructStdSorted or not is sequentially judged, if the mileage paragraph is located in a certain paragraph of the array SurdStructStdSorted, the applicable condition name adopts the applicable condition name corresponding to the paragraph in the array SurdStructStdSorted, and if the mileage is not located in any paragraph of the array SurdStructStdSorted, the applicable condition name adopts 'dark hole lining type general applicable condition',

the specific judging steps are as follows: mile for a Mile paragraph in the list Mile _k -Mile _k+1 It is shown that to avoid rounding errors for floating point numbers, the last less than Mile is sought in the row where the starting mileage of the set of SurdStructStdSorted starts _k +0.001 column number, if found (assuming column number is t column), the same as for the other columnThe final mileage of the train is not less than Mile _k +0.001, the mileage section Mile is indicated _k -Mile _k+1 In the range of the paragraph of the array SurdStructStdSorted, the applicable condition name adopted by the paragraph is the applicable condition name of the t-th column of the array SurdStructStdSorted; if not found, or if found, the end mileage of the column is less than Mile _k +0.001, the mileage section Mile is indicated _k -Mile _k+1 Not in the paragraph range of the array SurdStructStdSorted, the paragraph adopts the applicable condition name as 'dark tunnel lining type general applicable condition', sequentially judges p-1 mileage paragraphs, finally forms the 'dark tunnel lining type applicable condition name' mileage segmentation array SurdStructStd in the mileage range of the work point gap, and arranges the rows of the number array SurdStructStd in ascending order according to the initial mileage behavior,

And H, matching the buried depth grade of the dark hole, wherein the specific process is as follows:

firstly, reading a self-defined hidden hole depth and shallow burying applicable condition input by a designer into a hidden hole depth and shallow burying applicable condition list LstCoverDepthStd, wherein each line of the hidden hole depth and shallow burying applicable condition comprises three matching bases, namely 'single line and double line', 'surrounding rock grade' and 'depth and shallow burying boundary earthing thickness', the implicit matching base is 'hidden hole depth and shallow burying applicable condition name' and the matching result item is 'buried depth grade';

then, reading surrounding rock grading and calculating the earth thickness of the tunnel top to form a surrounding rock grading array and a tunnel top earth thickness array, wherein the surrounding rock grading array is represented by a two-dimensional array SurdRockLev, each array consists of four items of surrounding rock grading, engineering geological characteristics, starting mileage, ending mileage and the like, the surrounding rock grading array can be obtained by reading a surrounding rock grading worksheet and intercepting data in a gap range of a working point, the tunnel top earth thickness = ground elevation-tunnel main tunnel structure height-vertical curve elevation, the ground elevation can be obtained from a marking and ground elevation worksheet, ground point elevation linear interpolation calculation of the starting and ending mileage position of a blind tunnel is increased, the data in the gap range of the working point is intercepted, the vertical curve elevation is calculated from a chain breaking and horizontal vertical curve worksheet, the tunnel top earth thickness array is represented by a two-dimensional array CoverDepth, each array consists of two items of the earth thickness, the mileage and the like,

and finally, matching the buried depth grade of the dark hole, adding all initial mileage and termination mileage in the arrays of ' dark hole shallow buried applicable conditions ', ' surrounding rock grading ', ' hole top soil covering thickness ' into a mileage list Mile, removing repeated values, intercepting the mileage list Mile within the ranges of the initial mileage and the termination mileage of the dark hole at the construction site, the starting mileage and the termination mileage of the hole top soil covering thickness ', arranging the mileage list Mile in ascending order, forming p-1 mileage sections between adjacent elements if the mileage list Mile has p elements, sequentially matching the buried depth grade of the p-1 mileage sections, wherein the matching process is consistent with the mileage subsection array matched with the technical standard in the step G, firstly, sequentially obtaining the name StdType of the dark hole deep shallow buried applicable conditions from the array CoverRockLev, obtaining the surrounding rock grade SrdRockLev from the array SurdRockLev, linearly interpolating from the array of the ' hole top soil covering thickness ' to obtain the hole top soil covering thickness Cvdepth, then obtaining the buried depth grade Cvdeppth soil covering depth grade according to the data in the array of the ' dark hole top soil covering depth buried deep buried applicable conditions ', and finally forming the corresponding mileage grade CovershLestLevel, and the corresponding mileage list of the mileage.

Step I, matching of the lining types of the hidden tunnel is carried out, and the specific process is as follows:

a. reading a user-defined hidden tunnel lining type applicable condition input by a designer into a hidden tunnel lining type applicable condition list LstSurdStructStd, wherein each line of the 'hidden tunnel lining type applicable condition' consists of eight matching bases, namely 'single and double lines', 'surrounding rock grade', 'buried depth grade', 'bias', 'fault, broken zone', 'horizontal rock layer', 'anti-freezing fortification', 'maximum anti-seismic fortification intensity', the implicit matching base is a 'hidden tunnel lining type applicable condition name', a matching result item is a 'hidden tunnel lining type short for short', and one element in the list LstCoverDepthStd corresponds to one line of the hidden tunnel lining type applicable conditions;

b. reading the data of the reference diagram of the hidden tunnel lining input by a designer into a reference diagram list LstCoverTunlDraw of the hidden tunnel lining, wherein each line of the reference diagram of the hidden tunnel lining consists of five matching bases, namely a design speed, a single line and a double line, a track type, a type of the hidden tunnel lining for short and a special paragraph type name, the matching result items are a reference diagram number, a reference diagram name, a combination name and a combination name, and the combination name is generally a complete type name of the hidden tunnel lining and is only used when a 'list of tunnel lining and auxiliary engineering measures' is generated in the step M;

c. reading data such as 'bias voltage', 'surrounding rock grading', 'horizontal rock layer', 'anti-freezing protection' in a 'special paragraph' worksheet to form a bias voltage array BiaStrs, a fault and broken zone array CrushedZone, a horizontal rock layer array Hrztlalrock, an anti-freezing protection array AntiFrz, wherein each array consists of 3 items, taking the 'bias voltage' array as an example, each array consists of three items such as 'bias voltage/no bias voltage', 'initial mileage', 'end mileage' and the like, and the fault and broken zone array judges whether the section is a fault and a broken zone by sequentially searching whether the 'engineering geological characteristics' of each section in the surrounding rock grading array SurdRockLev contain self-defined fault and broken zone key words so as to form a fault and broken zone array,

d. matching the hidden tunnel lining type short for, adding all initial mileage and ending mileage in a 'hidden tunnel lining type applicable condition', 'surrounding rock grading', 'buried depth grading', 'bias voltage', 'fault, broken zone', 'horizontal rock stratum', 'freeze-proof fortification', 'seismic peak acceleration' array into a mileage list Mile, removing repeated values, intercepting the mileage list Mile within the range of the construction site hidden tunnel, arranging the Mile according to an ascending order, if p elements exist in the Mile list, forming p-1 mileage paragraphs between adjacent elements, and matching the hidden tunnel lining type short for the p-1 mileage paragraphs in sequence, wherein the matching process is consistent with the mileage subsection array matched with the technical standard in the step G;

firstly, sequentially obtaining the applicable condition names StdType of the dark tunnel lining types of the sections, the grade of surrounding rock SrdRockLev, the buried depth grade CvrDepthLev, whether bias BiaStress exists or not, whether faults exist or not, a crushed zone CrushedZn, whether horizontal rock strata horizzalRock or not, whether anti-freeze section AntilerezLev or not and the seismic fortification intensity SespAc of the sections from corresponding arrays,

then, according to the information, the corresponding hidden tunnel lining type abbreviation can be obtained by matching from the hidden tunnel lining type applicable condition list LstSurdStructStd,

finally, the lining type in the range of the blind hole is called as an array SurdStructAbbr for short, each array of the array consists of 4 items of 'the lining type of the blind hole is called as a short', 'surrounding rock grade', 'initial mileage', 'termination mileage' and the like,

e. if the basic information input by the designer contains anchor segment joint information, reading anchor segment joint data in the design rule to form an anchor segment joint array AnchorAbbr, wherein each array comprises 3 items of anchor segment joint, initial mileage, ending mileage and the like,

f. matching reference picture names and picture numbers of dark hole lining types, adding all initial mileage and ending mileage in a design speed array DesignSpd, a track type array RailType, a dark hole lining type array SurdStructAbbr and an anchor section joint array AnchoraAbbr into a mileage list Mile, removing repeated values, intercepting the mileage list Mile in the range of the work point dark hole, arranging the Mile according to an ascending order, if p elements exist in the Mile list, forming p-1 mileage sections between adjacent elements, matching the dark hole lining type reference picture for the p-1 mileage sections in sequence, wherein the matching process is consistent with the mileage subsection array of the matching technical standard in the step G,

firstly, the design speed DsgnSpd, the track type RailTp, the dark hole lining type TypeAbbr, the surrounding rock grade SrdRockLev and the anchor section joint type SpeTypeName of the paragraph are obtained from the corresponding array in sequence,

then, matching in the hidden tunnel lining reference picture list LstCoverTunlDraw according to the information to obtain a corresponding reference picture number, a reference picture name and a combination name,

finally, a hidden tunnel lining type array SurdStruct in the range of the hidden tunnel is formed, and each array consists of eight items such as a reference figure number, a reference figure name, a hidden tunnel lining type short name, a surrounding rock level, a special paragraph type, a combination name, a starting mileage, a terminating mileage and the like.

And step J, matching the construction method for short, which comprises the following specific steps:

a. reading the self-defined construction method applicable conditions input by a designer into a construction method applicable condition list LstConstrMethdStd, wherein each line of the construction method applicable conditions consists of five matching bases, namely 'design speed', 'single line and double line', 'track type', 'mechanized matching', 'lining type short for short', the implicit matching bases are 'construction method applicable condition names', the matching result items are 'construction method short for short', the content of each applicable condition is read into the construction method type applicable condition list LstConstrMethdStd, one element in the list corresponds to one line of the construction method applicable conditions,

b. matching the construction method for short, adding all initial mileage and termination mileage in a construction method applicable condition, a design speed, a track type, a mechanical matching and a dark hole lining type array into a mileage list Mile, removing repeated values, intercepting the mileage list Mile within the construction point dark hole range, arranging the Miles in an ascending order, if p elements exist in the Mile list, forming p-1 mileage paragraphs between adjacent elements, sequentially matching the p-1 mileage paragraphs for short by the construction method, wherein the matching process is consistent with the mileage subsection array of the matching technical standard in the step G,

firstly, obtaining the applicable condition name StdType of the construction method, the design speed DsgnSpd, the track type RailTp, the mechanized matching McEquip, the lining type is abbreviated as SrdStruct, the lining type combination name SrdStructCombNm (not used for matching),

then matching in a construction method applicable condition list LstConstrMethdStd according to the information to obtain a corresponding construction method abbreviation,

and finally, forming a construction method in the range of the hidden tunnel of the construction site, which is called as an array ConstrMethd for short, wherein each array consists of five items, namely a hidden tunnel lining type, a hidden tunnel lining type combination name, a construction method, an initial mileage, a termination mileage and the like.

And step K, matching advance support measures, wherein the specific process is as follows:

a. reading the self-defined advance support measure applicable conditions input by a designer into an advance support measure applicable condition list LstPreSupportstd, wherein each row of the 'advance support measure applicable conditions' consists of seven matching bases, namely 'position', 'single line and double line', 'mechanical matching', 'surrounding rock level', 'buried depth', 'bias', 'fault and broken band', the implicit matching bases are 'advance support measure applicable condition names', the matching result item is 'advance support measure short for', the 'position' has two optional options of 'entrance to a cave', 'body' and the like, and the boundary positions of the entrance to a cave and the body of the cave are determined according to the following principle: calculating the mileage of the 'LargePDepth position with the minimum burial depth at the tail end of a large tunnel at a cave entrance' by interpolation in the range of a hidden cave at a work site, wherein the distance between the mileage and the starting and ending points of the hidden cave is the length of the cave entrance, and each row of the 'position' array Location consists of 'a cave entrance/cave body', 'starting mileage' and 'ending mileage',

one element in the list of applicable conditions for advance support measures lstpupportstd corresponds to one line in the applicable conditions for advance support measures,

b. reading the data of the advance support measure reference diagram input by a designer into an advance support measure reference diagram list LstPreSuperDraw, wherein each row of the advance support measure reference diagram is composed of four matching bases, namely a design speed, a single line and a double line, a track type and an advance support measure short for short, the matching result items are a reference diagram number, a reference diagram name and a combination name, the combination name is a complete advance support measure name generally, and the data is only used when a tunnel body lining and auxiliary engineering measure list is generated in the step M,

c. carrying out matching of advance support measures for short, different from matching of hidden tunnel lining types and construction methods, namely that some sections in a work point possibly have no advance support measures, adding all starting mileage and ending mileage in an array of 'advance support measures applicable conditions', 'positions', 'single-double lines', 'mechanical matching', 'surrounding rock grade', 'buried depth grade', 'bias', 'faults and broken zones' obtained in the previous steps into a mileage list Mile, removing repeated values, intercepting the mileage list Mile in the range of the hidden tunnel of the work point, arranging the mileage list Mile according to an ascending order, if p elements exist in the list Mile, forming p-1 mileage sections between adjacent elements, sequentially carrying out matching of the advance support measures for short on the p-1 mileage sections, wherein the matching process is consistent with the mileage section array matched with the technical standard in the step G,

firstly, matching the corresponding arrays to obtain the application condition names StdType, the position Locatn, the mechanized supporting McEquip, the grade of surrounding rock SrdRockLev, the buried depth grade CvrDespthLev, the bias pressure BiaStres and the fault fracture zone CrushedZn of the paragraphs,

then matching is carried out in a list LstPreSupportstd of the conditions suitable for the advance support measures according to the information, if the advance support measures can be matched, the matched advance support measures PreSupportType are stored, otherwise, the advance support measures of the next mileage section are matched for short,

finally, according to the existence of advance support measures, the advance support measures in the range of the work point hidden tunnel are formed and are called as an array PreSupportAbbr for short, each array of the array is composed of three items of advance support measures, starting mileage, ending mileage and the like,

d. matching a reference graph and a graph number of advance support measures, firstly judging whether the advance support measures are called as an array PreSupportabbr for short or not, if not, matching the reference graph and the graph number of the advance support measures, otherwise, finishing the step, adding all initial mileage and termination mileage in the advance support measures called as the array PreSupportabbr obtained in the step G into a mileage list Mile, removing repeated values, wherein the type is different from that of a dark hole lining because each segment does not have the advance support measures, the mileage list Mile is intercepted according to the minimum value and the maximum value of the mileage in the array PreSupportabbr, the initial mileage and the termination mileage are not of the dark hole, the Mile is intercepted and arranged according to an ascending sequence, if the Mile has p elements in the Mile list, p-1 segments are formed between adjacent elements, the reference graphs of the advance support measures are sequentially matched on the p-1 segments, the matching process is matched with the initial mileage and the last mileage in the segment matching step G, and the number of the advance support measures is smaller than that of the initial mileage in the last segment _k +0.001 column number, if the end mileage of the column is greater than Mile _k And +0.001, indicating that the section has advance support measures, storing the advance support measures Presuprtabbr for short, matching subsequent steps, otherwise, skipping the section to directly enter the matching of the next mileage section, if the section has advance support measures, sequentially obtaining the design speed DsgnSpd and the track type RailTp of the section from corresponding arrays, matching the information in an advance support measure reference diagram list LstPresuprtDraw to obtain corresponding reference diagram numbers, reference diagram names and combination names, and forming an advance support measure array Presuport in the scope of the work point underground cavern, wherein each array of the array consists of six items, such as the reference diagram number, the reference diagram name, the support advance measures, the advance support measure combination name, the starting mileage and the ending mileage.

And step L, grouting measure matching, which comprises the following specific processes:

a. reading the self-defined grouting measure applicable condition input by a designer into a grouting measure applicable condition list LstGroutingStd, wherein the self-defined grouting measure applicable condition is used for matching the grouting measure in the step c, the 'grouting measure applicable condition' is composed of five matching bases in each row, namely 'single line and double line', 'surrounding rock grade', 'normal water Inflow', 'fault, broken zone' and 'anti-freezing protection', the implicit matching base is 'name of the grouting measure applicable condition', the matching result item is 'grouting measure short', wherein a normal water Inflow array Inflow is formed by reading upper-sequence data in a 'hydrogeology' worksheet, each row of the array is composed of four items of 'underground water subsection evaluation', 'normal water Inflow', 'initial mileage' and 'final mileage', one element in the grouting measure applicable condition list LstGroutingStd corresponds to one line in the grouting measure applicable condition list,

b. reading the grouting measure reference diagram data input by a designer into a grouting measure reference diagram list LstGroutingDraw, wherein the reference diagram name and the diagram number are used for matching the grouting measure in the step d, each row of the ' grouting measure reference diagram ' consists of four matching bases, namely ' design speed ', ' single line and double line ', ' track type ', ' grouting measure short, and matching result items are ' reference diagram number ', ' reference diagram name ' and ' combination name ', wherein the ' combination name ' is generally a complete grouting measure name and is used when generating a ' grouting measure table ' in the step N,

c. the matching of grouting measures is carried out, the matching process is consistent with the forepoling measures, the applicable condition names StdType, the grade of surrounding rock SrdRockLev, the normal water inflow Inflw, the fault fracture zone CrushedZn and the freezing-resistant anti-backfezLev of the grouting measures of the paragraphs are obtained from corresponding array columns in sequence, then the matching is carried out in a grouting measure applicable condition list LstGroutingStd according to the information, if the grouting measures can be matched, the matched grouting measure GroutTtype is stored, otherwise, the grouting measure of the next mileage segment is simply matched, finally, the grouting measure in the range of a hidden hole of a work point is formed and is simply called into an array GroutingAbbr according to the existence of the grouting measures, each array consists of three items of the grouting measures, the initial mileage, the ending mileage and the like, and the condition that no grouting measures are carried out at the work point under certain special conditions possibly exists,

d. matching the reference picture name and the picture number of the grouting measure, firstly judging whether the grouting measure is called as an array group GroutingAbbr for short, if not, matching the reference picture and the picture number of the grouting measure, otherwise, finishing the step, adding all initial mileage and ending mileage in the array GroutingAbbr obtained in the step G into a mileage list Mile, removing repeated values, intercepting the mileage list Mile according to the minimum value and the maximum value of the mileage in the array GroutingAbbr, arranging the mileage list Mile according to an ascending order, if p elements exist in the Mileage list, forming p-1 mileage paragraphs between adjacent elements, matching the grouting measure reference pictures for the p-1 mileage paragraphs in sequence, matching the technical standard in the step G, firstly, matching the last mileage in the initial mileage of the array GroutingAbbr with the grouting measure, and matching the mileage with the mileage smaller than the mileage in the mileage list in the step G, and finally matching the mileage list with the initial mileage of the array GroutingAbbr obtained in the step G _k +0.001 column number, if the end mileage of the column is greater than Mile _k And +0.001, the paragraph is indicated to have Grouting measures, the Grouting measures are saved, named GroutngAbbr for short, the matching of the subsequent steps is carried out, otherwise, the paragraph is skipped to directly enter the matching of the next mileage paragraph, if the paragraph has the Grouting measures, the design speed DsgnSpd and the track type RailTp of the paragraph are sequentially obtained from corresponding arrays, corresponding reference picture numbers, reference picture names and combination names are obtained by matching in a Grouting measure reference picture list LstGroutingDraw according to the information, a Grouting measure array Grouting within the range of the work point blind hole is formed, and each array of the array consists of six items, namely the reference picture number, the reference picture name, the Grouting measure short, the Grouting measure combination name, the starting mileage and the ending mileage.

The 'tunnel lining and auxiliary engineering measure list' in the step M comprises information of surrounding rock grades, lining types, construction methods, advanced support measures, special drainage measures and the like of all mileage sections in the work point gap range, and the process of generating the 'tunnel lining and auxiliary engineering measure list' comprises the following steps:

a. reading the data of a cavity door reference diagram and a clear cavity lining reference diagram input by a designer into a cavity door reference diagram list LstPortaltalaW and a clear cavity lining reference diagram list LstOpenTunlDraw respectively, wherein the reference diagram names and diagram numbers are used for matching cavity doors and clear cavity lining types, each line of the cavity door reference diagram is composed of four matching bases, respectively, a design speed, a single double line, a track type and a cavity door type are short for short, a matching result item is a reference diagram number, a reference diagram name, a combination name and a combination name are generally complete cavity door type names, each line of the clear cavity lining reference diagram is composed of four matching bases, respectively, a design speed, a single double line, a track type and a clear cavity lining type are short for short, a matching result item is a reference diagram number, a reference diagram name, a combination name and a combination name is generally complete clear cavity type name,

b. reading the information of the holes and the open cut tunnel in the basic information worksheet to form a hole type array PortInfo for short, a open cut tunnel lining type array OpenCutTunlInfo for short, reading the special drainage measure in the special paragraph worksheet, and intercepting the data of the gap range of the work point to form a special drainage measure array SpeDrang, wherein each row of the hole type array is composed of three items of hole type array, starting mileage array, ending mileage array and the like, each row of the open cut tunnel lining type array is composed of three items of open cut tunnel lining type array, starting mileage array, ending mileage array and the like, the open cut tunnel does not exist, each row of the special drainage measure array is composed of five items of central water ditch, side ditch, drainage gradient ([ thousand ], [ starting mileage array, ending mileage and the like,

c. matching reference picture names and picture numbers of a cave entrance type and a open cut tunnel lining type, describing a matching process by taking the cave entrance type as an example, wherein the matching process of the open cut tunnel lining type is consistent with the matching process of the cave entrance type, adding all initial mileage and ending mileage in arrays of 'design speed', 'track type', 'surrounding rock grading', 'cave entrance type short for' array into a mileage list Mile, removing repeated values, and arranging according to an ascending order, wherein if p elements exist in the list Mile, adjacent elements are adjacent to each otherP-1 mileage sections are formed, the portal reference map matching is carried out on the p-1 mileage sections in sequence, and a certain mileage section is Mile _k -Mile _k+1 For example, the last one smaller than Mile is matched from the portal type short array PortInfo starting mileage line _k +0.001 column number, if the end mileage of the column is greater than Mile _k +0.001, said paragraph is in the portal range, saving portal type PortAbbr for short, matching the subsequent steps, otherwise skipping the paragraph and directly entering the matching of the next mileage paragraph, if the paragraph is in the portal range, obtaining the design speed DsgnSpd, track type RailTp, portal type TypeAbbr, and country grade SrdRockLev of the paragraph from the corresponding array in turn, then matching in the portal reference map list LstPortalDraw according to the above information to obtain the corresponding reference map number, reference map name, combination name, finally, forming a portal type array PortStruct, wherein each array consists of 7 items such as a reference picture number, a reference picture name, a portal type short for, a surrounding rock grade, a combination name, an initial mileage and a termination mileage, if a construction site has open holes, the open hole lining type array OpenCutTunl can be obtained according to a phase synchronization step, each array consists of seven items such as a reference picture number, a reference picture name, an open hole lining type short for, a surrounding rock grade, a combination name, an initial mileage and a termination mileage,

d. matching various information of a 'cave body lining and auxiliary engineering measure list', adding all initial mileage and ending mileage obtained in the previous steps into a mileage list Mile, removing repeated values, and arranging the initial mileage and the ending mileage in ascending order, if the list Mile has p elements, forming p-1 mileage sections between adjacent elements, matching the p-1 mileage sections in sequence, and using a certain mileage section Mile _k -Mile _k+1 For example, the last Mile less is first matched from the portal type array PortStruct starting mileage row _k +0.001 column number, if the end mileage of the column is greater than Mile _k +0.001, it means that the section is located within the portal, otherwise the last one is smaller than Mile from the SurdStruct initial Mile line of the dark tunnel lining type array _k +0.001 column number, if the end mileage of the column is greater than Mile _k +0.001, it means that the section is located in the dark hole range, otherwise, if there is open hole at the construction site, the last one matched to be smaller than Mile from the open hole lining type array OpenCutTunl initial mileage line _k +0.001 column number, if the end mileage of the column is greater than Mile _k +0.001, the paragraph is in the open cut tunnel range, when the paragraph is in the tunnel door or open cut tunnel range, the ' surrounding rock grading ', ' lining type combination name ', ' lining type reference picture number ' can be obtained from the tunnel door type array or open cut tunnel lining type array, the special drainage measure can be obtained from the special drainage measure array, the ' construction method is called ' open cut method ' for short, all the other ' tunnel lining and auxiliary engineering measure list ' are empty, when the paragraph is in the closed tunnel range, the surrounding rock grading, the closed tunnel lining type, the construction method is called ' advanced support measure ', the special drainage measure array is matched to obtain the surrounding rock grading SrdRockLev of the paragraph, the method comprises the following steps of combining a hidden tunnel lining type name SrdStructCombName with a reference drawing number SrdStructDrawNum, shortening a construction method for ConstrMetd, combining a forepoling measure name PreSuperCombName with a reference drawing number PreSuperPrtDrawNum, and forming a special drainage measure SpeDrng, wherein the forepoling measure and the special drainage measure cannot be matched, and then forming a tunnel lining and auxiliary engineering measure list table in a working point gap range, wherein each row of the table consists of nine items, such as surrounding rock grading, lining type combination name, lining type reference drawing number, construction method shortening, forepoling measure combination name, forepoling measure reference drawing number, special drainage measure, starting mileage and ending mileage.

The grouting measure table in the step N comprises information of surrounding rock grading, grouting measures, reference figure numbers and the like of each section in the range of the hidden tunnel of the construction site, and all initial mileage and ending mileage in the surrounding rock grading and grouting measure array obtained in the step are added into a mileage list MileRemoving repeated values, intercepting the Mile in a mileage list according to the minimum value and the maximum value of the mileage in the group of the mileage, arranging the Mile in an ascending order, forming p-1 mileage paragraphs between adjacent elements if the Mile has p elements in the list, sequentially matching the Grouting measures for the p-1 mileage paragraphs, wherein the matching process is consistent with the mileage segmentation array matched with the technical standard in the step G, and firstly, matching the last mileage paragraph less than the Mile in the initial mileage row of the Grouting measure array group _k +0.001 column number, if the end mileage of the column is greater than Mile _k And +0.001, the section is indicated to have grouting measures, the combined name of the grouting measures is obtained, the grouting measures refer to the figure number GroutngdrawNum, the subsequent steps are matched, otherwise, the section is skipped to directly enter the matching of the next mileage section, and if the section has grouting measures, the last matched mileage is smaller than Mile in the initial mileage line of the surrounding rock grading array SurdRockLev _k And the column number of +0.001, further obtaining the surrounding rock classification SrdRockLev of the paragraph, and then forming a grouting measure table in the range of the hidden tunnel of the construction site, wherein each row of the table consists of five items of surrounding rock classification, grouting measure combination name, grouting measure reference figure number, starting mileage, ending mileage and the like.

Yet another embodiment

A technical scheme of an intelligent matching method for a main tunnel of a railway mountain based on a custom database comprises the following steps:

step a, establishing a basic information file of the tunnel work point in the form of an Excel file, and inputting and reading the upper-order data and the basic information of the work point, as shown in fig. 8-13.

And step B, establishing a design rule library of the project in the form of an Excel file, as shown in FIG. 14.

And step C, inputting a file name of a reference picture and key matching parameters to be used in intelligent matching in a 'parameter setting' worksheet of the design rule file, as shown in FIG. 15.

Step D, inputting 10 items of technical standard mileage segmentation information related to the mountain tunnel main hole matching in a 'technical standard' worksheet of the design rule file, as shown in FIG. 16, wherein the second type of technical standard in the embodiment does not input any mileage segmentation information, and therefore, the 'general applicable conditions' are all used.

And E, inputting self-defined matching applicable conditions in each applicable condition worksheet of the design detailed rule file, wherein the self-defined matching applicable conditions comprise 6 applicable conditions such as 'dark hole depth burying applicable conditions', 'dark hole lining type applicable conditions', 'anchor section joint applicable conditions', 'construction method applicable conditions', 'advance support measure applicable conditions' and 'grouting measure applicable conditions', and the other applicable conditions except 'general applicable conditions' do not appear in the embodiment as shown in figures 17-21.

And F, inputting information such as reference picture names, picture numbers and the like into the tunnel portal reference picture, the open cut tunnel lining reference picture, the hidden tunnel lining reference picture, the advance support measure reference picture and the grouting measure reference picture for matching the hidden tunnel lining type, the advance support measure and the grouting measure reference picture as shown in figures 22-26.

And G, reading 10 technical standards to form a technical standard mileage segmentation array. The first technical standard mileage subsection array and the second technical standard mileage subsection array are listed in a first table and a second table respectively.

The first table is a first technical standard mileage segmentation array

The second kind of technical standard mileage segmentation array

And step H, carrying out buried depth grade matching on the blind hole, wherein the buried depth grade matching is divided into the following three steps:

a. reading the self-defined dark hole deep and shallow burying applicable conditions input by the designer into a dark hole deep and shallow burying applicable condition list;

b. reading surrounding rock grading and calculating the thickness of the hole top covering soil to form a surrounding rock grading array and a hole top covering soil thickness array;

c. and carrying out matching of the buried depth grade of the dark hole.

The buried depth grade array of the dark hole obtained by matching is listed in a table three, and each array consists of 3 items such as 'buried depth grade', 'initial mileage', 'final mileage' and the like.

Table three is a buried depth level array of the blind hole

Shallow buried	Deep buried	Shallow buried	Ultra shallow buried
				DK277+805.00	DK277+940.00	DK278+950.00	DK279+175.00
DK277+940.00	DK278+950.00	DK279+175.00	DK279+210.00

And step I, matching the lining types of the blind holes. The matching comprises the following six steps:

a. reading the self-defined covered tunnel lining type applicable condition input by the designer into a covered tunnel lining type applicable condition list;

b. reading the data of the reference picture of the dark tunnel lining input by the designer into a list of the reference picture of the dark tunnel lining;

c. reading data such as bias voltage, surrounding rock grading, horizontal rock stratum, freezing-resistant protection and the like in a working table of a special paragraph to form a bias voltage array BiaStrs, a fault and broken zone array CrushedZone, a horizontal rock stratum array HrzttalRock and a freezing-resistant protection array AntiFrz in a gap range.

d. And matching the hidden tunnel lining type for short.

The type of the blind hole lining obtained by matching is abbreviated as an array listed in Table four, and each array consists of 4 items of 'type of the blind hole lining is abbreviated as', 'surrounding rock grade', 'initial mileage' and 'final mileage'. For convenience of presentation, the arrays are transposed.

The fourth table is a dark hole lining type array for short

e. And if the basic information input by the designer contains the anchor segment joint information, reading the anchor segment joint data in the design rule to form an anchor segment joint array for short. In this embodiment, there is no anchor segment joint information, and this step is skipped.

The dark tunnel lining type arrays obtained by matching are listed in a table five, and each array consists of 8 items such as a reference figure number, a reference figure name, a dark tunnel lining type short for short, a surrounding rock grade, a special paragraph type, a combination name, an initial mileage, a final mileage and the like. For ease of illustration, the arrays are transposed.

Table five is a dark hole lining type array

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And step J, matching the construction method for short. The matching is divided into the following two steps:

a. reading the self-defined construction method applicable conditions input by the designer into a construction method applicable condition list;

b. and matching the construction method for short.

The construction method obtained by matching is abbreviated as an array listed in table six, and each array of the array consists of 5 items of 'hidden tunnel lining type abbreviated as', 'hidden tunnel lining type combination name', 'construction method abbreviated as', 'initial mileage', 'end mileage', and the like. For convenience of presentation, the arrays are transposed.

Table six is a construction method array for short

Ⅴ[QFb]	Ⅴ[QFb]Composite lining	Three-step temporary inverted arch method	DK277+805.00	DK277+905.00
					Ⅴ[b]	Ⅴ[b]Composite lining	Three-step temporary inverted arch method	DK277+905.00	DK277+940.00
Ⅳ[a]	Ⅳ[a]Composite lining	Three step process	DK277+940.00	DK278+019.00
					Ⅲ[a]	Ⅲ[a]Composite lining	Step method	DK278+019.00	DK278+120.00
Ⅳ[a]	Ⅳ[a]Composite lining	Three-step method	DK278+120.00	DK278+180.00
					Ⅲ[a]	Ⅲ[a]Composite lining	Step method	DK278+180.00	DK278+220.00
Ⅳ[a]	Ⅳ[a]Composite lining	Three step process	DK278+220.00	DK278+330.00
					Ⅲ[a]	Ⅲ[a]Composite lining	Step method	DK278+330.00	DK278+470.00
Ⅳ[a]	Ⅳ[a]Composite lining	Three-step method	DK278+470.00	DK278+530.00
					Ⅲ[a]	Ⅲ[a]Composite lining	Step method	DK278+530.00	DK278+570.00
Ⅳ[a]	Ⅳ[a]Composite lining	Three-step method	DK278+570.00	DK278+680.00
					Ⅲ[a]	Ⅲ[a]Composite lining	Step method	DK278+680.00	DK278+715.00
Ⅳ[a]	Ⅳ[a]Composite lining	Three step process	DK278+715.00	DK278+745.00
					Ⅲ[a]	Ⅲ[a]Composite lining	Step method	DK278+745.00	DK278+790.00
Ⅳ[b]	Ⅳ[b]Composite lining	Three-step method	DK278+790.00	DK278+950.00
					Ⅴ[b]	Ⅴ[b]Composite lining	Three-step temporary inverted arch method	DK278+950.00	DK279+110.00
Ⅴ[QFb]	Ⅴ[QFb]Composite lining	Three-step temporary inverted arch method	DK279+110.00	DK279+210.00

And K, matching advance support measures. The matching comprises the following four steps:

a. reading the self-defined advance support measure applicable conditions input by a designer into an advance support measure applicable condition list;

b. reading the pre-support measure reference graph data input by a designer into a pre-support measure reference graph list;

c. and matching advanced support measures, which are called as short.

The advanced support measures obtained by matching are listed in a seventh table in short, and each row of the array consists of 3 items of the advanced support measures, the initial mileage, the ending mileage and the like. For convenience of presentation, the arrays are transposed.

TABLE VII is an array of advanced support measures for short

Advanced big pipe shed	DK277+805.00	DK277+830.00
			Advanced double-layer small catheter	DK277+830.00	DK277+940.00
Advanced small catheter	DK277+940.00	DK278+019.00
			Advanced small catheter	DK278+120.00	DK278+180.00
Leading small catheter	DK278+220.00	DK278+330.00
			Advanced small catheter	DK278+470.00	DK278+530.00
Advanced small catheter	DK278+570.00	DK278+680.00
			Leading small catheter	DK278+715.00	DK278+745.00
Leading small catheter	DK278+790.00	DK278+950.00
			Advanced double-layer small catheter	DK278+950.00	DK279+175.00
Leading middle pipe shed	DK279+175.00	DK279+200.00
			Advanced big pipe shed	DK279+200.00	DK279+210.00

d. And performing advanced support measures, referring to a figure and matching the figure number.

The matched advance support measure arrays are listed in table eight, and each array consists of 6 items of 'reference figure number', 'reference figure name', 'advance support measure short name', 'advance support measure combination name', 'initial mileage', 'end mileage' and the like. For convenience of presentation, the arrays are transposed.

Table eight is a forepoling measure array

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And step L, grouting measure matching is carried out. The matching comprises the following four steps:

a. reading the applicable conditions of the self-defined grouting measures input by the designer into a list of applicable conditions of the grouting measures;

b. reading the grouting measure reference diagram data input by a designer into a grouting measure reference diagram list;

c. and matching grouting measures for short.

The matched grouting measures are abbreviated as arrays and listed in a table nine, and each array of the arrays consists of 3 items of advanced support measures, initial mileage, ending mileage and the like.

TABLE JIA is a grouting measure abbreviated as array

Cold-proof grouting for arch wall	Cold-proof grouting for arch wall
		DK277+805.00	DK279+110.00
DK277+905.00	DK279+210.00

The matched grouting measure arrays are listed in a table ten, and each array of the arrays comprises 6 items of reference figure numbers, reference figure names, grouting measure short names, grouting measure combination names, starting mileage, ending mileage and the like.

Table ten sets of grouting measures

And step M, generating a 'tunnel body lining and auxiliary engineering measure list' in the tunnel longitudinal section diagram. The matching comprises the following four steps:

a. respectively reading the portal reference diagram and the open cut tunnel lining reference diagram data input by a designer into a portal reference diagram list and an open cut tunnel lining reference diagram list;

b. reading basic information input by a designer to form a portal type array for short, a cut tunnel lining type array for short and a special drainage measure array;

c. and matching the reference picture name and the picture number of the portal type and the open cut tunnel lining type.

The portal type arrays obtained by matching are listed in a table eleven, and each row of the array consists of 7 items such as a reference figure number, a reference figure name, a portal type short for short, a surrounding rock grade, a combination name, an initial mileage, an end mileage and the like.

Table eleven is portal type array

The open cut tunnel lining type arrays obtained by matching are listed in a table twelve, and each row of the array consists of 7 items such as a reference figure number, a reference figure name, an open cut tunnel lining type short for short, a surrounding rock grade, a combination name, an initial mileage, a termination mileage and the like.

The table twelve is open cut tunnel lining type array

Shen Baishi Tushen (Ju) 02-03	Shen Baishi Tunnel reference (trial) 02-03
		Cutting open cut tunnel (wall bottom A type) structure diagram	Cutting open cut tunnel (wall bottom A type) structure diagram
Cutting open cut tunnel (wall bottom A type)	Cutting open cut tunnel (wall bottom A type)
		Ⅴ	Ⅴ
Cutting open cut tunnel (wall bottom A type)	Cutting open cut tunnel (wall bottom A type)
		DK277+795.00	DK279+210.00
DK277+805.00	DK279+220.00

Each row of the table consists of 9 items such as surrounding rock grading, lining type combination name, lining type reference drawing number, construction method short name, advance support measure combination name, advance support measure reference drawing number, special drainage measure, starting mileage and ending mileage, and the matching result is shown in a thirteen table.

TABLE thirteen is a summary of the lining of the tunnel and the auxiliary engineering measures

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And step N, generating a grouting measure table in the tunnel longitudinal section diagram. Each row of the table consists of 5 items such as surrounding rock grading, grouting measure combination name, grouting measure reference picture number, starting mileage and ending mileage, and the result is shown in a fourteen table.

Meter fourteen grouting measures meter

Ⅴ	Cold-proof grouting for arch wall	Shen Baishi Tushen (Ju) 04-02	DK277+805.00	DK277+905.00
					Ⅴ	Cold-proof grouting for arch wall	Shen Baishi Tunnel reference (Authentic) 04-02	DK279+110.00	DK279+210.00

The invention aims at the design of a railway mountain tunnel work point, establishes a basic information file of the tunnel work point in the form of an Excel file, and inputs and reads the sequence data and the basic information of the work point. And establishing a design principle library of the project in the form of an Excel file. In the 'parameter setting' worksheet of the design rule file, the file name of the reference image and key matching parameters to be used in intelligent matching are input. In the "technical criteria" worksheet of the design rules file, 10 items of technical criteria mileage segmentation information related to mountain tunnel positive hole matching are entered. And inputting the self-defined matching applicable conditions in each applicable condition worksheet of the design rule file. And inputting reference picture information in each reference picture file of the design rule library. And reading mileage segmentation information of 10 technical standards in the 'technical standard' worksheet to form a technical standard mileage segmentation array in the range of the work point gap. And then carrying out matching of the buried depth grade of the hidden tunnel, matching of lining types of the hidden tunnel, matching of a construction method for short, matching of advanced support measures and matching of grouting measures. And finally, generating a 'tunnel body lining and auxiliary engineering measure list' and a 'grouting measure list' in the tunnel longitudinal section diagram.

The method can intelligently match the lining type, construction method, advance support measures and grouting measures of the main tunnel of the railway mountain tunnel, and automatically generate a tunnel body lining and auxiliary engineering measure list and a grouting measure list in a tunnel longitudinal section view. The design principle library can be customized, theoretically, one tunnel work point can be customized according to any multiple matching principles, and expansibility is strong.

Claims

1. A railway mountain tunnel main tunnel intelligent matching method based on a custom database is characterized by comprising the following steps: the method comprises the following steps:

(A) Establishing basic information file of tunnel work point, inputting and reading the order data and basic information of work point

(B) Establishing a design rule library of the project, wherein the design rule library comprises a design rule file and a reference picture file

(C) In the 'parameter setting' worksheet of design rule file, the file name of reference picture and key matching parameter used for intelligent matching are input

(D) Inputting ten items of technical standard mileage segmentation information related to mountain tunnel main hole matching in a 'technical standard' worksheet of design rule files

(E) Inputting custom matching application conditions in each application condition worksheet of design rule file

(F) Inputting reference picture information in each reference picture file of design rule base

(G) Reading mileage segmentation information of ten technical standards in a design rule file 'technical standard' worksheet to form a technical standard mileage segmentation array in a working point gap range

(H) Matching of buried depth grade of dark hole

(I) Matching of blind hole lining type

(J) Matching of construction method for short

(K) Matching advance support measures

(L) grouting measures matching

(M) generating a 'tunnel lining and auxiliary engineering measure list' in a tunnel longitudinal section view "

(N) generating a grouting measure table in a tunnel longitudinal section diagram;

the key matching parameters in step C include the following four items:

thirdly, a front tunnel lining single-side reinforcing range at the intersection with the auxiliary tunnel is used for reinforcing surrounding rocks at the intersection with the auxiliary tunnel in a grading manner;

fourthly, the keywords of the fault fracture zone are used for judging whether the surrounding rock grading is the fault fracture zone or not, the keywords can be arranged in a plurality of rows, and the keywords are separated by commas of half angles or full angles;

the ten technical standards in the step D are respectively 'design speed', 'rail type', 'seismic motion peak acceleration', 'mechanical matching', 'dark hole deep and shallow burying', 'dark hole lining type', 'anchor section joint', 'main hole construction method', 'main hole advanced support measure' and 'main hole grouting measure', wherein mileage segmented information corresponding to specific technical standard contents is input in the first four technical standards 'design speed', 'rail type', 'seismic motion peak acceleration' and 'mechanical matching'; mileage segmentation information corresponding to applicable condition names is input in the last six technical standards, namely 'dark and shallow cave burying', 'dark cave lining type', 'anchor section joint', 'main cave construction method', 'main cave advanced support measure' and 'main cave grouting measure', wherein the first four technical standards are collectively called as a first type of technical standard, and the last six technical standards are collectively called as a second type of technical standard;

step G comprises the steps of generating a mileage segmentation array for the first four technical standards of the first type and generating a mileage segmentation array for the second six technical standards of the second type;

the first technical standard generates the mileage segmentation array as follows:

a. firstly, judging whether a designer inputs mileage subsection data or not, if not, prompting an error, and simultaneously stopping the operation of a program;

d. assuming that the gap small mileage of the work point is BndMilen, the gap large mileage is BndMilex, the last column which is not more than the gap small mileage and the gap large mileage is searched in the row of the sequenced array of initial mileage, if the last column is not more than the gap small mileage and the gap large mileage, the designer is prompted to not find a matching item of the work point in the design speed of the technical standard, the program stops running at the same time, if the columns can be found, the s column and the t column are respectively the s column and the t column, the data of the s column and the t column are extracted, the initial mileage of the s column is replaced by the gap small mileage BndMilen of the work point, the termination mileage of the t column is replaced by the gap large mileage BndMilex of the work point, and the design speed mileage segmentation array DesignSpdSorted in the range of the work point gap mileage is obtained:

checking whether the mileage sections in the array DesignSpdSorted are continuous, assuming that the array DesignSpdSorted has n rows, sequentially checking whether the initial mileage from the j row to the n row is equal to the ending mileage of the previous row, wherein j is more than or equal to 2 and less than or equal to n, actually judging whether the absolute value of the difference between the initial mileage and the ending mileage of the previous row is less than a minimum number, and if so, prompting a designer not to find a matching item of the working point in the design speed of the technical standard and simultaneously stopping the program from running; if the two are equal, the array design SpdSorted is the final 'design speed' mileage segmentation array design Spd, the rows of the array design Spd are arranged in ascending order according to the initial mileage,

the process of generating the mileage segmentation array by the second technical standard is as follows:

a. firstly, judging whether a designer inputs mileage subsection data, if not, directly generating a mileage subsection array taking 'a hidden tunnel lining type general applicable condition' as an applicable condition name and a gap mileage as a starting and ending mileage, wherein the array name is expressed by SurdStructStd:

b. if the designer inputs mileage segmentation data, reading the data of the 'dark tunnel lining type applicable condition name' and storing the data as a two-dimensional array SurdStructStdTemp, wherein each row of the array consists of 3 items of 'dark tunnel lining type applicable condition name', 'initial mileage' and 'final mileage';

c. the rows are arranged in an ascending order according to the starting mileage as a sorting basis to obtain a sorted two-dimensional array SurdStructStdSorted;

d. sequentially adding the starting mileage and the ending mileage in a plurality of sets of SurdStructStdSorted into a list, removing repeated values, adding work point gap mileage BndMilen and BndMilex, intercepting a mileage list Mile ranging from the work point gap small mileage BndMilen to the gap large mileage BndMilex, and arranging the mileage list Mile in an ascending order;

the specific judging steps are as follows: mile for a Mile paragraph in the list Mile _k -Mile _k+1 It is shown that to avoid rounding errors for floating point numbers, the last less than Mile is sought in the row where the starting mileage of the set of SurdStructStdSorted starts _k A column number of +0.001, if found, assuming the column number is t columns, and the ending mileage of the column is not less than Mile _k +0.001, the mileage section Mile is indicated _k -Mile _k+1 In the range of the paragraph of the array SurdStructStdSorted, the applicable condition name adopted by the paragraph is the applicable condition name of the t-th column of the array SurdStructStdSorted; if not found, or if found, the end mileage of the column is less than Mile _k +0.001, the mileage section Mile is indicated _k -Mile _k+1 If not in the paragraph range of the array SurdStructStdSorted, the paragraph adopts the applicable condition name as 'dark cave lining type general applicable condition', sequentially judges p-1 mileage paragraphs, finally forms the 'dark cave lining type applicable condition name' mileage segmentation array SurdStructStd in the mileage range of the work point gap, and carries out the initial mileage behavior according to each row of the logarithm array SurdStructStdThe materials are arranged in an ascending order,

according to the same steps, an array coverDepthStd of 'hidden hole deep and shallow burying applicable condition names', an array AnchororStd of 'anchor joint applicable condition names', an array ConstrMethhdStd of 'construction method applicable condition names', an array PresupportStd of 'advanced support measures applicable condition names', an array Grouttd of 'grouting measure applicable condition names' can be obtained within the range of the notch mileage of a work point, the arrays are two-dimensional arrays of 3 rows and n columns, and the form of the two-dimensional arrays is consistent with that of SurdStructStd.

2. The intelligent matching method for the main tunnel of the railway mountain based on the custom database as claimed in claim 1, wherein: the basic information file in the step A contains the sequence data and the basic information of the working point, which are respectively listed in a working table of basic information, surrounding rock grading, hydrogeology, broken chain and horizontal and vertical curve, added mark and ground elevation, line spacing, special paragraph and anchor segment joint.

3. The intelligent matching method for the main tunnel of the railway mountain based on the custom database as claimed in claim 1, wherein: the design rule base in the step B comprises a design rule file and a reference picture file, wherein the design rule file comprises the following worksheets: parameter setting, technical standard, hidden tunnel deep and shallow burying applicable condition, lining type applicable condition, anchor section joint applicable condition, construction method applicable condition, advance support measure applicable condition and grouting measure applicable condition; the reference map file comprises a tunnel portal reference map, an open cut tunnel lining reference map, a hidden tunnel lining reference map, an advance support measure reference map and a grouting measure reference map.

4. The intelligent matching method for the main tunnel of the railway mountain based on the custom database as claimed in claim 1, wherein the method comprises the following steps: in the step E, self-defined applicable conditions are input in six applicable condition worksheets of 'hidden tunnel deep and shallow burying applicable conditions', 'hidden tunnel lining type applicable conditions', 'anchor section joint applicable conditions', 'construction method applicable conditions', 'advanced support measure applicable conditions' and 'grouting measure applicable conditions' for matching hidden tunnel lining types, construction methods, advanced support measures and grouting measure abbreviation, and the six worksheets are in one-to-one correspondence with second type technical standards.

5. The intelligent matching method for the main tunnel of the railway mountain based on the custom database as claimed in claim 1, wherein: and F, inputting reference picture names and picture numbers in a tunnel portal reference picture, an open cut tunnel lining reference picture, a hidden tunnel lining reference picture and an advance support measure reference picture, and matching the hidden tunnel lining type, the advance support measure and a grouting measure reference picture in the grouting measure reference picture.

6. The intelligent matching method for the main tunnel of the railway mountain based on the custom database as claimed in claim 1, wherein:

step H, carrying out buried depth grade matching of the hidden hole, wherein the specific process is as follows:

and finally, matching the buried depth grade of the dark hole.

7. The intelligent matching method for the main tunnel of the railway mountain based on the custom database as claimed in claim 1, wherein:

step I, matching of the lining types of the blind holes, which comprises the following specific steps:

b. reading the dark hole lining reference picture data input by the designer into a dark hole lining reference picture list LstCoverTunlDraw,

c. reading the bias voltage, surrounding rock grading, horizontal rock stratum and anti-freezing prevention data in the working table of the special paragraph to form a bias voltage array BiaStrs, a fault and broken zone array CrushedZone, a horizontal rock stratum array HrzttalRock and an anti-freezing prevention array AntiFrz in the range of a gap,

d. the matching of the hidden tunnel lining type for short is carried out,

e. if the basic information input by the designer contains the anchor segment joint information, reading the anchor segment joint data in the design rule to form an anchor segment joint array AnchorAbbr for short,

8. The intelligent matching method for the main tunnel of the railway mountain based on the custom database as claimed in claim 1, wherein:

a. reading the self-defined construction method applicable conditions input by a designer into a construction method applicable condition list LstConstrMethdStd,

b. and matching the construction method for short.

9. The intelligent matching method for the main tunnel of the railway mountain based on the custom database as claimed in claim 1, wherein:

a. reading the self-defined advance support measure applicable conditions input by a designer into an advance support measure applicable condition list LstPreSupportStd,

c. the matching of the advanced support measure, which is called as a short term,

10. The intelligent matching method for the main tunnel of the railway mountain based on the custom database as claimed in claim 1, wherein:

c. the matching of the grouting measure, which is called as a short term,

d. and performing grouting measure reference picture name and picture number matching.

11. The intelligent matching method for the main tunnel of the railway mountain based on the custom database as claimed in claim 1, wherein:

the 'tunnel body lining and auxiliary engineering measure list' in the step M comprises surrounding rock grades of all mileage sections in a work point gap range, lining types, construction methods, advance support measures and special drainage measure information, and the process of generating the 'tunnel body lining and auxiliary engineering measure list' comprises the following steps:

a. respectively reading the data of the hole door reference diagram and the open cut tunnel lining reference diagram input by a designer into a hole door reference diagram list LstPortAlDraw and a open cut tunnel lining reference diagram list LstOpenTunlDraw, and matching the reference diagram names and diagram numbers of the hole door and the open cut tunnel lining types,

d. and matching various information of the 'tunnel lining and auxiliary engineering measure list'.

12. The intelligent matching method for the main tunnel of the railway mountain based on the custom database as claimed in claim 1, wherein: and the grouting measure table in the step N comprises surrounding rock grading, grouting measures and reference map number information of each section in the range of the work point blind hole.