CN-122020798-A - Ground weak reinforcement engineering quantity assessment method, electronic equipment and storage medium

CN122020798ACN 122020798 ACN122020798 ACN 122020798ACN-122020798-A

Abstract

The invention relates to the technical field of rail transit ground reinforcement, and discloses a ground weak reinforcement engineering quantity evaluation method, electronic equipment and a storage medium, wherein the ground weak reinforcement engineering quantity evaluation method comprises the specific steps of reading ground reinforcement longitudinal section design scheme data and ground reinforcement plane width data; setting a track traffic ground weak reinforcement design and an engineering calculation range, marking and drawing a track traffic ground weak reinforcement design range outline, setting track traffic ground weak reinforcement pile intervals, determining the number of weak reinforcement piles, arranging the track traffic ground weak reinforcement piles one by one, calculating and storing the length of each weak reinforcement pile, and calculating the total length of all the weak reinforcement piles. And further determining the weak reinforcement engineering quantity of the rail transit ground. According to the invention, the ground line data, the tunnel data, the reinforcement data and the line design scheme data are automatically acquired, so that the digital management and storage of the weak reinforcement design parameters of the rail transit ground are realized, and the method has higher innovation.

Inventors

ZHOU LIANGBING
LIU ZICHANG
QIAN TAO
ZHOU CANLANG
JIANG MEILI
WU JIAZHU
FENG YINGXIONG
NIE CEN
ZHANG YAOHUI

Assignees

佛山轨道交通设计研究院有限公司

Dates

Publication Date: 20260512
Application Date: 20260206

Claims (10)

1. The ground weak reinforcement engineering quantity evaluation method is characterized by comprising the following specific steps: Respectively reading ground reinforcement longitudinal section design data and ground reinforcement plane design data from a rail transit ground reinforcement longitudinal section design document and a plane design document; determining the weak reinforcement design and engineering calculation range of the rail transit ground according to the line starting mileage and the line ending mileage in the ground reinforcement longitudinal section design data and the ground reinforcement plane design data; marking and drawing a track traffic ground weak reinforcement design outline according to the track traffic ground weak reinforcement design and engineering calculation range; setting the spacing of the weak reinforcement piles on the track traffic ground in the range of the weak reinforcement design on the track traffic ground and the engineering amount calculation, and determining the number of the weak reinforcement piles; the weak reinforcement piles on the rail transit ground are arranged in a row-by-row mode, and the length of each weak reinforcement pile is calculated and stored; And calculating the total length of all the weak reinforcing piles within the range of the design and the engineering amount calculation of the weak reinforcing piles on the ground of the rail transit, and further determining the engineering amount of the weak reinforcing piles on the ground of the rail transit.
2. The method of evaluating an amount of ground weak reinforcement work according to claim 1, wherein the ground reinforcement profile design data includes at least ground line data, tunnel outside diameter data, a tunnel imposed reinforcement range upper offset value, and line design data, and the ground reinforcement plane design data includes at least a width of a vertical projection of the ground reinforcement on the ground in a direction perpendicular to a line center line of a horizontal plane.
3. The method of claim 2, wherein the ground line data comprises at least ground points and corresponding histories and elevations.
4. The method for evaluating the quantity of ground weak reinforcement projects according to claim 1, wherein the track traffic ground weak reinforcement design contour is a multi-line section, the top contour of the track traffic ground weak reinforcement design contour is a ground line within the track traffic ground weak reinforcement design and project quantity calculation range, and the bottom contour of the track traffic ground weak reinforcement design contour is a boundary line on the imposed reinforcement range within the track traffic ground weak reinforcement design and project quantity calculation range.
5. The method for evaluating the engineering quantity of the ground weak reinforcement according to claim 1, wherein starting points at two sides of the design outline of the ground weak reinforcement of the track traffic are determined according to starting point mileage of the design and engineering quantity calculation range of the ground weak reinforcement of the track traffic, and ending points at two sides of the design outline of the ground weak reinforcement of the track traffic are determined according to ending point mileage of the design and engineering quantity calculation range of the ground weak reinforcement of the track traffic.
6. The method for evaluating the quantity of the ground weak reinforcement engineering according to claim 1, wherein the step of setting the distance between the ground weak reinforcement piles of the rail transit within the range between the design of the ground weak reinforcement of the rail transit and the quantity of the engineering calculation, and determining the quantity of the weak reinforcement piles, comprises the following steps: The track traffic ground weak reinforcement pile spacing comprises a longitudinal spacing and a transverse spacing; the number of the weak reinforcement piles comprises the number of transverse rows of the weak reinforcement piles in the range of the track traffic ground weak reinforcement design and the engineering amount calculation; the transverse rows of the weak reinforcing piles are counted Calculated according to the following formula: Wherein, the 、 The longitudinal distance between the line length and the track traffic ground weak reinforcement pile in the design and engineering calculation range of the track traffic ground weak reinforcement, Rounding up the symbol; The number of the weak reinforcing piles in each row in the transverse direction Calculated according to the following formula: Wherein, the 、 The width of the ground reinforcing plane and the transverse distance between the weak ground reinforcing piles of the rail transit are respectively, To round the symbol up.
7. The method for evaluating the ground weak reinforcement engineering quantity according to claim 6, wherein the weak reinforcement piles of the track traffic ground are arranged one by one, and the length of each weak reinforcement pile is calculated and stored, specifically: The track traffic ground weak reinforcement piles are arranged row by row within the track traffic ground weak reinforcement design and engineering calculation range according to the longitudinal distance; And acquiring elevation data corresponding to mileage from the ground line data and the upper boundary line of the forced fixation range based on the line mileage of each row of the rail transit ground weak reinforcement piles to obtain the length of each row of the rail transit ground weak reinforcement piles.
8. The method for evaluating the ground weak reinforcement engineering quantity according to claim 6, wherein the calculating the total length of all weak reinforcement piles within the calculated range of the track traffic ground weak reinforcement design and engineering quantity, further determines the track traffic ground weak reinforcement engineering quantity, specifically comprises: The track traffic ground weak reinforcement engineering quantity is the total length of all weak reinforcement piles within the track traffic ground weak reinforcement design and engineering quantity calculation range; the track traffic ground weak reinforcement engineering quantity Calculated according to the following formula: Wherein, the 、 The number of the transverse rows of the weak reinforcing piles and the number of the weak reinforcing piles in each transverse row are respectively, Is the first Length of the weak reinforcing piles.
9. An electronic device, comprising: A processor; a memory; And a computer program, wherein the computer program is stored in the memory, the computer program comprising instructions which, when executed by the processor, perform the method of any of claims 1-8.
10. A computer readable storage medium, characterized in that the computer readable storage medium comprises a stored program, wherein the method of claims 1-8 is performed by a device in which the computer readable storage medium is located when the program is run.

Description

Ground weak reinforcement engineering quantity assessment method, electronic equipment and storage medium Technical Field The invention relates to the technical field of rail transit ground reinforcement, in particular to a rail transit ground weak reinforcement engineering quantity assessment method, electronic equipment and a storage medium. Background When carrying out the calculation and design of the weak reinforcement engineering quantity of the track traffic ground, the designers in the track traffic industry need to sort the ground line data, the tunnel data, the horizontal and vertical section reinforcement data and the line design scheme data, manually draw the weak reinforcement range and mark of each section of track traffic ground, manually read the area of the weak reinforcement range and the length of the corresponding line, then calculate the quantity and the length of the weak reinforcement piles according to the interval, and finally manually count and determine the weak reinforcement engineering quantity of the track traffic ground. In the work, a large amount of line and tunnel professional data are required to be arranged, mileage, length and area are measured, a plurality of sections of lines, characters and filling objects are created and edited, a large amount of manual operation steps are included, the design operation steps are more, the time is long, a large amount of repeated labor is required by a designer, the productivity is wasted, and the weak reinforcement design and engineering amount calculation efficiency is low. Disclosure of Invention Aiming at the defects of the prior art, the invention aims to provide a ground weak reinforcement engineering quantity evaluation method, electronic equipment and a storage medium, which can automatically count the quantity and the length of weak reinforcement piles and automatically complete the calculation of the weak reinforcement engineering quantity. In order to achieve the above purpose, the invention adopts the following technical scheme: the method for evaluating the ground weak reinforcement engineering quantity comprises the following specific steps: Respectively reading ground reinforcement longitudinal section design data and ground reinforcement plane design data from a rail transit ground reinforcement longitudinal section design document and a plane design document; determining the weak reinforcement design and engineering calculation range of the rail transit ground according to the line starting mileage and the line ending mileage in the ground reinforcement longitudinal section design data and the ground reinforcement plane design data; marking and drawing a track traffic ground weak reinforcement design outline according to the track traffic ground weak reinforcement design and engineering calculation range; setting the spacing of the weak reinforcement piles on the track traffic ground in the range of the weak reinforcement design on the track traffic ground and the engineering amount calculation, and determining the number of the weak reinforcement piles; the weak reinforcement piles on the rail transit ground are arranged in a row-by-row mode, and the length of each weak reinforcement pile is calculated and stored; And calculating the total length of all the weak reinforcing piles within the range of the design and the engineering amount calculation of the weak reinforcing piles on the ground of the rail transit, and further determining the engineering amount of the weak reinforcing piles on the ground of the rail transit. Further, the ground reinforcement longitudinal section design data at least comprises ground line data, tunnel outer diameter data, a tunnel reinforcement range upper offset value and line design data, and the ground reinforcement plane design data at least comprises the width of the vertical projection of the ground reinforcement on the ground along the direction of the horizontal plane vertical line center line. Further, the ground line data at least comprises ground points, corresponding courses and elevations. Further, the railway traffic ground weak reinforcement design and engineering calculation range is determined by setting a line starting mileage and a line end mileage. Further, the track traffic ground weak reinforcement design contour is a multi-line segment, the top contour of the track traffic ground weak reinforcement design contour is a ground line within the track traffic ground weak reinforcement design and engineering calculation range, and the bottom contour of the track traffic ground weak reinforcement design contour is a boundary line on the forced reinforcement range within the track traffic ground weak reinforcement design and engineering calculation range. Further, the boundary line on the forced consolidation range is obtained based on line central line offset, and the offset is determined according to the tunnel outer diameter data and the offset value on the upper part