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Method of Earthwork Migration Based on Shortest Distance First

A short-distance, earth-rock technology, which is applied in excavation, infrastructure engineering, construction, etc., can solve the problems of tedious and difficult-to-control earthwork volume

Active Publication Date: 2022-01-25
深圳市蛇口招商港湾工程有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] The disadvantage of the above-mentioned prior art is that, in the process of leveling the site, if a large amount of earthwork needs to be excavated, the bulldozer is generally used to push it to the adjacent area first, and the earthwork amount of excavation and filling is very low. Difficult to control, it needs to be monitored at regular intervals to ensure that there will be no more or less digging, which is more cumbersome

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  • Method of Earthwork Migration Based on Shortest Distance First
  • Method of Earthwork Migration Based on Shortest Distance First
  • Method of Earthwork Migration Based on Shortest Distance First

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Embodiment Construction

[0030] This embodiment introduces a method for moving earth and rocks based on the shortest distance first, including steps S1-S3.

[0031] S1. Divide the grid.

[0032] According to the engineering requirements, calculate the specific height of the ground after the leveling of the earth, that is, the zero point of the earth, and divide the grid on the existing ground. The width of the grid is selected as 20-50 meters, and the length and width of each grid are completely same. Based on the ground elevation of the intersection points of the grid grid as the basis for calculating the engineering quantity, the amount of earthwork that needs to be moved in the grid grid is roughly calculated, that is, the volume that needs to be excavated or filled. For the grid that needs to be filled, it is calculated from the nearest The soil needs to be excavated in the grid.

[0033] S2. Insert a benchmark 1 vertically at the intersection point of each grid, mark the position line of the ea...

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Abstract

The present invention relates to the technical field of earthworks, especially relates to the earthwork migration method based on the shortest distance priority, including the following steps: S1, divide the grid, and use the ground elevation of each intersection point of the grid as the basis for calculating the engineering quantity, Calculate the volume of excavation or filling required in each grid; S2, vertically insert a pole at the intersection of each grid, and mark the position line of the zero point of the excavation on the pole; S3, use The forklift excavates the earth in the grid with a large amount of excavation to the grid that needs to be filled, and always uses the zero point of the benchmark as a reference point to gradually transport the earth from the grid that needs to be excavated to the grid that needs to be filled. Inside the earthwork. When performing excavation and filling operations, the working forklift can accurately carry out earthwork migration operations in each grid according to the earthwork zero point calibrated by the benchmark, avoiding excessive digging or underfilling, and reducing timely monitoring Measured workload.

Description

technical field [0001] The invention relates to the technical field of earthworks, in particular to an earthwork migration method based on the shortest distance priority. Background technique [0002] Earthwork is one of the main projects in construction engineering, including site leveling, foundation pit excavation, civil air defense engineering excavation, weighbridge filling, roadbed filling and foundation pit backfilling. Site leveling is the first step in foundation construction. start link. [0003] In the existing earth-rock leveling process, the whole site is excavated and filled, that is, to excavate the section where the earthwork exceeds the elevation, and to fill the section where the earthwork is lower than the elevation, and to move the earthwork inside the site first. Earthworks are then transferred from outside the site when required. The shape of earth excavation and filling is often irregular, and the square grid method is generally used for block calcul...

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D17/00E02D5/80G01C15/06
CPCE02D17/00E02D5/803G01C15/06
Inventor 刘江林彭若宏钟凤长司鹏陈忠琦罗建斌温为东陈金波彭剑
Owner 深圳市蛇口招商港湾工程有限公司