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A monitoring system and method for subgrade settlement

A monitoring system and roadbed technology, applied in measurement devices, surveying and navigation, altitude/level measurement, etc., can solve the problems of slow information transmission, low measurement accuracy, inconvenient installation and use, and achieve the effect of improving convenience

Active Publication Date: 2020-05-12
浙江苍交建设有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, it is difficult to place the magnetic ring correctly, and the expansion and contraction of the scale itself affects the accuracy and interferes with the filling construction
[0004] Therefore, when faced with the settlement measurement of the straight section of the railway subgrade, the above methods are all traditional civil engineering methods, which generally have low measurement accuracy, require manual operation, slow information transmission speed, and can only measure the settlement of a single location. And disadvantages such as inconvenient use are not conducive to real-time monitoring of large-scale subgrade settlement

Method used

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  • A monitoring system and method for subgrade settlement
  • A monitoring system and method for subgrade settlement
  • A monitoring system and method for subgrade settlement

Examples

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Embodiment 1

[0052] Based on the above content, this embodiment provides a monitoring system for subgrade settlement, combining figure 1 , figure 2 and image 3 As shown, it includes reference piles 1 arranged on the bedrock 5 at both ends of a section of roadbed, and several settlement piles 2 are arranged at equal intervals between the two reference piles 1 of the road foundation, and the reference piles 1 are arranged within the range of bedrock 5 of the roadbed , which does not undergo settlement deformation, the settlement pile 2 is arranged on the roadbed, and its height changes with the settlement deformation of the roadbed. In this embodiment, the height of the reference pile 1 and the settlement pile 2 above the ground is between 10 cm and 20 cm. The distance between two adjacent settlement piles 2 is distributed according to the soil quality of the subgrade, and is between 20m and 25m.

[0053] combine Figure 4 and Figure 5 As shown, the subgrade settlement monitoring sys...

Embodiment 2

[0072] Based on the foregoing, the present embodiment provides a method for monitoring subgrade settlement, comprising the following steps:

[0073] Arrangement steps: install benchmark piles 1 on the bedrock 5 at both ends of a section of roadbed, arrange a number of settlement piles 2 at equal intervals between the two benchmark piles 1, and erect guide rails 3 on the benchmark piles 1 and settlement piles 2 through support rods 4 superior;

[0074] Monitoring steps: control the monitoring vehicle to travel along the guide rail 3, the monitoring vehicle stays on the guide rail 3 above each settlement pile 2 one by one to obtain the vehicle body height value, and send the obtained vehicle body height value to the monitoring center for real-time monitoring;

[0075] Circulation steps: After the monitoring vehicle completes the section of roadbed along the guide rail 3, it restarts after a preset period and moves in the reverse direction along the guide rail 3 to repeat the monit...

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Abstract

The invention discloses a monitoring system and method of subgrade settlement. The monitoring system is characterized by comprising the monitoring system comprises reference pegs arranged on base rocks of the two ends of a section of subgrade, several settlement pegs are arranged at the portion, between two reference pegs, of the subgrade at equal intervals, a guide rail is erected on the reference pegs and the settlement pegs through several supporting rods, and a position marker is arranged at the portion, opposite to each settlement peg, of the guide rail; a monitoring vehicle comprises a vehicle body and a monitoring vehicle controller, an electric guide wheel assembly connected with the monitoring vehicle controller is installed on the vehicle body, the vehicle body is erected on theguide rail through the electric guide wheel assembly and is provided with a position detector, a height detection device and a communication module, the position detector is connected with the monitoring vehicle controller to be used for detecting the position markers on the guide rail, the height detection device is connected with the monitoring vehicle controller to be used for obtaining vehiclebody height values when the vehicle body stops on the position markers one by one, and the communication module is used for sending the obtained vehicle body height values to a monitoring center.

Description

technical field [0001] The invention relates to the field of roadbed settlement monitoring, in particular to a monitoring system and method for roadbed settlement. Background technique [0002] Subgrade is an important part of railway line engineering. It is the basis for bearing the weight of track structure and train load, and it is also the weakest and most unstable link in line engineering. During the construction and after the completion of the project, the subgrade will inevitably deform under the action of load and other factors, resulting in uniform or uneven settlement. Post-construction settlement, especially uneven settlement, is likely to cause cracking, skewing and damage to the main structure of the railway, and may also have a certain impact on the surrounding buildings and underground pipelines. Therefore, considering the quality and safety of railway engineering, it is necessary to monitor and control subgrade settlement. [0003] Currently, the commonly u...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01C5/00
CPCG01C5/00
Inventor 林庆挺
Owner 浙江苍交建设有限公司
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