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A surface monitoring point and layout device and method suitable for loess geological tunnels

A surface monitoring and geological technology, applied in the direction of measuring point marking, etc., can solve problems such as lack of solutions, and achieve the effects of saving manpower, solving laborious and time-consuming, and convenient fixing and forming

Active Publication Date: 2019-06-14
SHANDONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] To sum up, in the prior art, there is still no effective solution to the problem of effective arrangement of monitoring points in the soil body

Method used

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  • A surface monitoring point and layout device and method suitable for loess geological tunnels
  • A surface monitoring point and layout device and method suitable for loess geological tunnels
  • A surface monitoring point and layout device and method suitable for loess geological tunnels

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Embodiment Construction

[0034] It should be pointed out that the following detailed description is exemplary and intended to provide further explanation to the present application. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs.

[0035] It should be noted that the terminology used here is only for describing specific implementations, and is not intended to limit the exemplary implementations according to the present application. As used herein, unless the context clearly dictates otherwise, the singular is intended to include the plural, and it should also be understood that when the terms "comprising" and / or "comprising" are used in this specification, they mean There are features, steps, operations, means, components and / or combinations thereof.

[0036] As introduced in the background technology, there is a problem of effective arrangement of monitoring poi...

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Abstract

The invention discloses a ground surface monitoring site suitable for loess geological tunnels, a setting device of the ground surface monitoring site, and a working method of the setting device. The setting device realizes the effective setting of the monitoring site in the soil; after being buried, the monitoring site is filled with concrete, so that the concrete is conveniently fixed and molded; the setting device meets the burying specification of the ground surface monitoring site for the tunnels, and enables the shape and size of the concrete to meet the requirements of the specification; a tapered drill bit is adopted at the bottom end, so that the monitoring site can be conveniently rammed into the soil, so that the working efficiency of ground surface monitoring site setting is increased. The ground surface monitoring site is characterized by comprising a buried rod; the bottom end of the buried rod is connected with the tapered drill; the buried rod is fixedly connected with a concrete filled tank, an opening is formed in the middle of the concrete filled tank, and the buried rod passes through the opening; a cross wire is arranged at the top end of the buried rod.

Description

technical field [0001] The invention relates to the technical field of tunnel monitoring point layout, in particular to a surface monitoring point and a layout device and method suitable for loess geological tunnels. Background technique [0002] There are more and more tunnel projects in the west of my country, and the west of China is a mountainous area with more loess geological tunnels. Various types of instruments and tools need to be used in tunnel construction to measure and observe the mechanical behavior of surrounding rock, support and lining, as well as the mechanical relationship between them, and evaluate their stability. [0003] The monitoring and measurement contents of the tunnel mainly include: surface settlement, vault sinking and peripheral convergence. Through monitoring and measurement, understand the dynamic changes of strata and support structures at each construction stage, judge the stability of surrounding rock, the reliability of support and lini...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01C15/02
CPCG01C15/02
Inventor 薛翊国周炳桦李术才李志强张开夏腾张学亮祝建业王丹陶宇帆
Owner SHANDONG UNIV
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