Measuring system for internal displacement of rock and earth mass

A technology of rock and soil mass and position, applied in the field of internal displacement measurement system of rock and soil mass, can solve the problems of low precision, high cost, large volume, etc., and achieve the effects of small property disturbance, small deformation and light weight

Inactive Publication Date: 2013-08-14
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The displacement measurement system is a mechanical principle measurement, the accuracy is not high, and it cannot be measured automatically
[0008] Existing technologies similar to the present invention are mostly aimed at geotechnical engineering construction or operation site measurement, and are larger in size and high in cost, and are not suitable for rock and soil model tests that are reduced by a certain similarity ratio.
Existing measurement systems that can be used for rock and soil model tests are still lacking in disturbance, accuracy, operability and automation of rock and soil

Method used

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  • Measuring system for internal displacement of rock and earth mass
  • Measuring system for internal displacement of rock and earth mass
  • Measuring system for internal displacement of rock and earth mass

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Embodiment Construction

[0022] The specific implementation of the system for measuring internal displacement of rock and soil mass according to the present invention will be described in further detail below in conjunction with the accompanying drawings.

[0023] Such as figure 1 As shown, the internal displacement measurement system of the rock and soil body of the present invention includes a measurement unit 1, the measurement unit 1 is connected to the data acquisition unit 2, and the data acquisition unit 2 is connected to the terminal device 3; the measurement unit 1 includes an anchor head 11, and the anchor head 11 passes through The alloy wire 12 is connected with a grating ruler 13, and the grating ruler 13 is connected with the data acquisition unit 2; the measurement unit 1 also includes a bracket 14, on which the pulley block 15 is fixed, and the alloy wire 12 is wound on the pulley block 15; the data acquisition unit 2 can Multiple measuring units 1 are connected, and the data acquisiti...

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Abstract

The invention relates to a measuring system for internal displacement of a rock and earth mass. The measuring system comprises a measuring unit, wherein the measuring unit sends a signal to a data acquisition unit connected with terminal equipment, and comprises an anchoring head; the anchoring head is connected with a grating scale through an alloy wire; and the grating scale is connected with the data acquisition unit. The anchoring head buried in a rock and soil medium is small in size and light in weight, is closely jointed with the rock and earth medium, and generates same displacement with a surrounding medium in the same direction; the alloy wire is small in deformation per se, and has a very small coefficient of friction resistance with the medium and a low disturbance to the nature of the rock and earth mass, and the obtained displacement result is closer to the actual value; the minimal measuring unit of the grating scale can reach micrometer level; the data acquisition unit and terminal equipment can automatically acquire, transmit and record the required data; and the system can realize the low-disturbance and high-precision measuring of the internal displacement of the rock and earth mass, and the automatic acquisition, transmission and record of data.

Description

technical field [0001] The invention relates to a system for measuring internal displacement of rock and soil bodies. Background technique [0002] Rock and soil model test is a very important means in the application and research of geotechnical engineering. It has the advantages of accuracy, intuition and good conformity with the actual situation, and has been widely used in recent years. An important part of the rock and soil model test is the data collection inside the rock and soil. However, it is very difficult to collect a lot of information inside the rock and soil mass, especially the accurate collection of displacement field change data inside the rock and soil mass, and there has been a lack of simple and accurate means. [0003] The Chinese patent application number 201010607907.6 discloses a geotechnical drilling multi-point displacement meter that can be used for on-site measurement of the axial displacement of surrounding rock or foundation in shafts, tunnels...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01B11/02
Inventor 朱合华武威徐前卫王安民朱宝林春军伟蔡永昌庄晓莹
Owner TONGJI UNIV
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