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An underground reservoir coal pillar dam damage area seepage monitoring device and monitoring method

A technology for underground reservoirs and monitoring devices, applied in measuring devices, measuring fluid pressure, fluid pressure measurement using optical methods, etc., can solve problems such as monitoring and early warning of coal pillar stability, line loss, and monitoring data loss , to achieve the effect of obtaining real and reliable osmotic pressure data, improving the effective service life and convenient monitoring data

Active Publication Date: 2022-03-25
CHINA UNIV OF MINING & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] At present, the scope of application of most fiber grating seepage pressure monitoring systems in China is limited to ground construction industries, and is rarely used for monitoring and early warning of coal pillar stability during coal resource mining, and most of the seepage pressure monitoring systems in the construction industry have passed Pouring or pre-burying in designated areas rarely involves post-on-line monitoring of existing engineering structures; in addition, the current seepage pressure monitoring devices mainly have the following problems: (1) Human construction factors lead to loss of monitoring data, (2) The collectable data of the monitoring points are highly discrete; (3) The monitoring points on the same monitoring horizontal line are distributed through their respective optical fiber lines at intervals, and there is a lack of communication between the monitoring points, etc.
[0005] In summary, the traditional fiber grating monitoring device and monitoring data collection methods are relatively limited, and the layout of the monitoring device cannot meet the precise and intelligent online monitoring and data processing of the coal pillar dam in the coupled environment of complex stress and water immersion.

Method used

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  • An underground reservoir coal pillar dam damage area seepage monitoring device and monitoring method
  • An underground reservoir coal pillar dam damage area seepage monitoring device and monitoring method
  • An underground reservoir coal pillar dam damage area seepage monitoring device and monitoring method

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Experimental program
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Effect test

Embodiment 1

[0070] The seepage pressure monitoring device of the coal pillar dam damage area of ​​the underground reservoir in this embodiment includes

[0071] Seepage pressure monitoring pipes 1, which have several, are placed horizontally in the coal pillar dam body 1000, and are evenly arranged in the flooding affected area 1010;

[0072] The seepage pressure monitoring pipe 1 is composed of a monitoring section 100 and a cable section 110;

[0073] The monitoring section 100 is provided with several seepage pressure monitoring positions 10 along the length direction of the seepage pressure monitoring pipe 1, and the length of the monitoring section 100 is greater than the length of the flooding affected area 1010 at its location;

[0074] A plurality of osmotic pressure monitors 2 are evenly distributed along the circumferential direction of the osmotic pressure monitoring pipe 1 at the 10 positions of the osmotic pressure monitoring position;

[0075] Cables are arranged in the cab...

Embodiment 2

[0081] The seepage pressure monitoring device of the coal pillar dam damage area of ​​the underground reservoir in this embodiment is further improved on the basis of embodiment 1. The seepage pressure monitor 2 is a fiber grating piezometer, which includes:

[0082] Outer casing 20, which is a hollow casing with openings at both ends;

[0083] Permeable stone base 21, which is arranged at one end of the outer shell 20, and permeable stone 210 is embedded in the permeable stone base 21;

[0084] A fiber grating cavity 22, which is disposed at the other end of the outer shell 20, and a pressure-sensitive fiber grating 220 is disposed in the fiber grating cavity 22;

[0085] A pressure-sensitive diaphragm 23, which is an elastic sheet, is placed between the permeable stone base 21 and the fiber grating cavity 22, and the center of the pressure-sensitive diaphragm 23 is fixed to one end of the pressure-sensitive fiber grating 220; it also includes,

[0086] The initial stress re...

Embodiment 3

[0091] The seepage pressure monitoring device of the coal pillar dam damage area of ​​the underground reservoir in this embodiment is further improved on the basis of Embodiment 2, and the seepage pressure monitoring pipe 1 also includes:

[0092] The main optical fiber 3 is arranged along the length direction of the seepage pressure monitoring pipe 1, and is fixed in the middle of the seepage pressure monitoring pipe 1 by an armored fixing structure 30;

[0093] The optical splitter 4, which is arranged at each osmotic pressure monitoring position 10, divides the main optical fiber 3 into multiple branch optical fibers 40 corresponding to each osmotic pressure monitor 2, and the branch optical fibers 40 are connected to the pressure-sensitive fiber grating 220 corresponding to the osmotic pressure monitor 2 .

[0094] The osmotic pressure monitoring pipe 1 of the present embodiment is as Figure 7 and Figure 8 As shown, in the cable section 110, the main optical fiber 3 is...

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Abstract

The invention discloses a seepage pressure monitoring device and a monitoring method for a coal pillar dam damage area of ​​an underground reservoir, and belongs to the technical field of rock mass mechanics seepage pressure monitoring. The device includes seepage pressure monitoring pipes, several of which are placed horizontally in the coal pillar dam body and evenly arranged in the flooding affected area; the seepage pressure monitoring pipe is composed of a monitoring section and a cable section; A number of seepage pressure monitoring positions are arranged in the length direction of the monitoring pipe, and the length of the monitoring section is longer than the length of the flooding affected area at the position; a number of seepage pressure monitoring gauges are evenly distributed along the circumference of the seepage pressure monitoring pipe at the seepage pressure monitoring position. The present invention provides protection for each seepage monitoring meter and cables in the pipe body through the setting of the seepage pressure monitoring tube structure, which can adapt to the environment such as mine humidity and corrosion, improves the effective service life of the device, and is convenient for the staff to follow the " Point-line-surface" monitoring data is more intuitive and convenient to construct the seepage pressure situation in the damaged area of ​​the coal pillar dam body itself, making the monitoring data of this device easy to analyze and accurate and effective.

Description

technical field [0001] The invention belongs to the technical field of seepage pressure monitoring of rock mass mechanics, and more specifically relates to a seepage pressure monitoring device and a monitoring method of a coal pillar dam damage area of ​​an underground reservoir. Background technique [0002] Coal mine underground reservoir engineering is an effective way to protect and utilize mine water resources in coal resource mining. The dynamic monitoring and effective control of coal pillar dam body under the environment of long-term water immersion and dynamic and static load superposition becomes the key to the long-term safe operation of coal mine underground reservoir. Among them, The dynamic water pressure seepage characteristics have a great influence on the coal pillar dam that has natural defects (pores, cracks, etc.) and accounts for a large proportion of the reservoir dam. Therefore, the continuous seepage monitoring of the water storage coal pillar dam is a...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N15/08G01L11/02
CPCG01N15/0826G01L11/025
Inventor 王方田邵栋梁陈昊天
Owner CHINA UNIV OF MINING & TECH
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