A method of subsidence monitoring in goaf subsidence area using subsidence monitoring system

A monitoring system and technology for subsidence areas, applied in the field of subsidence monitoring in goaf subsidence areas using subsidence monitoring systems, can solve problems such as inability to reflect changes in subsidence as a whole, deformation of pre-buried oil and gas pipelines, and inability to monitor, so as to achieve scientific and accurate subsidence laws , high precision effect

Active Publication Date: 2016-01-06
ANHUI UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] At present, the methods for subsidence monitoring in goaf subsidence areas mainly include laser measurement, leveling measurement, total station measurement, GPS measurement and D-InSAR measurement, etc. All these monitoring methods, such as the vehicle-mounted laser measurement method for mining area subsidence invented by Wu Lixin ( Application number: CN201110026660.3), its shortcoming is that it can only monitor the subsidence that has formed, but cannot monitor the subsidence development of each layer below the strata in real time and continuously
In addition, the insufficiency of GPS (Global Positioning System) measurement is also reflected in that it can only reflect the deformation of individual underground monitoring points, but cannot reflect the change of subsidence as a whole; although D-InSAR (Differential Interferometric Synthetic Aperture Radar) measurement reflects the overall subsidence of the mining area, it cannot Real-time continuous monitoring, and foreign technical support is also required
Another example is a monitoring system for horizontal deformation of soil in goaf subsidence areas invented by Wu Zhangzhong (application number: CN201010242650.9). The impact of buried oil and gas pipelines, its shortcoming is that it only monitors the subsidence of the local layers of the topsoil

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  • A method of subsidence monitoring in goaf subsidence area using subsidence monitoring system

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Embodiment 2

[0037] The implementation method of embodiment two slightly changes on the basis of embodiment one, is:

[0038] 1) Drill the monitoring hole 1 from the ground to the gob floor, arrange the steel base casing 2 at the bottom of the monitoring hole 1, and anchor it to the surrounding rock under the action of structural glue or cement mortar through the annular protrusion 3 welded to it middle;

[0039] 2) Normal-velocity subsidence layer casing 7, slow-velocity subsidence layer casing 11 and micro-speed subsidence layer casing 14 are nested layer by layer between the sealing ring 5 and ball 6 and the steel base casing 2 respectively, and each passes through The annular protrusion 3 is anchored to the layer to which it belongs;

[0040] 3) through the first fixed end 9 and the first tape measure 10, the second fixed end 12 and the second tape measure 13, the third fixed end 15 and the third tape measure 16, respectively, with the help of the ground tripod 26, the rotating shaft ...

Embodiment 3

[0042] The implementation method of embodiment three is:

[0043] 1) Drill the monitoring hole 1 from the ground to the gob floor, arrange the steel base casing 2 at the bottom of the monitoring hole 1, and anchor it to the surrounding rock under the action of structural glue or cement mortar through the annular protrusion 3 welded to it middle;

[0044] 2) Normal-velocity subsidence layer casing 7, slow-velocity subsidence layer casing 11 and micro-speed subsidence layer casing 14 are nested layer by layer between the sealing ring 5 and ball 6 and the steel base casing 2 respectively, and each passes through The annular protrusion 3 is anchored to the layer to which it belongs;

[0045] 3) The laser measuring device 30 realizes real-time, continuous, and small-scale (millimeter-level) reading of the normal range in the goaf subsidence area by measuring the laser range of the first reflector 27, the second reflector 28, and the third reflector 29 respectively. The subsidence...

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Abstract

The invention discloses a goaf subsidence region sinkage monitoring system and method, belonging to the field of environment treatment of mining areas. The method comprises the following steps: making a monitoring hole from the ground to the goaf floor, arranging a steel base retaining cylinder on the bottom of the hole, and anchoring to wall rock through an annular bulge under the action of structural adhesive or cement mortar; respectively and mutually nesting a constant-speed sinkage layer retaining cylinder, a low-speed sinkage layer retaining cylinder and a slight-speed sinkage layer retaining cylinder with the steel base retaining cylinder layer by layer through a seal ring and balls, and anchoring with the affiliated layer through the annular bulge; and by using a first fixed end, a first measuring tape, a second fixed end, a second measuring tape, a third fixed end and a third measuring tape, reading the sinkage values of the layers by the aid of a ground pulley and a counterweight-weight composite structure, thereby implementing the monitoring on the goaf subsidence region. The system and method can implement real-time continuous small-scale monitor on sinkage development of the goaf subsidence region, and provides powerful support for environment treatment of mining areas.

Description

technical field [0001] The invention relates to the field of environmental management in mining areas, in particular to a method for monitoring subsidence in goaf subsidence areas by using a subsidence monitoring system. Background technique [0002] my country's coal mineral resources are very rich. While the development of coal resources has made great contributions to social and economic development, it has also caused a very significant impact and even damage to the environment of mining areas. In particular, the goaf subsidence area formed by underground mining is the main cause of environmental problems in mining areas, seriously endangering the safety of people's lives and property in mining areas, restricting the sustainable development of local social economy, and is the main content of environmental governance in mining areas. Since 95% of my country's coal production comes from underground mining, "three zones" will be formed after the goaf roof collapses in under...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01C5/00
CPCG01C5/00
Inventor 李重情刘泽功刘健盛恒郭忠凯王祥春
Owner ANHUI UNIV OF SCI & TECH
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