Water-preserved-mining roof-contacted filling method for controlling fissure of overlying strata and surface subsidence

Abstract

A water-preserved-mining roof-contacted filling method for controlling fissure of overlying strata and surface subsidence. The method is suitable for controlling fissure of overlying strata and surface subsidence in water-preserved-mining of a mine. A sensor is mounted at the top of a goaf of a filling working face where water-preserved-mining is carried out, and a filling body that is filled is monitored through a stress display device so as to determine whether the goaf is roof-contacted or separated. When the filling body is separated after roof-contacted, the goaf is filled for the second time so as to be roof-contacted fully, so that the purpose of controlling fissure of overlying strata and surface subsidence can be achieved, and protective mining of water resources of the mine can be realized at last. The method is simple and targeted, and has strong operability and high efficiency.

Claims

1. A water-preserved mining and roof-contacted filling method for controlling fissures of overlying strata and surface subsidence, comprising the following steps: a. detecting the goaf at the mining and filling working face, to ascertain the peak elevation of the roof; b. mounting a stress sensor at the peak elevation of the goaf roof to ascertain the bottom surface of the stress sensor is at the peak elevation of the goaf, and connecting the stress sensor through at least one data line to a digital display device disposed outside of the goaf; c. laying a filling pipeline, an air exhaust pipeline, a refilling pipeline, and a refilling air exhaust pipeline along the goaf roof in the area to be filled, in a way that terminal ends of the pipelines are at the peak elevation of the goaf roof and tilt upwards, a refilling pipeline plug is provided on the terminal port of the refilling pipeline, and a refilling air exhaust pipeline plug is provided on the terminal port of the refilling air exhaust pipeline; d. building a sealing wall at an ending port of the working face to seal the filling area in the goaf, connecting a grouting pump to the filling pipeline and grouting into the sealed goaf, until the grout over-flows out of the air exhaust pipeline, when grouted grout reaches the peak elevation of the goaf roof, the stress sensor transmits stress variation data generated in the filling process to the digital display device disposed outside of the goaf through the data line; when there is a reading on the digital display device, it indicates that the grouted grout contacts with the roof; in that case, stopping the grouting after the grout over-flows out of the air exhaust pipeline for 1 to 2 minutes; thus, the filling work is completed; if the reading on the digital display device decreases to zero gradually one week after the filling work is completed, it indicates that the filling body has separated from the roof and the goaf is not in a roof-contacted filling state; in that case, refilling must be carried out; e. when refilling the goaf, utilizing the hydraulic pressure in an underground water supply pipeline or the air pressure in an underground air supply pipeline to push out the plug on the refilling air exhaust pipeline, filling a filling body into the refilling pipeline at the same time to push out the plug on the refilling pipeline under the grout discharge pressure at the terminal ends of the refilling pipeline, and finally realizing a roof-contacted filling state of goaf.

2. The goaf roof-contacted paste filling method according to claim 1, wherein: friction force between the refilling pipeline and the plug on the refilling pipeline is lower than the grout discharge pressure at the terminal end of the refilling pipeline; and the friction force between the refilling air exhaust pipeline and the plug on the refilling air exhaust pipeline is lower than the hydraulic pressure or air pressure required for pushing out the plug on the refilling air exhaust pipeline.

Description

DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 is a sectional diagram of the goaf roof-contacted paste filling monitoring method and filling pipeline layout in the present invention;

(2) FIG. 2 is a plan diagram of the goaf roof-contacted paste filling monitoring method and filling pipeline layout in the present invention.

(3) In the figures: 1-stress sensor, 2-data line, 3-stress display device, 4-filling pipeline, 5-air exhaust pipeline, 6-refilling pipeline, 7-refilling air exhaust pipeline; 8-sealing wall, 9-plug on refilling pipeline, 10-plug on refilling air exhaust pipeline, 11-roof, 12-filling body.

DETAILED DESCRIPTION OF THE EMBODIMENTS

(4) Hereunder the present invention will be further detailed in an embodiment, with reference to the accompanying drawings.

(5) The water-preserved mining and roof-contacted filling method for controlling fissures of overlying strata and surface subsidence provided in the present invention comprises the following steps: a. detecting the goaf at the mining and filling working face, to ascertain the peak elevation of the roof; b. mounting a stress sensor 1 at the peak elevation of the goaf roof 11 to ascertain the bottom surface of the stress sensor 1 is at the peak elevation of the goaf, and connecting the stress sensor 1 through data lines 2 to a digital display device 3 disposed outside of the goaf; type of the stress sensor 1 is a filling body stress sensor for mining; c. laying a filling pipeline 4, an air exhaust pipeline 5, a refilling pipeline 6, and a refilling air exhaust pipeline 7 along the goaf roof in the area to be filled, in a way that the terminal ends of the pipelines are at the peak elevation of the goaf roof and tilt upwards, i.e., each of the terminal ends of the filling pipeline 4, air exhaust pipeline 5, refilling pipeline 6, and refilling air exhaust pipeline 7 has an upward tilt angle at the peak elevation of the goaf roof; a refilling pipeline plug 9 is provided on the terminal port of the refilling pipeline 6, and a refilling air exhaust pipeline plug 10 is provided on the terminal port of the refilling air exhaust pipeline 7; the friction force between the refilling pipeline 6 and the plug 9 on the refilling pipeline 6 shall be lower than the grout discharge pressure at the terminal end of the refilling pipeline 6; the friction force between the refilling air exhaust pipeline 7 and the plug 10 on the refilling air exhaust pipeline 7 shall be lower than the hydraulic pressure or air pressure required for pushing out the plug 10 on the refilling air exhaust pipeline 7. d. building a sealing wall 8 at the ending port of the working face to seal the filling area in the goaf and mounting a stress display device 3 on the sealing wall 8, connecting an grouting pump to the filling pipeline 4 and grouting into the sealed goaf, till a filling body 12 over-flows out of the air exhaust pipeline 5, when grouted grout reaches the peak elevation of the goaf roof, the stress sensor 1 transmits the stress variation data generated in the filling process to the digital stress display device 3 disposed outside of the goaf through the data lines 2, and the stress display device 3 converts the stress sensing signal into digital signal and displays the value; when there is a reading on the digital display device 3, it indicates that the grouted grout contacts with the roof; the grouting is stopped after the grout over-flows out of the air exhaust pipeline 5 for 1 to 2 minutes; thus, the filling work is completed; If the reading on the digital display device 3 decreases to zero gradually one week after the filling work is completed, it indicates that the filling body has separated from the roof owing to reduction of volume or grout leakage through fissures in the curing process and the goaf is not in a roof-contacted filling state; in that case, refilling must be carried out; e. when refilling the goaf, utilizing the hydraulic pressure in an underground water supply pipeline or the air pressure in an underground air supply pipeline in the coal mine to push out the plug 10 on the refilling air exhaust pipeline, filling a filling body 12 into the refilling pipeline 6 at the same time to push out the plug 9 on the refilling pipeline 6 under the grout discharge pressure at the terminal ends of the refilling pipeline 6, and finally realizing a roof-contacted filling state of goaf.