Patent ID: 11906481
Assignee: SHANDONG UNIVERSITY OF SCIENCE AND TECHNOLOGY
Field: Measurement (Instruments)
Classification: CPC G | IPC G

Claim 0:
1. A test method for grouting and water-plugging a fractured rock in a mine coupling state, utilizing a grouting and water-plugging device for a fractured rock in a mine coupling state, characterized by comprising a pressurizer, a reservoir, a test box, and a grouting pump, wherein the reservoir comprises a temperature sensor and a pressing-water plate, the pressing-water plate is connected to the pressurizer through a pressurizing rod, a pressure measuring pipe and a drainage pipe are installed on a side wall of the reservoir, and the reservoir is connected to a water pump through a water injection pipe; the test box comprises a transverse force exerting plate, a longitudinal force exerting plate, a stress sensor and the temperature sensor, a base is connected to a bottom plate and the transverse force exerting plate through an electric push rod, the transverse force exerting plate is connected to the longitudinal force exerting plate through the electric push rod, the longitudinal force exerting plate is provided with a plurality of water through holes, a sliding box door is hinged to a front wall of the test box, the pressure measuring pipe and the drainage pipe are installed on a rear wall of the test box, and the rear wall of the test box is connected to the grouting pump through a grouting pipe; the pressurizer is configured to push the pressing-water plate to apply axial pressure to water flow, and a left strut and a right strut are configured to push the transverse force exerting plate to apply transverse pressure to a rock specimen; pressure measuring pipes are uniformly arranged on symmetrical side walls of the reservoir, and the temperature sensor is arranged in the reservoir; water pressure gauges are installed on the grouting pipe and the pressure measuring pipe, and valves are installed on the grouting pipe, the pressure measuring pipe, the water injection pipe, and the drainage pipe respectively; the transverse force exerting plates are symmetrical and respectively arranged on a left strut and a right strut in the test box; the sliding box door is provided with a handle, and one side of the sliding box door is magnetically connected to the test box; the sliding box door is covered with a thermal insulation layer, and outer layers of the reservoir and the test box are both covered with the thermal insulation layer; a control panel is installed adjacent to the test box, and a single-chip microcomputer is installed inside the control panel, wherein the control panel is further provided with a liquid crystal display screen and control buttons, and the single-chip microcomputer is connected to the sensors, the liquid crystal display screen, the control buttons, and the electric push rod; the test method comprising:
A. preparing a rock specimen and placing it in the test box, and conducting a coupling test of stress-temperature-water pressure to determine a propagation pattern of rock fractures;
B. closing the water through holes, opening the valve on the grouting pipe, and injecting, by the grouting pump, a water plugging material into the test box to grout the rock specimen after the coupling test of stress-temperature-water pressure; and
C. cleaning the test box, and conducting the coupling test of stress-temperature-water pressure again on the rock specimen after grouting to determine the effectiveness of grouting and water plugging;
wherein water is injected into the reservoir by the water pump, and the pressurizer pushes the pressing-water plate to force the water flow to pass through the plurality of water through holes on the longitudinal force exerting plate and apply axial pressure to the rock specimen, wherein a pressure value of the water pressure gauge on the pressure measuring pipe is recorded; and the pressurizer pushes the transverse force exerting plate via the left strut and the right strut to apply transverse pressure to the rock, wherein the pressure value is recorded, wherein the valve on the grouting pipe is opened, and cracks in the fractured rock specimen are plugged via the grouting pipe, wherein a grouting pressure is recorded, and wherein step C is repeated to determine the effectiveness of water plugging.