MINING HYDRAULIC CONSTANT-RESISTANCE DEFORMING AND AUTOMATIC PRESSURE RELIEVING ANCHOR ROD AND WORKING METHOD THEREOF

20210017860 ยท 2021-01-21

    Inventors

    Cpc classification

    International classification

    Abstract

    An anchor rod includes a sleeve open at one end and having a blocking plate at the other end; a pressure relief pipe fixedly arranged on an inner wall of the sleeve; and a rod body. A guide hole is formed in a center of the blocking plate. A part of the rod body penetrates through the guide hole and extends into the sleeve. A gap is formed between the pressure relief pipe and the blocking plate. An overflow valve is connected to the pressure relief pipe. A piston in sliding seal fit with the sleeve and the pressure relief pipe is arranged at the rod body. A sealing ring in sliding seal fit with the rod body is arranged at the inner wall of the guide hole; and a sealing cavity between the blocking plate and the piston in the sleeve is filled with emulsion.

    Claims

    1. A mining hydraulic constant-resistance deforming and automatic pressure relieving anchor rod, comprising a sleeve, a pressure relief pipe and a rod body which are arranged in a left-right direction, wherein a left end of the sleeve is open; a blocking plate is arranged at a right end of the sleeve; a guide hole is formed in the center of the blocking plate; a left part of the rod body penetrates through the guide hole and extends into the sleeve; the pressure relief pipe is fixedly arranged on an inner wall of the sleeve in a length direction of the sleeve; a gap is formed between a right end of the pressure relief pipe and a left side of the blocking plate; an overflow valve is connected to a left end of the pressure relief pipe; a piston in sliding sealing fit with the inner wall of the sleeve and an outer wall of the pressure relief pipe is arranged at a left end of the rod body; a sealing ring in sliding sealing fit with an outer circumference of the left part of the rod body is arranged at the inner wall of the guide hole in the blocking plate; and a sealing cavity formed between the blocking plate and the piston in the sleeve is filled with emulsion; the right part of the rod bod is located at the right side of the blocking plate; the diameter of the right part of the rod body is greater than the diameter of the left part of the rod body; and the left end of the right part of the rod body is in coaxial threaded connection with the right end of the left part of the rod body; the piston and the left part of the rod body are integrally formed by casting; an annular groove is arranged around the rod body at the right side of the piston; and a cross section of the annular groove is a curved surface structure with an opened right end.

    2. The mining hydraulic constant-resistance deforming and automatic pressure relieving anchor rod according to claim 1, wherein the outer circumference of the left end of the sleeve is provided with an external thread; a tray is sleeved on the left side of the sleeve; and a nut for pressing the left side of the tray is in threaded connection with the external thread.

    3. A working method of the mining hydraulic constant-resistance deforming and automatic pressure relieving anchor rod of claim 2, comprising the following steps: (1) welding the pressure relief pipe to the inner wall of the sleeve first, then placing the integrally casted piston and left part of the rod body into the sleeve, forming one groove in the outer circumference of the piston in advance to realize the sliding sealing fit between the piston and the pressure relief pipe, mounting the overflow valve at the left end of the pressure relief pipe, making the left part of the rod body extend out of the blocking plate to the right after penetrating through the guide hole in the blocking plate, and allowing the right end of the left part of the rod body to be in threaded connection with the left end of the right part of the rod body; (2) injecting the emulsion into the sleeve through the overflow valve and the pressure relief pipe, and stopping injection after the sealing cavity between the sleeve and the left part of the rod body is filled with the emulsion; (3) driving the anchor rod into a drill hole by using an anchor rod machine, anchoring one section at the right end of the right part of the anchor rod onto an inner end of the drill hole by an anchoring agent, mounting the tray, and screwing the nut on the left end of a casing; (4) when the anchor rod bears tensile stress during supporting, moving the rod body to the right to pull the piston to move to the right, converting the borne tensile stress into compressive stress on the emulsion by the piston, and gradually discharging the emulsion from the pressure relief pipe through the overflow valve during pressure bearing, wherein the deformation of the anchor rod is equal to the length of the sleeve plus the deformation of the rod body; and the complete constant-resistance deformation is realized in the whole hydraulic process, thereby ensuring the bearing capacity of the anchor rod to various stress forms.

    Description

    BRIEF DESCRIPTION OF THE DRAWINGS

    [0018] FIG. 1 is a structural schematic diagram of the present invention;

    [0019] FIG. 2 is a schematic diagram of a cross section of an outer circumference of a piston matched with an inner wall of a sleeve and an outer wall of a pressure relief pipe;

    [0020] FIG. 3 is a schematic diagram of the present invention at an initial stage of being driven into a drill hole for supporting; and

    [0021] FIG. 4 is a schematic diagram of the present invention at a constant-resistance deformation stage during supporting.

    DETAILED DESCRIPTION OF THE PRESENT INVENTION

    [0022] As shown in FIG. 1 and FIG. 2, a mining hydraulic constant-resistance deforming and automatic pressure relieving anchor rod of the present invention includes a sleeve 2, a pressure relief pipe 9 and a rod body 4 which are arranged in the left-right direction. A left end of the sleeve 2 is open; a blocking plate 10 is arranged at a right end of the sleeve 2; a guide hole is formed in the center of the blocking plate 10; a left part of the rod body 4 penetrates through the guide hole and extends into the sleeve 2; the pressure relief pipe 9 is fixedly arranged on an inner wall of the sleeve 2 in a length direction of the sleeve 2; a gap is formed between a right end of the pressure relief pipe 9 and a left side of the blocking plate 10; an overflow valve 8 is connected to a left end of the pressure relief pipe 9; a piston 3 in sliding sealing fit with the inner wall of the sleeve 2 and an outer wall of the pressure relief pipe 9 is arranged at a left end of the rod body 4; a sealing ring in sliding sealing fit with an outer circumference of the left part of the rod body 4 is arranged at the inner wall of the guide hole in the blocking plate 10; and a sealing cavity formed between the blocking plate 10 and the piston 3 in the sleeve 2 is filled with emulsion 5.

    [0023] The outer circumference of the left end of the sleeve 2 is provided with an external thread 7; a tray 6 is sleeved on the left side of the sleeve 2; and a nut 1 for pressing the left side of the tray 6 is in threaded connection with the external thread 7.

    [0024] The right part of the rod bod 4 is located at the right side of the blocking plate 10; the diameter of the right part of the rod body 4 is greater than that of the left part of the rod body 4; and the left end of the right part of the rod body 4 is in coaxial threaded connection with the right end of the left part of the rod body 4.

    [0025] The piston 3 and the left part of the rod body 4 are integrally formed by casting; an annular groove 11 is arranged around the rod body 4 at the right side of the piston 3; and a cross section of the annular groove 11 is a curved surface structure with an opened right end.

    [0026] A working method of the mining hydraulic constant-resistance deforming and automatic pressure relieving anchor rod includes the following steps:

    [0027] (1) welding the pressure relief pipe 9 to the inner wall of the sleeve 2 first, then placing the integrally casted piston 3 and left part of the rod body 4 into the sleeve 2, forming one groove in the outer circumference of the piston 3 in advance to realize the sliding sealing fit between the piston 3 and the pressure relief pipe 9, mounting the overflow valve 8 at the left end of the pressure relief pipe 9, making the left part of the rod body 4 extend out of the blocking plate 10 to the right after penetrating through the guide hole in the blocking plate 10, and allowing the right end of the left part of the rod body 4 to be in threaded connection with the left end of the right part of the rod body 4;

    [0028] (2) injecting the emulsion 5 into the sleeve 2 through the overflow valve 8 and the pressure relief pipe 9, and stopping injection after the sealing cavity between the sleeve 2 and the left part of the rod body 4 is filled with the emulsion 5;

    [0029] (3) driving the anchor rod into a drill hole by using an anchor rod machine, anchoring one section at the right end of the right part of the anchor rod onto an inner end of the drill hole by an anchoring agent, mounting the tray 6, and screwing the nut 1 on the left end of a casing, as shown in FIG. 3;

    [0030] (4) when the anchor rod bears tensile stress during supporting, moving the rod body 4 to the right to pull the piston 3 to move to the right, converting the borne tensile stress into compressive stress on the emulsion 5 by the piston 3, and gradually discharging the emulsion 5 from the pressure relief pipe 9 through the overflow valve 8 during pressure bearing, wherein the deformation of the anchor rod is equal to the length of the sleeve 2 plus the deformation of the rod body 4; and the complete constant-resistance deformation is realized in the whole hydraulic process, thereby ensuring the bearing capacity of the anchor rod to various stress forms, as shown in FIG. 4.

    [0031] The present embodiment does not limit the shape, material and structure of the present invention in any form. Any simple amendment, equivalent change and modification made to the above embodiment according to the technical essence of the present invention shall fall within the protection scope of the technical solution of the present invention.