EXTENSIBLE REAMING SELF-ANCHORING ANCHOR ROD AND SUPPORTING METHOD THEREOF

Abstract

Provided is a mounting method for an extensible reaming self-anchoring anchor rod, which is especially applicable to roadway construction in coal mines. A big helical structure is arranged on two rod sections of a sectional type anchor rod, a simple drill bit drills and reams a bore and cuts the coal mass in one operation, the outer diameter of the simple drill bit is smaller than the outer diameter of the big helical rod body, and the big helical structure accomplishes secondary reaming, self-drilling and self-anchoring in the drilling process; the big helical structure inhibits propagation and development of sheet cracks of the coal wall in the radial direction, and is embedded in the coal mass through a self-stabilization process of the rock mass.

Claims

1-6. (canceled)

7: A supporting method of an extensible reaming self-anchoring anchor rod, wherein said extensible reaming self-anchoring anchor rod, comprises a simple drill bit, an anchor rod body, and a pre-tightening device; the anchor rod body comprises a plurality of drilling rod sections, a plurality of connecting sleeves, and an extension rod section; the plurality of drilling rod sections are connected with each other via the plurality of connecting sleeves, and are connected at their tail end with the extension rod section via a connecting sleeve; each of the drilling rod section has an axial through-hole inside of it, a big helical structure outside of it, top threads outside of its head end, a hexagonal connecting portion at its tail end, and a plurality of grouting holes communicating with the interior through-holes in its side surface; each of the connecting sleeves has a connecting sleeve through-hole inside of it, a hexahedral connecting portion matching the hexagonal connecting portion of the drilling rod section in the interior at one end, and a threaded connecting portion matching the top threads of the extension rod section in the interior at the other end; the pre-tightening device comprises a stop-grouting plug, a tray, and a nut that are arranged sequentially on the anchoring threads of the extension rod section. said method comprising the following steps: a. in the supporting work for roadway tunneling, designing supporting positions in an area where the support is to be extended; assembling a simple drill bit on a first drilling rod section; connecting the hexagonal connecting portion at the tail end of the first drilling rod section directly to the hexagonal connecting sleeve of an onboard or individual jumbolter; starting the jumbolter, and using the simple drill bit driven by the jumbolter to drill and ream a bore in the coal mass in one operation, since the outer diameter of the simple drill bit is smaller than the outer diameter of the big helical rod body, the big helical structure accomplishes secondary reaming and self-anchoring in the drilling process; wherein the big helical structure is arranged along a full length of the drilling rod sections and the extension rod section; the helical direction is right-handed, and the helical angle is 10-60; and the pitch of the helix is 20 mm-100 mm, the height of the helix is 10 mm-30 mm, and the thickness of the helix is 2 mm-20 mm; b. discontinuing drilling when only 200 mm tail part of the first drilling rod section is left exposed outside of the coal wall, designing the anchorage length according to the geologic condition, and, if a plurality of drilling rod sections are required, detaching the jumbolter from the tail part of the first drilling rod section; utilizing the hexahedral connecting portion of a connecting sleeve to match the hexagonal connecting portion of the first drilling rod section; connecting a second drilling rod section via the top threads with the threaded connecting portion of the connecting sleeve; mounting the jumbolter on the tail part of the second drilling rod section, and starting the jumbolter to drive the second drilling rod section into the coal wall; repeating the operations for the rest drilling rod sections in the same way; c. after the mounting of the drilling rod sections, fitting the hexahedral connecting portion of a connecting sleeve with the hexagonal connecting portion at the tail end of the drilling rod section; connecting the threaded connecting portion and the top threads of the extension rod section; mounting a pre-tightening device onto the anchoring threads of the extension rod section, connecting the hexahedral portion at the tail end of the extension rod section to the jumbolter, starting the jumbolter and drilling, and discontinuing drilling and finishing mounting of the extension rod section when the tray contacts with the coal wall closely; repeating the above steps to accomplish supporting for roadway tunneling; d. within 24 h-48 h after the supporting is accomplished, utilizing a self-stabilization process of the rock mass to embed the big helical structure of the anchor rod body in the coal mass and couple it with the coal mass, and thereby generating working anchoring force mainly composed of embedding force and friction force; and tightening up the nut of the device fully again, so that the tray squeezes the coal wall and the big helical structure of the rod body interacts with sheet cracks of the coal wall in the radial direction to inhibit crack propagation and development; e. utilizing the through-hole and the grouting holes in the anchor rod body to grout at 1030 m distance behind the tunneling face, in case that the roadway has a loose structure or has developed cracks; and f. performing complementary grouting for reinforcement according to the actual condition of strata pressure behaviors if the roadway is disturbed by the mining work after the roadway is put into use.

8: The supporting method according to claim 7, wherein, the simple drill bit is a disposable drill bit made of steel, the strength of the steel exceeds 1.2 times of the strength of the drilled rock mass, and the outer diameter of the simple drill bit is smaller than the outer diameter of the helical rod body by 2 mm-10 mm.

9: The supporting method according to claim 7, wherein, the outer diameter of the connecting sleeve is smaller than the outer diameter of the helical structure, and the connecting sleeve comprises a hexahedral connecting portion, a connecting sleeve through-hole, and a threaded connecting portion.

10: The supporting method according to claim 7, wherein, the length of the plurality of drilling rod sections is 800 mm-1,500 mm, and the length of the extension rod section is 600 mm-1,200 mm.

Description

IV. DESCRIPTION OF DRAWINGS

[0026] FIG. 1 is a schematic structural diagram of the anchor rod in the present invention;

[0027] FIG. 2 is a schematic diagram of the drilling rod section in the present invention;

[0028] FIG. 3 is a schematic diagram of the extension rod section in the present invention;

[0029] FIG. 4 is a sectional view along A-A line of the extension rod section in the present invention;

[0030] FIG. 5 is a sectional view along B-B line of the extension rod section in the present invention; and

[0031] FIG. 6 is a longitudinal sectional view of the connecting sleeve in the present invention.

[0032] In the figures: 1simple drill bit; 2big helical structure; 3drilling rod section; 4hexagonal connecting portion; 5connecting sleeve; 6extension rod section; 7grouting hole; 8stop-grouting plug; 9tray; 10nut; 11top thread; 12anchoring thread; 13nut thread; 14hexagonal portion at the tail end of rod; 15through-hole; 16hexahedral connecting portion; 17connecting sleeve through-hole; 18threaded connecting portion.

V. EMBODIMENTS

[0033] Hereunder the present invention will be further detailed in examples with reference to the accompanying drawings.

[0034] As shown in FIGS. 1, 2 and 3, the extensible reaming self-anchoring anchor rod provided in the present invention comprises a simple drill bit 1, an anchor rod body, and a pre-tightening device; the simple drill bit 1 is a disposable drill bit made of steel, the strength of the steel exceeds 1.2 times of the strength of the drilled rock mass, and the outer diameter of the simple drill bit is smaller than the outer diameter of the helical rod body by 2 mm-10 mm, wherein the anchor rod body comprises a plurality of drilling rod sections 3, a plurality of connecting sleeves 5, and an extension rod section 6; the length of the plurality of drilling rod sections 3 is 800 mm-1,500 mm, and the length of the extension rod section is 600 mm-1,200 mm; the plurality of drilling rod sections 3 are connected with each other via the plurality of connecting sleeves 5, and are connected at their tail end with the extension rod section 6 via a connecting sleeve 5; each of the drilling rod section 3 has an axial through-hole inside of it, a big helical structure 2 outside of it, top threads 11 outside of its head end, a hexagonal connecting portion 4 at its tail end, and a plurality of grouting holes 7 communicating with the interior through-holes in its side surface; each of the connecting sleeves 5 has a connecting sleeve through-hole 17 inside of it, and a hexahedral connecting portion 16 matching the hexagonal connecting portion 4 of the drilling rod section 3 in the interior at one end, as shown in FIG. 4;

[0035] As shown in FIG. 5, a threaded connecting portion 18 matching the top threads 12 of the extension rod section 6 is arranged in the interior at the other end of the connecting sleeves 5; wherein, the through-hole 15 is a hollow cavity of the rod body and is used to inject water for wet boring in the construction process; at any location where the strata pressure behaviors are obvious, the through-hole 15 is used to grout for reinforcement;

[0036] As shown in FIG. 6, the outer diameter of the connecting sleeve 5 is smaller than the outer diameter of the helical structure, and the connecting sleeve comprises a hexahedral connecting portion 16, a connecting sleeve through-hole 17, and a threaded connecting portion 18. The hexahedral connecting portion (16) is quickly connected with the hexagonal connecting portion (4) of the drilling rod section, and the threaded connecting portion (18) is connected with the top threads of the extension rod section. Every two rod sections communicate with each other through the through-hole (17), to facilitate wet boring and grouting in later stage. The threads of the drilling rod sections and the extension rod section are in the same specification. The pre-tightening device comprises a stop-grouting plug 8, a tray 9, and a nut 10 that are arranged sequentially on the anchoring threads 12 of the extension rod section.

[0037] The out diameter of the simple drill bit 1 is greater than the diameter of the anchor rod body by 38 mm, the simple drill bit 1 has an opening connected with the anchor rod body, a plurality of sharp knives that protrude and are inclined to the center are arranged around the opening, the top of each sharp knife is at 3 mm5 mm from the center of the drill bit, spiral grooves configured to discharge the dust produced during drilling from the drill bit are arranged on the side surface of the simple drill bit 1, and the spiral grooves has a width of 5 mm8 mm and a depth of 3 mm5 mm. A plurality of pawls are arranged at the clearance between the grooves on the side surface of the simple drill bit 1, and each pawl comprises a groove cavity, a circular shaft, a high-strength baffle plate, and a strong spring, wherein, the groove cavity provides a space for rotation of the high-strength baffle plate, the bottom side of the groove cavity is movably connected with the high-strength baffle plate via the circular shaft, the strong spring is arranged between the high-strength baffle plate and the bottom of the groove cavity, the high-strength baffle plate is ejected by the strong spring and can rotate within the groove cavity via the circular shaft.

[0038] A supporting method of the above-mentioned reaming self-anchoring anchor rod, comprising the following steps: [0039] a. in the supporting work for roadway tunneling, designing supporting positions in an area where the support is to be extended, assembling a simple drill bit 1 on a first drilling rod section 3, connecting the hexagonal connecting portion 4 at the tail end of the first drilling rod section 3 directly to the hexagonal connecting sleeve of an onboard or individual jumbolter, starting the jumbolter, and using the simple drill bit 1 driven by the jumbolter to drill and ream a bore in the coal mass in one operation, since the outer diameter of the simple drill bit 1 is smaller than the outer diameter of the big helical rod body, the big helical structure 2 accomplishes secondary reaming and self-anchoring in the drilling process; [0040] b. stopping drilling when only 200 mm tail part of the first drilling rod section 3 is left exposed outside of the coal wall, designing the anchorage length according to the geologic condition, and, if a plurality of drilling rod sections 3 are required, detaching the jumbolter from the tail part of the first drilling rod section 3, utilizing the hexahedral connecting portion 15 of a connecting sleeve 5 to match the hexagonal connecting portion 4 of the first drilling rod section 3, connecting a second drilling rod section 3 via the top threads 11 with the threaded connecting portion 18 of the connecting sleeve 5, mounting the jumbolter on the tail part of the second drilling rod section 3, and starting the jumbolter to drive the second drilling rod section into the coal wall; repeating the operations for the rest drilling rod sections 3 in the same way; [0041] c. after the mounting of the drilling rod sections, fitting the hexahedral connecting portion 16 of a connecting sleeve 5 with the hexagonal connecting portion 4 at the tail end of the drilling rod section 3, connecting the threaded connecting portion 18 and the top threads 12 of the extension rod section 6, mounting a pre-tightening device onto the anchoring threads of the extension rod section 6, connecting the hexahedral portion 14 at the tail end of the extension rod section 6 to the jumbolter, starting the jumbolter and drilling, and stopping drilling and finishing mounting of the extension rod section 6 when the tray 9 contacts with the coal wall closely; repeating the above steps to accomplish supporting for roadway tunneling; [0042] d. within 24 h-48 h after the supporting is accomplished, utilizing a self-stabilization process of the rock mass to embed the big helical structure 2 of the anchor rod body in the coal mass and couple it with the coal mass, and thereby generating working anchoring force mainly composed of embedding force and friction force; at this point, tightening up the nut 10 of the device fully again, so that the tray 9 squeezes the coal wall and the big helical structure of the rod body interacts with sheet cracks of the coal wall in the radial direction to inhibit crack propagation and development; [0043] e. utilizing the through-hole 15 and the grouting holes 7 in the anchor rod body to grout at 1030 m distance behind the tunneling face, in case that the roadway has a loose structure or has developed cracks; [0044] f. performing complementary grouting for reinforcement according to the actual condition of strata pressure behaviors if the roadway is disturbed by the mining work after the roadway is put into use.

[0045] The big helical structure 2 is arranged along the full length of the drilling rod sections 3 and the extension rod section 6; the helical direction is right-handed, and the helical angle is 10-60; the pitch of the helix is 20 mm-100 mm, the height of the helix is 10 mm-30 mm, and the thickness of the helix is 2 mm-20 mm.