SELF-DRILLING DIFFERENTIAL GROUTING COMBINED BOLT AND ANCHORING METHOD THEREFOR

Abstract

A self-drilling differential grouting combined bolt, as described consists essentially of a drill (1), a grouting pipe (2), a spindle (3), a bolt head mechanism and a bolt tail mechanism, wherein the bolt head mechanism comprises a fixed ring (4), a slip ring (7), a limiting pipe (6) and several pairs of driven linkages (501) and driving linkages (502); and the bolt tail mechanism comprises a bolt disc (11), a connecting cap (12), a spring (13) and a nut (14), the bolt disc (11) is sleeved on a rear end of the grouting pipe (2), the connecting cap (12) is passed through by the spindle (3) and blocks off the rear end of the grouting pipe (2), the connecting cap (12) is provided with a grouting hole in communication with the grouting channel in the grouting pipe (2), and a grouting hole and an air vent are provided in the bolt disc (11).

Claims

1. A self-drilling differential grouting composite rock bolt, consisting essentially of a drill bit (1), a grouting pipe (2), a main shaft (3), an anchor head assembly and an anchor tail assembly, wherein the drill bit (1) is connected to the front end of the main shaft (3); the grouting pipe (2) is sleeved over the main shaft (3), and the inner diameter of the grouting pipe (2) is greater than the diameter of the main shaft (3), so a grouting passage is formed between the grouting pipe (2) and the main shaft (3); the anchor head assembly comprises a sliding ring (7), a limiting pipe (6), and a plurality of pairs of driven connecting rods (501) and driving connecting rods (502); the sliding ring (7) is sleeved over the main shaft (3) and connected to the front end of the grouting pipe (2); the limiting pipe (6) is sleeved over the main shaft (3) and located between the drill bit (1) and the sliding ring (7), and the limiting pipe (6) is provided with some grouting holes; the length of the limiting pipe (6) is smaller than the total length of one pair of driving connecting rod and driven connecting rod; the driven connecting rods (501) are uniformly distributed along the circumferential direction and hinged to the front end of the main shaft (3); the driving connecting rods (502) are uniformly distributed along the circumferential direction and hinged to the sliding ring (7); the driven connecting rods (501) and the driving connecting rods (502) are hinged with each other; and the anchor tail assembly comprises an anchor plate (11) and a connecting nut (12); the anchor plate (11) is sleeved over the rear end of the grouting pipe (2), and the connecting nut (12) is sleeved over the main shaft (3) and blocks the rear end of the grouting pipe (2); the connecting nut (12) is provided with a grouting hole connected with the grouting passage in the grouting pipe (2); the anchor plate is provided with a grouting hole and an exhaust hole.

2. The self-drilling differential grouting composite rock bolt according to claim 1, wherein the anchor head assembly further comprises a fixed ring (4), and the fixed ring (4) is fixed at the front part of the main shaft (3); each driven connecting rod (501) is hinged to the fixed ring (4), and the front end of the limiting pipe (6) is fixed to the fixed ring (4).

3. The self-drilling differential grouting composite rock bolt according to claim 1, wherein, when the driven connecting rods (501) are at a position parallel to the main shaft (3), the inner side of each driven connecting rod (501) is in contact with the outer surface of the limiting pipe (6), and the radius of the circle formed by hinging points on the sliding ring is smaller than the radius of the circle formed by hinging points on the fixed ring.

4. The self-drilling differential grouting composite rock bolt according to claim 1, wherein a foldable connecting rod unit is provided between adjacent driving connecting rods, and a grout stop screen (18) is provided between each foldable connecting rod unit and the sliding ring.

5. The self-drilling differential grouting composite rock bolt according to claim 4, wherein the foldable connecting rod unit consists of two brace rods (16) and a ratchet box (17), the two brace rods (16) are connected at one end by the ratchet box (17), and hinged at the other end to two adjacent driving connecting rods (502).

6. The self-drilling differential grouting composite rock bolt according to claim 1, wherein the inner wall of the sliding ring (7) is provided with grooves in axial direction, through which grout can enter the limiting pipe (6) from the grouting pipe (2).

7. The self-drilling differential grouting composite rock bolt according to claim 1, wherein a spring (13) is sleeved over the connecting nut (12); next to the connecting nut (12) is a locknut (14) whose outer end is provided with a locking ring (15) capable of preventing the nut from being loosened.

8. The self-drilling differential grouting composite rock bolt according to claim 1, wherein a grout stop plug (10) is sleeved over the outer part of the grouting pipe (2); one grouting hole and one exhaust hole are drilled at two positions of both the grout stop plug (10) and the anchor plate (11).

9. The self-drilling differential grouting composite rock bolt according to claim 1, wherein each of the grouting pipe (2) and the main shaft (3) is integral or is formed by a plurality of sections connected by using connecting sleeves.

10. A method for anchoring the self-drilling differential grouting composite rock bolt of claim 1, comprising the following steps: step 1: hole drilling removing the spring and nut of the self-drilling differential grouting composite rock bolt, adjusting a connecting nut to make driven connecting rods to be parallel to a main shaft, using a bolter to rotate the composite rock bolt to drill a bolting hole with preset depth; step 2: hole expanding at inner anchor end adjusting the connecting nut gradually to enable a grouting pipe to push a sliding ring to the bottom of the hole such that driving connecting rods push the driven connecting rods to protrude in the radial direction, at the same time, using the bolter to rotate the rock bolt to enable the hole diameter of the inner anchor end to be gradually expanded, and completing the hole expanding process of the inner anchor end when the sliding ring is stopped by the limiting pipe; step 3: differential grouting connecting the grouting pipeline first with the grouting hole of the connecting nut, performing fracture grouting to rocks around the inner anchor end through the internal part of the grouting pipe by adopting high grouting pressure, then connecting the grouting pipeline with the grouting hole of the anchor plate, and performing permeation grouting to rocks around the grouting pipe through a gap between the grouting pipe and the bolting hole; step 4: rock bolt fastening mounting the spring and the locknut at the outer anchor end after grout is initially solidified, and applying a certain pre-tightening force to the surrounding rock by using the locknut to compress the spring to produce a certain amount of compression.

11. The self-drilling differential grouting composite rock bolt according to claim 2, wherein, when the driven connecting rods (501) are at a position parallel to the main shaft (3), the inner side of each driven connecting rod (501) is in contact with the outer surface of the limiting pipe (6), and the radius of the circle formed by hinging points on the sliding ring is smaller than the radius of the circle formed by hinging points on the fixed ring.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0033] FIG. 1 is a structural schematic view of a self-drilling differential grouting composite rock bolt provided by the present invention (longitudinal sectional view, in which driven connecting rods are parallel to a main shaft).

[0034] FIG. 2 is a structural schematic view of the self-drilling differential grouting composite rock bolt provided by the present invention (longitudinal sectional view, in which an anchor head assembly are in an expanded state).

[0035] FIG. 3 is a structural schematic view of the self-drilling differential grouting composite rock bolt provided by the present invention (longitudinal sectional view, in which the anchor head assembly are in an expanded state and springs and nuts are installed at the outer anchor end).

[0036] FIG. 4 is a schematic view of a self-drilling differential grouting composite rock bolt provided by the present invention when a grout stop screen is opened.

[0037] FIG. 5 is a schematic view of a foldable connecting rod unit when the foldable connecting rod unit is folded.

[0038] FIG. 6 is a schematic view of a foldable connecting rod unit when the foldable connecting rod unit is unfolded.

[0039] FIG. 7 is a schematic view of a self-drilling differential grouting composite rock bolt provided by the present invention when hole drilling is completed.

[0040] FIG. 8 is a schematic view of a self-drilling differential grouting composite rock bolt provided by the present invention after hole expanding at the inner anchor end.

[0041] FIG. 9 is a schematic view of a self-drilling differential grouting composite rock bolt provided by the present invention after differential grouting.

[0042] FIG. 10 is a schematic view of a self-drilling differential grouting composite rock bolt provided by the present invention after fastening.

DETAILED DESCRIPTION

[0043] The present invention will be further described below in combination with the accompanying drawings and the embodiments.

[0044] As illustrated in FIGS. 1-3, the present invention provides a self-drilling differential grouting composite rock bolt. The composite rock bolt consists of components such as a drill bit 1, a grouting pipe 2, a main shaft 3, an anchor head assembly and an anchor tail assembly. The front end of the main shaft 3 is a threaded rod, the rear part of the drill bit 1 is provided with a threaded hole, and the drill bit 1 is in threaded connection with the front end of the main shaft 3. The anchor head assembly includes a fixed ring 4, six pairs of driven connecting rods 501 and driving connecting rods 502, a limiting pipe 6 and a sliding ring 7. The six pairs of driven connecting rods 501 and driving connecting rods 502 are uniformly distributed along the circumference. The fixed ring 4 is fixed at the front end of the main shaft and is close to the rear part of the drill bit 1. The fixed ring 4 and the driven connecting rods 501, the driven connecting rods 501 and the driving connecting rods 502, and the driving connecting rods 502 and the sliding ring 7 are all hinged. The sliding ring 7 is sleeved over the main shaft 3; the limiting pipe 6 is located between the fixed ring 4 and the sliding ring 7 and drilled some grouting holes on its periphery. The front part of the grouting pipe 2 is connected to the sliding ring by adopting pins; a sealing ring 8 is provided between the front end of the grouting pipe and the sliding ring to seal the joint face.

[0045] As illustrated in FIG. 4, a foldable connecting rod unit is provided between adjacent driving connecting rods 502, and a grout stop screen 18 is provided between each foldable connecting rod unit and the sliding ring 7. As illustrated in FIGS. 5 and 6, the foldable connecting rod unit consists of two brace rods 16 and a ratchet box 17; the two brace rods are connected at one end by the ratchet box, and hinged at the other end to two adjacent driving connecting rods.

[0046] The anchor tail assembly includes an anchor plate 11, a connecting nut 12 for closing the outer end of the grouting pipe, a spring 13, a nut 14 and a locking ring 15. The anchor plate 11 is sleeved over the outer part of the grouting pipe 2; the spring 13 is sleeved over the connecting nut 12; the spring is compressed between the anchor plate 11 and the nut 14, and the outer end of the nut 14 is provided with a locking ring 15 capable of preventing the nut from being loosened. By rotating the nut 14 to enable the spring 13 to act on the anchor plate 11, the rock bolt can be fastened.

[0047] According to the demand for the length of the rock bolt, each of the grouting pipe 2 and the main shaft 3 may be integral, or may be formed by a plurality of sections connected by using connecting sleeves. A grout stop plug 10 is sleeved over the outer part of the grouting pipe 2. One grouting hole and one exhaust hole are drilled at two positions of both the grout stop plug 10 and the anchor plate 11, and a grouting hole is also drilled in the connecting nut. When the driven connecting rods 501 are parallel to the main shaft 3, the inner sides of all driven connecting rods 501 are just in contact with the outer surface of the limiting pipe 6, and the radius of the circle formed by hinging points on the sliding ring 7 is smaller than the radius of the circle formed by hinging points on the fixed ring 4, thereby guaranteeing that three hinging points of each pair of driving connecting rod 502 and driven connecting rod 501 are always not co-linear, such that the driving connecting rods can smoothly push the driven connecting rods to enlarge the bolting hole around inner anchor end.

[0048] A method for anchoring the self-drilling differential grouting composite rock bolt includes the following steps:

[0049] As illustrated in FIG. 7, in step 1, hole drilling is performed. The spring and nut of the composite rock bolt are removed, and a connecting nut is adjusted to make driven connecting rods to be parallel to a main shaft. The composite rock bolt is driven by a bolter to rotate to drill a bolting hole till preset depth is reached.

[0050] As illustrated in FIG. 8, in step 2, hole expanding at the inner anchor end is performed. The connecting nut is gradually adjusted to enable a grouting pipe to push a sliding ring to the bottom of the hole such that driving connecting rods push the driven connecting rods to protrude in the radial direction; at the same time, the rock bolt is driven by the bolter to rotate to enable the hole diameter of the inner anchor end to be gradually expanded; the hole expanding of the inner anchor end is completed when the sliding ring is unable to move further to the bottom of the hole due to the block of the limiting pipe.

[0051] As illustrated in FIG. 9, in step 3, differential grouting is performed. First, the grouting pipeline is connected to the grouting hole of the connecting nut; fracture grouting is performed to rocks around the inner anchor end through the internal part of the grouting pipe by adopting high grouting pressure. Then, the grouting pipeline is connected to the grouting hole of the anchor plate, and permeation grouting is performed to rocks around the grouting pipe through the gap between the grouting pipe and the bolting hole.

[0052] As illustrated in FIG. 10, in step 4, rock bolt fastening is performed. After grout is initially solidified, the spring and the locknut are mounted at the outer anchor end, and a certain pre-tightening force is applied to the surrounding rock by using the locknut to compress the spring to produce a certain amount of compression.

[0053] The present invention is a reasonable combination of a drill bit, an anchor head assembly, a grouting pipe, a main shaft and an anchor tail assembly. It integrates the functions of drilling, differential grouting and rock bolting. The basic principle is as follows: the main shaft is located in the grouting pipe and concentric and coaxial with the grouting pipe; the inner anchor end of the rock bolt is provided with the drill bit and the expandable anchor head assembly; the outer anchor end of the rock bolt is provided with the grout stop plug and the anchor tail assembly; the inner anchoring point of the rock bolt is firm and reliable by virtue of the large-diameter anchor head assembly and fracture grouting; the connecting nut of the anchor tail assembly ensures the grouting pipe and the main shaft deforms in a coordinated manner; the spring not only enables the rock bolt to act in time and be in an active supporting state for a long time, but also has a certain cushioning and yielding effect. The grouting pipe anchors the surrounding rock in a small range acting as a full-length anchorage; the main shaft compresses and reinforces the surrounding rock in a large range; the grouting pipe anchorage zone and the main shaft anchorage zone interact with each other and cooperatively bear the load, such that the supporting performance can be effectively improved.

[0054] It should be pointed out that one skilled in the art may make various improvements and modifications without departing from the principle of the present invention, which, however, should be also considered as the protection scope of the present invention.