Self-drilling differential grouting combined bolt and anchoring method therefor

Patent metadata

Field	Value
Publication number	US-10794183-B2
Application number	US-201816478835-A
Country	US
Kind code	B2
Filing date	Aug 28, 2018
Priority date	Sep 12, 2017
Publication date	Oct 6, 2020
Grant date	Oct 6, 2020

Abstract

A self-drilling differential grouting combined bolt and method of anchoring the same are described. The bolt 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 method of anchoring includes the steps of hole drilling, hole expanding at inner anchor end, differential grouting rock bolt fastening.

First claim

What is claimed is:

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 a front end of the main shaft ( 3 ); the grouting pipe ( 2 ) is sleeved over the main shaft ( 3 ), and an inner diameter of the grouting pipe ( 2 ) is greater than a 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 a 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 a plurality of grouting holes; a length of the limiting pipe ( 6 ) is smaller than a total length of one pair of driving connecting rod and driven connecting rod; the driven connecting rods ( 501 ) are uniformly distributed along a 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 a 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 a front part of the main shaft ( 3 ); each driven connecting rod ( 501 ) is hinged to the fixed ring ( 4 ), and a 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 ), an inner side of each driven connecting rod ( 501 ) is in contact with an outer surface of the limiting pipe ( 6 ), and a radius of a circle formed by hinging points on the sliding ring is smaller than a radius of a 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 an 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 ), having an outer end i& 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 an 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:
removing a spring and nut of a 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;
adjusting the connecting nut to enable a grouting pipe to push a sliding ring to a bottom of the hole such that driving connecting rods are pushed to protrude in a radial direction, at the same time, using the bolter to rotate the rock bolt to enable a hole diameter of the inner anchor end to be gradually expanded, and completing the hole expanding process of the inner anchor end as the sliding ring is stopped by a limiting pipe;
connecting a grouting pipeline with the grouting hole of the connecting nut, performing fracture grouting to rocks around the inner anchor end through an 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; and
mounting the spring and a locknut at an outer anchor end after grout is initially solidified, and applying a pre-tightening force to the surrounding rock by using the locknut to compress the spring to produce a 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.

Assignees

• Univ China Mining

Inventors

• Xu Guoan

Classifications

• E21D20/003 Primary

  Machines for drilling anchor holes and setting anchor bolts · CPC title

• E21D21/0026

  characterised by constructional features of the bolts · CPC title

• E21D20/021

  Grouting with inorganic components, e.g. cement · CPC title

• E21D20/028

  Devices or accesories for injecting a grouting liquid in a bore-hole (E21D20/003 takes precedence; improving soil or rock by injections E21D9/001) · CPC title

• E02D5/74

  Means for anchoring structural elements or bulkheads (anchoring piles E02D5/54 {; anchored foundations E02D27/50}) · CPC title