CN202882965U - Non-resin multi-anchor rock bolt capable of stopping rotation reversely - Google Patents

Non-resin multi-anchor rock bolt capable of stopping rotation reversely Download PDF

Info

Publication number
CN202882965U
CN202882965U CN 201220547355 CN201220547355U CN202882965U CN 202882965 U CN202882965 U CN 202882965U CN 201220547355 CN201220547355 CN 201220547355 CN 201220547355 U CN201220547355 U CN 201220547355U CN 202882965 U CN202882965 U CN 202882965U
Authority
CN
China
Prior art keywords
swollen
banded penstock
bolt
check
support
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN 201220547355
Other languages
Chinese (zh)
Inventor
苏普正
贠东风
杜强
王之宇
刘志远
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xian University of Science and Technology
Original Assignee
Xian University of Science and Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Xian University of Science and Technology filed Critical Xian University of Science and Technology
Priority to CN 201220547355 priority Critical patent/CN202882965U/en
Application granted granted Critical
Publication of CN202882965U publication Critical patent/CN202882965U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model relates to a non-resin multi-anchor rock bolt capable of stopping rotation reversely. Threads are machined at one end of a bolt body, the other end of the bolt body is machined to be inverse wedge-shaped, one end of the bolt body with the threads penetrates through an installation hole of a support plate, and the support and the bolt body are fastened through a nut matched with the threads. The non-resin multi-anchor rock bolt is characterized in that an upper expansion hoop pipe and at least one segment of support unit pipe are arranged on the bolt body, the support unit pipe is arranged at the lower end of the upper expansion hoop pipe, and a non-return key capable of preventing the bolt body from rotating reversely is arranged on the outer wall of the upper expansion hoop pipe. The non-return key composed of rotary burrs or a blade-shaped non-return spline is arranged on the upper expansion hoop pipe of the bolt body, the axial friction resistance of the non-return key and a drilling wall is not influenced when the bolt body is inserted, and at the same time, the non-resin multi-anchor rock bolt can effectively prevent the rock bolt from rotating integrally, achieves the reliable effect of primary anchoring, and is simple in manufacture and convenient to install.

Description

Check rotation without many anchor points of resin anchor pole
Technical field
The utility model belongs to the mechanical equipment technical field of mining engineering and civil engineering, is specifically related to the reliable check anchor pole of a kind of energy integrally rotated anchor pole when nutting.
Background technology
Bolt support technology is generally adopting aspect the reinforcing of underground construction and mine timbering and side slope, tunnel, dam body.The bolt support owner moves supporting, takes full advantage of roadway surrounding rock self-supporting ability, and the rock stratum is strapped in together, makes country rock form reinforce arch or compound beam or suspension function and realizes that reinforcing to rock is with supported laneway.
Usually, when reality is used, require without many anchor points of resin anchor pole external diameter and bore diameter Best Coupling, namely anchor pole can insert smoothly boring again can be at first nutting, and integral-rotation does not occur in anchor pole.But in practice, the mode of drilling that generally adopts according to present mine, when beating tunnel side hole because of rig air leg (or hydraulic pressure leg) top power and drilling rod not on the same straight line, cause side hole in tunnel to beat not straight, and Kong Yueshen is more not straight, just can insert smoothly without many anchor points of resin anchor pole after needing suitably to repair directly to boring, the rear boring of correction straightens but the aperture change is large, and the anchor pole external diameter is less than bore diameter.Can not satisfy the Best Coupling of anchor pole and boring, when causing nutting or the body of rod, anchor pole will integral-rotation, can't tighten, affect the anchoring effect of anchor pole, therefore, insert the rear can check anchor pole integral-rotation of boring without many anchor points of resin anchor pole and just become the key of using success or failure for this kind anchor pole.
The utility model content
In order to solve anchor pole of the prior art integral-rotation when inserting the rear first nutting of boring, affect the technical problem of anchoring effect, the utility model provides a kind of can rotate many anchor points anchor pole by the integrally rotated check of first fastening check anchor pole.
The technical solution adopted in the utility model is: what check rotated is processed with screw thread without many anchor points of resin anchor pole at an end of the body of rod, the other end is processed as down wedge shape, the screwed end of the body of rod passes the installing hole of supporting plate, by with the adaptive nut of screw thread that supporting plate and the body of rod is fastening, be disposed with the support unit pipe of swollen banded penstock and at least one joint at the body of rod, the support unit pipe is arranged on the lower end of swollen banded penstock, is provided with the check key that can prevent that the body of rod from reversing at the outer wall of upper swollen banded penstock.
Above-mentioned check key is arranged on the check spline that spirality upside-down mounting burr on the swollen banded penstock outer wall or outer are knife-edge.
It is good that above-mentioned check spline is 3~5, is evenly distributed on vertically the periphery of swollen banded penstock.
Above-mentioned support unit pipe is 3~5 joints that head and the tail link, every joint support unit pipe comprises that the support that connects successively holds a writing brush or pen-write and lower swollen banded penstock, the two ends external diameter that described support holds a writing brush or pen-write is respectively less than the port internal diameter of upper swollen banded penstock and lower swollen banded penstock, the interlude external diameter is greater than the internal diameter of upper swollen banded penstock and lower swollen banded penstock, and the two ends external diameter that holds a writing brush or pen-write of support is less than the external diameter of its interlude, and upper swollen banded penstock and support hold a writing brush or pen-write the two end axles of an adjacent end and lower swollen banded penstock to all being processed with open slot.
The utility model arranges the check key of spiral burr or knife-edge check spline formation by the upper swollen banded penstock at anchor pole, the axial rub resistance of check key and drill hole wall when not affecting the anchor pole insertion, simultaneously, effective check anchor pole integral-rotation, reach reliably initial anchoring effect, processing is simple, and is easy for installation.
Description of drawings
Fig. 1 is the structural representation of the utility model the first embodiment.
Fig. 2 is the structural representation of the utility model the second embodiment.
The specific embodiment
Now by reference to the accompanying drawings to further specifying without many anchor points of resin anchor pole that check of the present utility model rotates:
Embodiment 1
Referring to Fig. 1, check of the present utility model rotation without many anchor points of resin anchor pole by the body of rod 1, nut 2, supporting plate 3, check key 4, upper swollen banded penstock 5, support hold a writing brush or pen-write 6, lower swollen banded penstock 7 connects and consists of.
End at the body of rod 1 is processed with screw thread, the other end is processed into down wedge shape, offers installing hole at the middle part of supporting plate 3, and the body of rod 1 a screwed end passes installing hole, supporting plate 3 is set on the body of rod 1, by with the adaptive hex nut 2 of screw thread that supporting plate 3 is fixing with the body of rod 1.Be disposed with swollen banded penstock 5 and held a writing brush or pen-write by support at the opposite side body of rod 1 outer wall of supporting plate 3 and 6 be connected in series the support unit pipe that consists of with lower swollen banded penstock 7, outer wall at upper swollen banded penstock 5 is provided with the check key 4 that prevents that the body of rod 1 from reversing, it is spirality upside-down mounting burr, so neither affect anchor pole and stretch into boring, prevent the anchor pole integral-rotation in the time of can working as initial fastening nut 2 again, affect anchoring effect.
Support holds a writing brush or pen-write and is processed with the crack on 6 the tube wall, and its external diameter is to reduce gradually from the centre to two, be that the external diameter at its two ends is less than the external diameter of interlude, its wall thickness is to be successively decreased to thin by thick from the centre to both sides, and the external diameter at its two ends is less than the port internal diameter of upper swollen banded penstock 5 and lower swollen banded penstock 7, the external diameter of interlude is greater than the internal diameter of upper swollen banded penstock 5 and lower swollen banded penstock 7,6 two ends can extend in the port of swollen banded penstock 5 and lower swollen banded penstock 7 so that support holds a writing brush or pen-write, with upper swollen banded penstock 5, support hold a writing brush or pen-write 6 and lower swollen banded penstock 7 be connected.Upper swollen banded penstock 5 and support hold a writing brush or pen-write 6 adjacent ends and lower swollen banded penstock 7 two ends axially be provided with open slot, when the expansion stay pipe is subject to expanding extruding force, open slot can outwards strut, ground is produced suspension function, simultaneously support 6 bodies of rod 1 of holding with a firm grip that hold a writing brush or pen-write have increased the strong point of whole anchor pole.
During use, screw nut, when the expansion stay pipe was subject to expanding extruding force, open slot can outwards strut, and ground is produced suspension function, and spirality upside-down mounting burr inserts in the ground, prevents the anchor pole integral-rotation, so that anchor is tight.
Embodiment 2
Referring to Fig. 2, check key 4 is 3 check splines on upper swollen banded penstock 5 outer walls of the present embodiment, the check spline is equally distributed, its front end is processed into taper, knife-edge is processed in the outer, the axial rub resistance of check spline and drill hole wall when inserting to reduce anchor pole, and the height of check spline is moderate, can play non-return effect, not affect again anchor pole and insert boring.
Support unit pipe on the body of rod 1 is 3 joints, every joint all be by support hold a writing brush or pen-write 6 and lower swollen banded penstock 7 order connect and consist of, namely upper swollen banded penstock 5 is set in the body of rod 1 near an end of supporting plate 3, its lower end connects with the upper end of a joint support unit pipe wherein, the lower end of this joint support unit pipe connects with the upper end of second section support unit pipe, and the lower end of second section support unit pipe connects with the upper end of the 3rd joint support unit pipe.
Other parts and connecting mode thereof are identical with embodiment 1.
Embodiment 3
The difference of the present embodiment and above-described embodiment 2 is that the check spline is 5, along the even circumferential distribution of upper swollen banded penstock 5.
The support unit pipe is 5 joints, and the upper end of first segment support unit pipes connects with upper swollen banded penstock 5, and the lower end connects with the upper end of second section support unit pipe, and the lower end of second section support unit pipe connects with the upper end of the 3rd joint support unit pipe, repeats successively.
Other parts and connecting mode thereof are identical with embodiment 2.

Claims (4)

1. check rotation without many anchor points of resin anchor pole, end at the body of rod (1) is processed with screw thread, the other end is processed as down wedge shape, the screwed end of the body of rod (1) passes the installing hole of supporting plate (3), by the nut adaptive with screw thread (2) that supporting plate (3) and the body of rod (1) is fastening, it is characterized in that: the support unit pipe that is disposed with upper swollen banded penstock (5) and at least one joint at the body of rod (1), the support unit pipe is arranged on the lower end of swollen banded penstock (5), is provided with the check key (4) that can prevent that the body of rod (1) from reversing at the outer wall of upper swollen banded penstock (5).
Check according to claim 1 rotation without many anchor points of resin anchor pole, it is characterized in that: described check key (4) is arranged on the check spline that spirality upside-down mounting burr on swollen banded penstock (5) outer wall or outer are knife-edge.
Check according to claim 2 rotation without many anchor points of resin anchor pole, it is characterized in that: described check spline is 3~5, is evenly distributed on vertically the periphery of swollen banded penstock (5).
According to claim 1 and 2 or the rotation of 3 described checks without many anchor points of resin anchor pole, it is characterized in that: described support unit pipe is 3~5 joints that head and the tail link, every joint support unit pipe comprises that the support that connects successively holds a writing brush or pen-write (6) and lower swollen banded penstock (7), described support holds a writing brush or pen-write the two ends external diameter of (6) respectively less than the port internal diameter of upper swollen banded penstock (5) and lower swollen banded penstock (7), the interlude external diameter is greater than the internal diameter of upper swollen banded penstock (5) and lower swollen banded penstock (7), and support holds a writing brush or pen-write the two ends external diameter of (6) less than the external diameter of its interlude, and upper swollen banded penstock (5) and support hold a writing brush or pen-write the two end axles of (6) adjacent end and lower swollen banded penstock (7) to all being processed with open slot.
CN 201220547355 2012-10-24 2012-10-24 Non-resin multi-anchor rock bolt capable of stopping rotation reversely Expired - Fee Related CN202882965U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220547355 CN202882965U (en) 2012-10-24 2012-10-24 Non-resin multi-anchor rock bolt capable of stopping rotation reversely

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220547355 CN202882965U (en) 2012-10-24 2012-10-24 Non-resin multi-anchor rock bolt capable of stopping rotation reversely

Publications (1)

Publication Number Publication Date
CN202882965U true CN202882965U (en) 2013-04-17

Family

ID=48074405

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220547355 Expired - Fee Related CN202882965U (en) 2012-10-24 2012-10-24 Non-resin multi-anchor rock bolt capable of stopping rotation reversely

Country Status (1)

Country Link
CN (1) CN202882965U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104061009A (en) * 2014-05-16 2014-09-24 山东科技大学 Multi-section expansion yielding prestressed grouting anchor cable and application method thereof
CN104653209A (en) * 2015-01-23 2015-05-27 山东大学 Multistage resistance-increasing anchor rod and construction method
CN105587331A (en) * 2016-03-28 2016-05-18 刘一霖 Self-expansion type anchor rod
CN108643200A (en) * 2018-03-28 2018-10-12 衢州学院 Protective device for unsaturation red clay side slope
CN109252534A (en) * 2018-11-13 2019-01-22 福建博海工程技术有限公司 A kind of foundation pile structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104061009A (en) * 2014-05-16 2014-09-24 山东科技大学 Multi-section expansion yielding prestressed grouting anchor cable and application method thereof
CN104653209A (en) * 2015-01-23 2015-05-27 山东大学 Multistage resistance-increasing anchor rod and construction method
CN105587331A (en) * 2016-03-28 2016-05-18 刘一霖 Self-expansion type anchor rod
CN108643200A (en) * 2018-03-28 2018-10-12 衢州学院 Protective device for unsaturation red clay side slope
CN109252534A (en) * 2018-11-13 2019-01-22 福建博海工程技术有限公司 A kind of foundation pile structure

Similar Documents

Publication Publication Date Title
CN202882965U (en) Non-resin multi-anchor rock bolt capable of stopping rotation reversely
AU2018331664B2 (en) Self-drilling differential grouting combined bolt and anchoring method therefor
CN106337692B (en) It is a kind of be suitable for weak coal petrography from boring from anchor extensible anchor pole and its anchoring process
CN2878511Y (en) Tensile compression combined self-anchored rock anchor rod
CN205117379U (en) Let pressure stock from advancing formula large deformation
CN105350994B (en) A kind of grouted anchor bar and its application method
CN206329352U (en) A kind of grouted anchor bar for Soft Rock Highway Tunnel
CN206581960U (en) The solid anchoring integral hydraulic expansion anchor pole of mining slip casting
CN103643976A (en) Recyclable nylon split combination anchor rod and anchor rod installing and recycling method
CN111828067A (en) Expansion anchoring bolt for controlling roadway surrounding rock and using method thereof
CN2905900Y (en) Self-propelled grouting anchoring-bolt
CN208605210U (en) A kind of novel slurry filling anchor system
CN206889003U (en) A kind of roadway support anti-loosening anchor rod
CN204877514U (en) Modular cavity slip casting stock
CN202882967U (en) Soft rock overhanging-combining rock bolt capable of stopping rotating reversely
CN202441403U (en) High-pressure water self-drilling grouting anchor rod for mine
CN204877515U (en) Hollow grouting anchor rod
CN112879057A (en) Omnidirectional annular pressure negative expansion anchor rod device and enhanced anchoring method
CN201460767U (en) Bolt connection-type square-head spiral drill pipe
CN202882968U (en) Multi-anchoring-point anchor rod without resin
CN203847138U (en) Self-propelled hollow grouting anchor rod
CN204358180U (en) A kind of anchor pole check valve assembly
CN203856490U (en) Self-driven hollow grouting anchor bolt
CN202882964U (en) Flexible non-return integral rotating non-resinous multiple-anchor-point anchor rod
CN2903182Y (en) Self drilling type prestressing anchor

Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130417

Termination date: 20131024

C17 Cessation of patent right