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Shear and tensile reinforcement for inflatable bolt

a technology of inflatable bolts and tensile reinforcement, which is applied in the direction of anchoring bolts, earthwork drilling and mining, mining structures, etc., can solve the problems of low installation time, injury or death of property damage, and the surrounding rock subject to gravity

Inactive Publication Date: 2018-06-21
EPIROC CANADA INC
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

The invention is an inflatable rock bolt that includes an expansion tube, bushing, and reinforcing members. The reinforcing members can be strands or sleeves that extend along the expansion tube and are inserted into a hole. The expansion tube is expanded, frictionally clamping the reinforcing members between the expansion tube and the wall of the hole in which the bolt is inserted. The technical effects of the invention include increased stability and reinforcement of the rock bolt, making it more durable and reliable.

Problems solved by technology

The remaining surrounding rock is subject to gravity and without the removed material to support the surrounding material may tend to converge.
If ground convergence exceeds the elongation limit of any of the rock bolts, they will fracture.
If a bolt or group of bolts fail and no longer constrain a given mass of rock, that mass will fall into the void with the potential to cause injury or death and property damage.
Though this device has high tensile capacity and installation time is low, one drawback is that the shear strength and stiffness of the inflation tube may be poor compared to other ground control devices that use solid profiles and grout and / or resin to create the bolt / ground interlock.
However, it is inherent that an inflatable material is thin to have the ability to be inflated and create a compression field in surrounding rock and a friction interface along its length.
This will make it difficult to insert and accommodate a reinforcing structure within the inflatable bolt, particularly if the reinforcing member is round.
Additionally, inflatable bolts have a complex shape that is formed in many stages.
This makes it difficult if not impossible to form the bolt around the reinforcing structure, particularly for high volume production.
Additionally, inserting a reinforcing member within the inflatable bolt would be difficult if not impossible, due to the length of the bolts.
For example, the reinforcing member could easily be jammed within the bold during insertion, leaving it only partially inserted.
Furthermore, securing a reinforcing member inserted into an inflatable bolt would be difficult.
This would be impractical or impossible for welding equipment to be inserted into the bolt.
The chemical composition of hardened material does not react well to the welding process.
As a result, the bolt would not inflate properly.
Since the bolt would be inserted into a hole at this stage, the installer would have no indication that the bolt is not properly inflated.

Method used

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  • Shear and tensile reinforcement for inflatable bolt
  • Shear and tensile reinforcement for inflatable bolt
  • Shear and tensile reinforcement for inflatable bolt

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Embodiment Construction

[0038]Inflatable bolts may have limited shear strength and stiffness as compared to solid, non-inflatable bolts and / or bolts utilizing grout and / or resin. Loading to a rock bolt may also include sliding of fracture planes inside the walls or ceiling. Such fracturing can impose large shear loading to bolts, particularly to the thin walled material utilized in the inflatable member. Divergently moving planes of rock will apply force in different directions to directly adjacent regions of the inflatable bolt. If shear loading is not resisted adequately the bolt can deform excessively in the shear and fail. This is a very dangerous situation because not only is a failed bolt no longer bearing load, but failure of a bolt in a rock formation is difficult or impossible to detect. The thin walled material utilized to form inflatable bolts may also result in the bolts having low stiffness.

[0039]Embodiments of the reinforcement structure may provide enhanced shear and / or tensile resistance fo...

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PUM

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Abstract

An inflatable rock bolt including an expansion tube, a bushing arranged at each end of the expansion tube, and at least one reinforcing member arranged outside the expansion tube. The at least one reinforcing member includes at least one of a strand extending along the expansion tube or a sleeve at least partially surrounding the expansion tube. A method for reinforcing an inflatable rock bolt.

Description

FIELD OF THE INVENTION[0001]The invention relates inflatable rock bolts. In particular, the invention relates to reinforcement for inflatable rock bolts. The invention also relates to a method for reinforcing an inflatable rock bolt.BACKGROUND OF THE INVENTION[0002]Rock is removed from the ground in a number of contexts, such as in mining and tunnel construction. Voids, or cavities, are created by the removal of the rock. Underground voids formed by removing material leaves walls and ceilings of surrounding rock. The remaining surrounding rock is subject to gravity and without the removed material to support the surrounding material may tend to converge. Convergence is the decrease of tunnel size caused by gravity and relieving residual ground stresses. Controlling convergence is a critical safety activity.[0003]One technique for controlling convergence includes drilling holes in the surrounding material and anchoring bolts in the material to reinforce and stabilize the material. Ro...

Claims

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Application Information

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IPC IPC(8): E21D21/00
CPCE21D21/0073E21D21/0006E21D21/0026E21D21/006E21D21/004E21D21/0046
Inventor DUFFY, MIKEBUREAU, MARIOCRANFORD, CHRIS
Owner EPIROC CANADA INC