Self-Drilling Rock Bolt Assembly with Integrated Fluid Delivery
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Solution Overview
Problem
Existing self-drilling rock bolt systems are expensive, time-consuming to install, heavy, cumbersome, and lack full automation, with mechanical anchors often failing in soft strata conditions and requiring manual handling, which increases the risk of accidents and reduces installation efficiency.
Innovation Solution
A self-drilling rock bolt assembly featuring a drill head mechanism and fluid delivery system that securely anchors the rock bolt in strata with pre-tension, using a shaft with a cutting end and driving end, where the drill head mechanism rotates both the rock bolt and nut element to drive the bolt into the strata and apply tension, and the fluid delivery system injects measured quantities of fluids for anchoring, allowing for efficient and automated installation.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Reliability
If traditional drill rig and bolt insertion method is used, then rock bolt can be securely anchored in strata, but the installation process involves many manual handling steps which increases time consumption and accident risk
Solution Approach 1:
The patent combines the drilling function and rock bolt insertion function into a single self-drilling rock bolt that performs both operations simultaneously. The hollow shaft of the rock bolt serves as both the drilling tool and the anchor, eliminating the need for separate drilling and insertion operations. This merging of functions directly addresses the contradiction by maintaining reliable anchoring while dramatically reducing installation time and manual handling steps.
Solution Approach 2:
The self-drilling rock bolt is designed with multi-functionality, serving as both a drilling device and an anchoring device. The hollow shaft structure allows it to function as a drill bit while simultaneously serving as the anchor itself. This universal design enables a single component to perform multiple operations that traditionally required separate tools and procedures, thereby improving productivity without compromising reliability.
2Productivity
If self-drilling rock bolt with hollow shaft is used, then drilling and anchoring functions are combined in single operation, but the bolt becomes heavier and more expensive to manufacture
Solution Approach 1:
The hollow shaft design concentrates the material where it is most needed - at the cutting end and along the anchored portion in the strata - while reducing material in the middle section. This local quality optimization maintains the necessary strength and drilling capability while minimizing overall weight. The hollow structure provides sufficient structural integrity for drilling and anchoring functions without requiring solid material throughout the entire length.
Solution Approach 2:
The patent employs composite construction with the hollow shaft made from high-strength materials that provide the necessary mechanical properties for drilling and anchoring. By using advanced materials with superior strength-to-weight ratios, the design achieves the required performance characteristics while reducing overall weight compared to traditional solid shaft constructions.
3Reliability
If mechanical anchor technique is used with post grouting, then rock bolt can be anchored in strata, but the system fails in soft strata conditions and requires additional post grouting step
Solution Approach 1:
The self-drilling rock bolt performs the anchoring action during the drilling process itself, before the bolt is fully installed in the strata. The hollow shaft design allows grout or resin to be injected through the hollow center during drilling, pre-anchoring the bolt as it penetrates the strata. This preliminary anchoring action eliminates the need for post-grouting operations and ensures reliable anchoring even in soft strata conditions.
Solution Approach 2:
The system is designed to perform anchoring through self-grouting or self-resin injection during the drilling operation. The hollow shaft serves as both the drilling tool and the injection conduit, allowing the bolt to anchor itself without requiring separate grouting equipment or procedures. This self-service capability simplifies the overall system while ensuring reliable anchoring in various strata conditions.
4Reliability
If resin capsule is inserted into bored hole and bolt is inserted to rupture capsule, then chemical anchoring is achieved, but the process requires precise timing and manual coordination
Solution Approach 1:
The resin or grout is pre-loaded into the hollow shaft of the self-drilling rock bolt before installation. As the bolt is drilled into the strata, the material is automatically injected through the hollow center and dispensed along the bolt length. This preliminary preparation of the anchoring material eliminates the need for separate resin capsule insertion and rupture operations, achieving reliable chemical anchoring while greatly simplifying the operational process.
Solution Approach 2:
The self-drilling rock bolt system performs the chemical anchoring operation automatically during the drilling process. The hollow shaft design enables the bolt to self-inject the resin or grout material as it penetrates the strata, eliminating the need for manual coordination of separate anchoring steps. This self-service capability maintains effective chemical anchoring while dramatically improving operational simplicity and reducing the skill level required.
Applied Scientific Principles
This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.
Function Achieved in This Case
The solution enables quick, reliable, and efficient strata support with reduced human intervention, improved worker safety, and cost-effectiveness, while allowing for pre-tensioning of the rock bolt and multi-substance injection, enhancing productivity and automation in rock bolting operations.
Implementation Method 1
a fluid delivery system having: an injection nozzle in communication with one or more sources of fluid for delivering measured quantities of one or more fluids to a predetermined location about said assembly
Implementation Method 2
wherein the drill head mechanism rotates both the rock bolt and nut element to drive the bolt into the strata
Implementation Method 3
rotation of the nut coupling portion rotates the nut element... the nut places tension over the length of the bolt
Data Source
Figure 1
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AI summary
A self-drilling rock bolt assembly (1) including a drill head mechanism (100) and a fluid delivery system (300) operatively associated with each other and adapted in use to secure a self- drilling rock bolt (200) into a strata (2). The rock bolt (200) having a shaft (210) having a cutting end (220) and a driving end (230). The drill head mechanism (100) having a bolt coupling portion (130) to releasably engage with the driving end (230) of the rock bolt (200). Wherein rotation of the bolt coupling portion (130) rotates the rock bolt. A central hollow portion (111) provides access to a fluid connection port (232) of the rock bolt and a nut coupling portion (120) releasably engages with a nut element (250) located on the shaft of the rock bolt. Wherein rotation of the nut coupling portion rotates the nut element. The fluid delivery system (300) has an injection nozzle (320) in communication with one or more sources of fluid for delivering measured quantities of one or more fluids to a predetermined location about said assembly. Each source of fluid including a reservoir (310, 311, 312) in fluid communication with a pump (313, 314, 315). The pump being in fluid communication with the injection nozzle so that said fluid from said reservoir is adapted to be pumped to said predetermined location. Whereby in use said drill head mechanism drives the rock bolt into the strata by rotating in a drilling direction the rock bolt and nut element at the same rate such that the nut element remains in the same position relative to the shaft of the rock bolt.