This application claims priority to Australian Provisional Patent Application No. 2021901240, the contents of which are incorporated herein in their entirety by reference.
The present invention relates to a self-drilling rock bolt assembly. In particular, a drill head injection system for a semi or fully automated self-drilling rock bolt assembly to operate on a continuous miner, tunnel boring machine, mobile bolting machine, building/construction bolting into concrete tools or the like.
Rock bolts are common throughout the world and are typically drilled into strata and retained therein to provide support to the integrity of the strata which assists with supporting structures. For example, rock bolts can be used to support the strata of mines, tunnels, passageways, canals, enclosures, shafts, halls, access ways, subways or the like.
In underground tunnelling, for example, rock bolts are often installed at progressive intervals along the tunnel. During the construction of the tunnel it is desirable to provide a rock bolt that is easy to secure into the strata with the least human intervention due to the highly hazardous environment.
The most common method of securing a rock bolt to strata is to drill a hole in the strata using a drill rig with a drill rod. Once the hole has been drilled and the drill rod is retracted from the hole, the drill rod is removed from the drill chuck. A bolt is then inserted into a drive dolly which is an adapter between the bolt and drive chuck. A resin capsule is then inserted into the drilled hole. The bolt is then inserted into the drill hole causing the resin capsule to rupture. The bolt is then rotated to promote mixing and dispersion of the resin. Once the resin has set, a nut on the end of the bolt is rotated and the nut comes into contact with the collar of the hole. Torque is applied to the nut on contact with a plate against the collar of the borehole and the nut places tension over the length of the bolt that has not been already anchored to the strata. As a result, the strata is then placed in compression, containing the strata.
The above described bolting method has many steps and involves a high level of manual handling. Repetitive manual handling tasks of this type ultimately lead to accidents and injuries. The speed of installation of a bolt is governed by the proficiency of the operator, and this can vary considerably. Production demands require an efficient installation time for strata support, however, this method takes time due to the many steps involved.
Self-drilling rock bolts were developed to overcome the above disadvantages. They are known for providing a single drilling and securing function. This negates the need to withdraw the drill rod and subsequently insert a resin capsule and a bolt into the hole using various methods of anchoring.
Hollow, steel, self-drilling rock bolt versions have been developed to minimize the number of cycles involved when rock bolting strata. One self-drilling rock bolt utilizes the centre hole of the bolt as the delivery port for water during the drilling process as well as an avenue to pump cement grouts and resins of various sorts to anchor and encapsulate the bolt. The self-drilling rock bolt is then simply filled both internally and externally about the bolt annulus, and therefore provide a dowel support to the strata. No tension is applied to the length of the bolt in the strata.
Mechanically anchored self-drilling rock bolts are also available. They can be used in combination with cement grouts or resins that are inserted post anchoring with the mechanical anchor. However, the mechanical anchor technique can also fail when the surrounding borehole strata is weak and is unable to provide sufficient resistance to allow tensioning. The bolt is heavier than alternate options and the system is also slow due to the post grouting step for full encapsulation.
Another self-drilling rock bolt system utilizes a hollow bar with a chemical resin capsule already placed in the centre of the bar. Water is used as the drill and flush medium and travels through the middle of the bolt. Once the hole is drilled using the bolt, water is delivered into a cavity of the bolt containing the resin capsule. The water forces the resin capsule to disperse and be displaced around the annulus of the bolt. When the fast-chemical resin has set, the bolt has reinforced the strata when tightened with a nut. The disadvantage of this system is that the bolt is very expensive to manufacture due to the internal arrangements within the bolt. Also, each bolt then has a shelf life based on the resin capsule expiration.
In addition to the above disadvantages, existing self-drilling rock bolts, though used throughout the world, are expensive, time consuming to install, heavy, cumbersome and complicated to install correctly. Also, full automation has not yet been widely achieved for installing traditional self-drilling rock bolts. Mechanical anchors, static mixers, individual chemicals, springs and the like also make known self-drilling rock bolt systems non-automatable. Mechanical anchors in soft strata conditions can also fail and therefore won't allow the bolt to be pre-tensioned.
Accordingly, there was a need to provide a rock bolt drill head mechanism, a self-drilling rock bolt, a fluid delivery system and a method for securing the self-drilling rock bolt to strata that separately (or together) provides that the strata is supported quickly, reliably and efficiently, increases worker safety, provides significant automation, can be pre-tensioned, provides a multi-use injection system for use with multiple substances, reduces costs, provides productivity improvements and reduces the amount of human intervention and hence improves safety at an operation site.
The present applicant went some way to achieving these desired characteristics as shown in their International PCT application PCT/AU2014/000558 (WO/2014/190382) the entire disclosure of which is incorporated herein by reference.
It is an object of the present invention to at least substantially address one or more of the above disadvantages, or at least provide a useful alternative to the previously mentioned rock bolt systems.
In a first aspect the present invention provides an injection system for a self-drilling rock bolt assembly, the system including:
Preferably, the canister includes an injection nozzle cap extending therefrom along the axis, the injection nozzle adapted to engage with a self-drilling rock bolt in use.
Preferably, once the pistons are driven a desired distance along the axis into the canister, the pistons are retracted away from the nozzle to a start position.
Preferably, the pistons are driven mechanically or electrically by a drive method supplied adjacent the drill-head.
Preferably, the drive method includes a water or oil pressure supplied adjacent the drill head.
Preferably, the chemicals in the canister are separated by solid tubes and/or membranes until the piston system is activated to drive the substances into the self-drilling rock bolt.
Preferably, the pistons are independently and/or simultaneously operable so that a flow of each substance is independently controllable.
Preferably, the canister includes compartments housing said different chemicals, a ratio and volume of substances dispensed is controlled by a geometry of said compartments and by actions of the corresponding pistons.
Preferably, the system nozzle delivers both drilling flushing water as well as dispensing the substances.
Preferably, the canister insertable and/or removable from said receptacle by rotation and/or sliding of an end portion of the receptacle where the piston system meets the receptacle remote to said system nozzle.
Preferably, the canister is insertable and/or removable from said receptacle by lifting and/or rotating and/or sliding of a lid covering the receptacle adjacent said system nozzle, and subsequent movement of the canister relative to the receptacle out of a top opening previously covered by the lid.
Preferably, between the nozzle cap and the main body are bristles or radial fins that function to join the nozzle cap to the main body, and also provide a water passage between the nozzle cap and the main body of the canister.
Preferably, each canister includes longitudinal fins on an outside surface that function to centralize the main body of the canister within the receptacle.
Preferably, the longitudinal fins are adapted to act as spacers between the canister and the receptacle to allow balanced and equalized water flow around the canister within the receptacle, when drilling a hole.
Preferably, the injection system further includes a valve configurable between a drilling configuration and an injection configuration,
Preferably, the drilling fluid flow is a low pressure fluid flow and the injection fluid flow is a high pressure fluid flow.
In a second aspect, the present invention provides a cylindrical canister for an injection system for a self-drilling rock bolt assembly, the canister including:
Preferably, two or more pistons are driven into the base of the canister to force multiple substances located within said compartments out said nozzle in a volume and ratio-controlled manner.
Preferably, the canister includes two concentric solid cylinders, having an impervious membrane and a temporary membrane to separate and contain the different chemicals.
Preferably, an inner cylinder of the two concentric solid cylinders having a smaller radius contains a catalyst while an outer larger cylinder of the two concentric solid cylinders contains at least two mastics, separated by an impervious membrane.
Preferably, a piston pushes a circular plug located at the base of the inner cylinder.
Preferably, a second piston is donut shaped and pushes onto a donut shaped plug that is concentric to the inner cylinder.
Preferably, the pistons are adapted to move at the same rate and as a result deliver a ratio-controlled mix and volume of the substances through the nozzle.
Preferably, the temporary membranes are adapted to fail once pressure is applied by the pistons, and wherein the impervious membrane is adapted to move along the canister until the solid end adjacent the nozzle cap is reached, where the substance contained by the impervious membrane is released into the nozzle.
Preferably, the canister includes two or more concentric tubes to separate the different chemicals, the concentric tubes being adapted to collapse into a nesting arrangement under pressure when the piston system is driven.
Preferred embodiments of the present invention will now be described by way of example, with reference to the accompanying drawings, wherein:
The present invention will become more fully understood from the following detailed description of preferred but nonlimiting embodiments thereof, described in connection with the accompanying drawings, wherein:
In the Figures there is disclosed an injection system for a self-drilling rock bolt assembly. The assembly 100 includes a drill head injection system 1, a drill head mechanism 101, a nut coupling portion 120, a rock bolt 200, a drilling assembly 500 and mast 502. In the drawing, item 300 shows a test substance which in use would be strata.
The system 1, as best seen in
The canister 7 as shown in
In
Referring specifically to
In
That is, there is an injection system within the drill-head and a chemical canister 7 to operate with the injection system. Prior concepts do not have an injection system within the drill-head. Also, prior canister products do not have multiple chemicals within a canister. The system of the present invention allows chemically anchored (fast set and slow set) pre-tensioned bolts to be installed and allows for automation of the process.
More specifically referring to the figures the injection system dispenses the contents of a canister to provide the best way to inject multiple fluid resins in controlled ratios and volumes into a self-drilling bolt during the installation process.
The problems solved relate to pumping and displacing chemicals a distance through hosing and valving causing blockages and high pressures. Also, the nozzle 21 inserted into the bolt is no longer able to get blocked after repeated injections as it is replaced together with each new canister 7, rather than being a permanent injection needle as used in previous approaches. The concept described and shown in
As shown in
The receptacle is situated immediately below the top of the drill chuck surface. Immediately below this receptacle is a piston/plunger system that when activated, drives into the canister (injecting the contents into the self-drilling bolt via the nozzle) and also retracts the piston/plungers when the canister is emptied.
Once a drill-hole is completed by the self-drilling rock bolt, the chemical canister contents are injected into the self-drilling rock bolt using the pistons/plungers. The canister/plunger combination is designed to provide a metered ratio and volume of chemical combinations from within the canister. The plungers are driven by water pressure or hydraulic oil pressure, or some other mechanical/electrical method, preferably located adjacent the drill head. The plungers are returned to a start position using either water or oil pressure or could return via a spring or gas in another configuration. In a preferred embodiment, the pistons or plungers are not returned, but are discarded with the canister in the fully extended position.
The receptacle is opened to remove a spent canister and allow a fresh canister to be placed inside, then closed prior to use in the system.
The advantage of the system, at least in a preferred form, is because the system is installed on the drill-head it allows the canister to house the injection needle which can be renewed with every self-drilling bolt installation. The injection needle cleanliness is a major area of concern that can now be resolved when injecting catalyst and mastic resins.
The injection system allows the self-drilling bolt to stay in the strata whilst the chemicals for anchoring it are installed. This saves time and removes a step in the process compared to standard practice of inserting a chemical cartridge manually into the drill-hole after retracting the drill-head from the strata surface being drilled.
The injection system within the drill-head also allows for automation of the self-drilling bolt installation, as several steps are no longer required, and the reliability and speed of chemical injection are high. This is advantageous for underground coal and metal mining strata support. Also, tunnelling and civil projects requiring strata support.
As shown in
The energy to drive and retract the piston/plungers is provided by water or oil pressure supplied at the drill-head. Gas or springs may also be used in another form to drive and retract the piston/plunger system.
The contents of the canister 7 are injected by the plungers 9 into the inner passageway of a self-drilling rock bolt. The rock bolt is engaged with the injection needle and is sealed by an O-ring positioned within the engaged section of bolt.
The injection system within the drill-head also allows for simpler automation of the self-drilling bolt installation, as several steps are no longer required, and the reliability and speed of chemical injection are high.
The invention removes the problem of requiring pumps, valving, electronic control systems and hosing/piping to deliver the chemicals from a remote location to the drill-head for injection into the self-drilling bolt.
In specific reference to the canister 7, it is preferably made of metal or plastic with an injection nozzle and multiple fluid chemical types within. Injecting fluid chemicals into a self-drilling bolt in a repeatable, reliable fashion. It provides significant size reduction of components/equipment to get the various chemical components supplied to the injection nozzle. It allows an injection system to be placed within the drill-head, removing need for remote pumping and injection, valving, hosing and complicated electronic software control systems.
As the chemicals must not interact until dispensed there are provided membranes 30 and 31 as discussed above. Also, the resins within the canister 7 flow and are able to fill the inner tube within a hollow bolt, as well as the outer bolt annulus. The ratio of catalyst to mastic for each of the slow and fast set resins are designed into the canister 7 geometry and dimensions. The injection plungers 9 travel at exactly the same rate so that the dispensed canister chemicals are administered in exact ratio and volume of each chemical as required.
The canister 7 has a unique injection nozzle 21 on one end. The shape, diameter and length are critical to forming an integral part of the injection system 1. All chemicals are injected through the nozzle 21 by the driving plungers 9. There are membranes 30, 31 and 32 within the canister 7 to separate and contain chemical flow until the injection process is applied to the canister 7.
Advantageously there are two or more fluid chemicals separated within the same canister 7 as shown. The chemicals are kept separate by membranes 30, 31, 32 until the injection process is applied to the canister 7. The design of the injection system 1 allows separate plungers 9 to control the flow of at least three different resins and catalyst such that volumes of each chemical and ratios of chemicals combined on discharged through the nozzle are controlled. The ratio and volume of chemicals dispensed is controlled by the geometry of the compartments within the canister and by more than one plunger. The nozzle 21 is used for delivering both the drilling flushing water as well as the chemical discharged.
In use two or more different chemicals are used as you cannot achieve fast set and slow set chemical combinations with catalyst to be injected into the self-drilling bolt otherwise. To achieve a chemically anchored pre-tensioned rock bolt, must have fast set and slow set chemicals installed. One plunger alone will not allow this system to work. Volume and ratio control of discharge from the canister would not otherwise occur. At least 2 plungers are required so that the various ratios of mastic to catalyst can be administered from the one canister. The two chemical types (mastics and catalyst) must be kept completely separated, hence the two plungers 9 are required to drive the chemical from two primary segregated compartments/cylinders within the canister 7.
In one form, the canister 7 is two concentric cylinders, with various membranes 30 within each, to separate and contain the different chemicals. The inner smaller radius cylinder may contain the catalyst while the outer larger cylinder, (effectively donut shaped) may contain the two mastics, separated by an impervious membrane. One piston 9 pushes a circular plug located at the base of the inner cylinder. The other plunger 9 is donut shaped and pushes onto the donut shaped plug that is concentric to the inner cylinder. The membranes 30, 31 fail once pressure is applied by the plungers 9. The plungers 9 move at exactly the same rate and as a result deliver a ratio-controlled mix and volume of chemicals through the nozzle 21. The two concentric cylinders may alternatively be embodied as concentric tubes to separate the different chemicals, the concentric tubes being adapted to collapse into a nesting arrangement under pressure when the piston system is driven.
The canister's function is to store the various chemicals in a segregated manner and supply a new delivery nozzle 21 to the injection system 1 each time it is used. It also stores the chemical in a geometry that ensures guaranteed correct ratio and volume is delivered when the plungers 9 drive through the canister compartments at exactly the same rate and time.
The advantage of this canister system for storing flowable chemicals is that a large supply tank is no longer required, and a remote pump system is not required either. Chemical temperature for controlled flow is critical and this system allows chemicals to be easily kept within the desired temperature range.
It also allows injection of liquid chemical to take place extremely close to the delivery needle, doing away with porting, valves, pumps and hoses. It also reduces significantly the control systems (electronic and hydraulic) required for injection activated remote from the drill-head.
Another significant advantage is the supply of a disposable delivery needle/nozzle 21 with each and every chemical injection process. Injection needle cleaning has been a very real issue of concern when using catalyst and mastics. Any contact between the two causes build-up of hardened material in the needle/nozzle.
No other system has more than two liquid chemicals in the one cartridge/container, providing many application benefits. An example is the requirement to provide a pre-tensioned chemically anchored rock bolt. To pre-tension a rock bolt requires a fast set/catalyst component and also a slow-set/catalyst component. Typically, this requires at least three different chemical types. In other applications, only one type of mastic component may be required, meaning that only two types of chemical are required.
In another form, the canister may be of various diameters. In the preferred form, the canister may be a smaller diameter from the nozzle end for a given length and a much larger diameter for the remainder. This allows for the plunger system to be of the larger diameter and hence a shorter length to discharge the same amount of chemical. A sacrificial fluid/medium (e.g., water or other inert fluid) may be required between the plunger ends and the final chemical impervious membranes (inner and outer) in order to extend the reach of the plunger driving force. If the sacrificial fluid is water, it may already be contained within the canister and contain a small amount of additive for lubrication and resistance to bacterial growth. The sacrificial water may also be added just prior to the installation process.
There is further disclosed in
In another form and as shown
In another form and as shown in
The Cylinders 400 and 401 are firstly charged with slow mastic 407 and catalyst 410 respectively. The pistons, 402 and 403, are driven simultaneously to discharge the contents of cylinders 400 and 401 directly into the needles, 404 and 405, and hence into the self-drill bolt. Control Valves (CV-406) are required at critical locations where chemical is forced into or out of the cylinders 400, 401. The control valves 406 ensure that the re-charging and discharging of chemicals to and from the cylinders 400 and 401, are direction and volume controlled as required. Next, the same cylinders 400, 401 are re-charged but this time with cylinder 400 filled with fast mastic 408 and cylinder 401 again filled with catalyst 410. Again, the cylinders 400, 401 are discharged by the injection pistons, 402 and 403, into the needles, 404 and 405, and hence into the self-drill bolt. Finally, the 400 and 401 cylinders are both re-charged with cleaning fluid 409 and discharged into the needles 404, 405 and hence self-drill bolt via the pistons, 402 and 403. Oil and/or water can enter and/or exit at 411 as required.
The length and diameter of cylinders 400 and 401 are such that the required ratio and volume of chemical mastic to catalyst is pre-determined. This is critical to providing a chemically anchored pre-tensioned bolt.
At all times the mastic and catalyst are not combined until they are inside of the self-drill bolt after exiting the injection needles, 404 and 405. (The inner and out needles are sealed within the bolt by an O-ring installed within the rock bolt).
The two pistons (402 and 403) are driven by water or oil pressure, or some other mechanical or electrical method, at the same time independently or may be connected at the drive end and driven simultaneously by the one pressure source. The stroke length of the pistons may be varied to accommodate specific chemical volume requirements for any length self-drill rock bolt.
In another form and as shown in
The plug at the base may be pressure driven through the canister by water, oil, gas, 412, or any other method.
The preferred arrangement inside the canister shown in
A similar arrangement, see
Another similar arrangement, see
The canister may be circular in cross-section,
Another preferred arrangement is shown in
A preferred form of the receptacle 601 used to house the canister 7 described in
As further shown in
Number | Date | Country | Kind |
---|---|---|---|
2021901240 | Apr 2021 | AU | national |
2021901394 | May 2021 | AU | national |
2021901470 | May 2021 | AU | national |
Filing Document | Filing Date | Country | Kind |
---|---|---|---|
PCT/AU2022/050388 | 4/27/2022 | WO |