This invention concerns a design solution of an expandable rock bolt with an indicator of its clamping in the borehole which is designed not only for provision and reinforcement of consistency of the rock, especially during driving of tunnels, mine corridors and chambers, but also for stabilisation of rock walls, slopes and dikes or for formation of suspension reinforcement, especially for tunnel and mine work with possible use in civil engineering.
For stabilisation and reinforcement of rock environment are used various types of rock bolts or anchors are used where the construction and material design differ in dependence on the kind of rock. Among the most commonly used types are hydraulic expandable bolts which are procured with a tubular expansion tube which is procured on its both ends with end parts and whose surface is lengthwise in one or several lines deformed. These bolts are pushed into a beforehand drilled opening and subsequently into an expansion tube, forced into a pressure medium whereby there comes to its expansion in the borehole, to formation of a frictional force of the tube of the bolt toward the wall of the borehole and thereby to its clamping.
An exemplary design of a hydraulic expandable bolt of this type is known from the file CZ 25706 U1 which describes a rock bolt which includes a tubular expansion tube whose transversal cross section has a deformed shape which forms on the surface of the tube at least one lengthwise groove and which is on its both ends finished with transitional annular caps in which are non-demountably fixed an outlet valve and an inlet valve. Yet this design does not enable any indication of expansion of the bolt and its clamping in the borehole. In the file WO2013173901 is described an expandable rock bolt with a tubular expansion tube whose lengthwise cross section has a deformed shape which forms on the surface of the tube one lengthwise groove. The expansion tube is on its both ends finished with fixed tubular end parts and it is enlaced with at least one lengthwise adjustable sleeve which is fixable in any position. Yet in this design there is no described pressure control in the bolt and also no detection of its expansion or its correct clamping in the rock. In the file WO2004099570 is described a method for installation of expandable rock bolts by the help of pressurized of beforehand defined pressure by the help of a device with a control system which ensures keeping of the pressure for a certain time period and it is equipped with signalisation of efficiency of performed process or its failure. This design does enable pressure control in the bolt but there is not ensured detection of proper expansion and clamping in the borehole. In the file JP2005232761 is solved a method of metering of generation of transversal tension of an expansion tube of a bolt inside of a drill hole by the help of electric tensiometers which are connected to a detection unit. This design demands more complicated electronic equipment and does not provide information concerning perfect clamping of the bolt in the borehole. In the file W0201″5176081 is described visual detection of filling of drill hole with medium by the help of an indication element which is part of a vent tube through which goes away air from gradually filled drill and which enables air passage but does not enable passage of viscous material. After filling of the drill with the viscous material, is then the indication element pushed out from the vent tube which is visually noticed. This design is not possible to use for hydraulic expandable bolts. The file WO2009066246 solves detection of achievement of defined pressure in tubular expansion tube of expandable bolt with an indicator in its front end part which is after achievement of defined pressure pushed out from the end part which is visually noticed. This design indicates only pressure inside of the bolt but it does not enable indication of expansion of the bolt. In the file ZA200506692 is described similar design of pressure indication in a tubular expansion tube of expandable bolt as in the above mentioned file WO2009066246. Likewise, in this case it is not possible to detect expansion of the bolt and its perfect clamping in the borehole.
The aim of the present invention is modification of expandable rock bolt design which ensures its perfect functionality and check of its anchorage with indication of perfect clamping in the borehole.
The defined goal is reached with an invention which is an expandable rock bolt which is formed with a tubular expansion body whose transversal cross section has a deformed shape which forms on the surface at least one lengthwise groove and whose ends are procured with caps with a filling component on its inlet side and an end component on its outlet side wherein the essence of the invention is that the bolt is procured with at least one indicator of clamping which is formed with a hollow tube which is made of an elastically compressible material and which is placed in the wall of the expansion body along which the indicator is taken out on the visible side for the staff whereas at least in part on the internal cavity of the tube of the indicator is placed an indication medium.
In an advantageous design is the indicator of clamping formed with a tube whose inner end is sealed with a stopper and in whose internal cavity is placed a tubular capsule which is made of easily destructible material and is on its both ends sealed with a stanching sealing and it is filled with an indication medium whereas in the end entry part of the internal cavity of the tube is fixed a porous element.
Furthermore, it is advantageous when a position of the tubular capsule in the internal cavity is kept with a spacer which is inserted between the front face of the tubular capsule and the porous element and when entry part of the internal cavity of the tube is procured with a lens-end which is made of transparent material and it is fixed to the tube by the help of a fixator and the lens-end is shaped like a lens.
In other advantageous designs, the indicator of clamping is formed with tube whose inner end is firmly sealed and whose internal cavity is divided by a partition into two parts or the indicator of clamping is formed with tube whose inner end is firmly sealed and in whose internal cavity is placed a set of capsules which are made of easily destructible material and whose position in the internal cavity is kept with a plug.
For particular types of bolts, it is advantageous when the indicator of clamping is equipped with an extension tube which is in the tube fixed by the help of a bung or stopper and which is in its end part procured with the lens-end which is made of transparent material and which is fixed to the extension tube by the help of the fixator.
And finally, it is advantageous when the indication medium includes coloured liquid medium or a single-base or multi-base chemical compound or gel or pasta or foam or powder.
With the presented invention, new and higher efficiency is reached in the fact that with new structural modification is ensured transmission of information concerning perfect clamping of the bolt in the borehole whereby is basically eliminated a possibility of imperfect anchorage owing to any factors arisen during realization of the borehole, placement of the bolt into the borehole and expansion of its body.
Particular examples of design of the invention are schematically illustrated in the enclosed drawings where:
The drawings illustrate the present invention and consequently described examples of particular designs but they do not in any case limit the extent of the protection stated in the definition yet only clarify essence of the invention.
The rock bolt according to the invention which is designed for clamping in the borehole 101 of a rock massif 1 is formed in its basic design according to the
An integral part of the bolt is a clamping indicator 5 which is in its basic design which is illustrated in
When the rock bolt is used the indicator 5 is inserted into the lengthwise groove 21 on the wall of the expansion body 2 of the rock bolt in the way for the end part of its tube 51 to stand out from the lower end cap 3 and to be visible. After insertion into the borehole 101 the bolt is connected to a non-illustrated source of a high pressure hydraulic medium which is led into the cavity of the expansion body 2 whereby this expansion body 2 starts to expand transversally and to fill a cross section of the borehole 101. Due to expansion of the expansion body 2, the tube 51 of the indicator 5 is gradually deformed and consequently there comes to destruction of the capsule 53 from which starts to run out the indication medium which runs down through the internal cavity 512. leaks through the porous element 56 into the space of the lens-end 57 and whereby is transmitted information about filling-up of the borehole 101 with the expansion body 2 of the bolt and its perfect clamping in a rock massif 1.
The described design of the bolt and the indicator 5 is not the only possible design according to the invention, but as it is clear from
The expandable rock bolt according to the invention is designed not only for stabilisation and reinforcement of consistency of rock mass especially during boring of tunnels, mine corridors and chambers but also for stabilisation of rock walls, slopes and dykes in the form of grouting with expected use in mines for mining of coal or ores or for various applications in civil engineering.
Number | Date | Country | Kind |
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PV 2016-244 | Apr 2016 | CZ | national |
Filing Document | Filing Date | Country | Kind |
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PCT/IB2016/001480 | 9/26/2016 | WO | 00 |