JOINING OF TUBE-FORMED EXPANSION BOLT

Abstract: Tube-formed rock bolt intended for expansion into contact with the wall in a bore hole without stretching the periphery of the rock bolt. The rock bolt comprises an elongated tube (12) with closed cross section. The tube is provided with a longitudinal depressed part (13). End pieces (14, 24) are secured to the ends of the tube. Rock bolts according to the invention can be connected to arbitrary length through screwing them together. The end pieces are provided with axial channels (15, 35) whose peripheries sealingly cooperate through deformation of the material when the rock bolts are screwed together. Through connecting one end (30) of the assembled rock bolt to a high pressure pump (39) the entire assembled rock bolt can be expanded at the same time.

Description: Joining of tube-formed expansion bolt The present invention relates to a tubeformed rock bolt. More specifically the invention concerns a tubeformed rock bolt which is formed for being joined to arbitrary length. In a previously known rock bolt ofthe above mentioned kind, see US-A-4 509 889, one can achieve a long rock bolt through entering a rock bolt into a bore hole and expanding it. Then a further bolt is entered on a tube extending from the inner rock bolt and is expanded so that it is fixed on the extending tube. A drawback when setting a long rock bolt comprising several short rock bolts is that one needs a long tool which normally must be bendable in order to set the rock bolt which is to be innermost in the bore hole. Another drawback is that the rock bolt at the joints becomes substatially weaker since the connection is obtained through friction. This force becomes small because the extending tube has small diameter and thus a small outer surface. The present invention, which is defined in the subsequent claim, aims at achieving a rock bolt which can easily be joined to arbitrary length and which has perfect strength along the whole length after assembly. An embodiment ofthe invention is described below with reference to the accompanying drawings in which fig 1 schematically shows setting of a rock bolt. Fig 2 shows a section through one ofthe ends of a rock bolt according to the invention. Fig 3 shows a section through the other end ofthe rock bolt according to the invention. Fig 4 shows a section according to 4-4 in fig 2. Fig 5 shows a section according to 5-5 in fig 2. Fig 6 shows a section according to 6-6 in fig 3. Fig 7 shows a section according to 7-7 in fig 3. Fig 8 shows two bolt ends according to fig 2 and fig 3 screwed together. Fig 9 shows on a larger scale a detail from fig 8. Fig 10 shows the upper end of a top bolt for cooperation with a rock bolt according to the invention. Fig 11 shows a lower end of a rock bolt for cooperation with a rock bolt according to the invention. Fig 12 shows an end sleeve which can be used instead ofthe top bolt according to fig 10. In fig 1 is shown schematically the setting of a rock bolt 10 which comprises a number of rock bolts connected with one another. The rock bolt, which is described more in detail below, is set by expanding the rock bolt against the bore hole wall 1 1 by suplying high pressure liquid, preferably water, from a high pressure pump 39 via a valve 42, a tube 59, a hose 41 and a chuck 21 to a room in the rock bolt. The chuck can be made as described in US-A-4 423 986. In figs 2 and 3 two different ends of a rock bolt 10 according to the invention are shown. The bolt ends 14,24 which are shown in these figures can represent either two ends ofthe same rock bolt or two ends of two different bolts which are to be connected with one another. The rock bolt comprises an elongated tube 12 which along the major part of its length is provided with a depressed part 13. A sleeve 22 is by means of welding secured to one end ofthe tube 12. An end piece 14 is welded to the sleeve 22. A sleeve 23 is welded to the other end ofthe tube 12. An end piece 24 is welded to the sleeve 23. Both branches 25,26 ofthe depressed part 13 are at both ends ofthe tube 12 pressed together and by means of welds sealingly connected with one another. Through this the tube 12 defines a room 16 whose only connection with the surroundings is constituted by the channels 15 and 35 through the end pieces 14 and 24. The end piece 14 is provided with an internal thread 17 and the end piece 24 with an external thread 37 by means of which two rock bolts can be connected with one another. In the shown example the end piece 14 is provided with a raised periphery 19 about the channel 15. This raised periphery is intended for cooperation with a channel periphery 20 on the end piece 24. Through deformation ofthe material sealing cooperation is obtained as shown in fig 9. The channel 35 has a somewhat larger diameter than the channel 15. It is, of course, possible to form the sealing parts in an arbitrary way within the scope ofthe claim. In fig 10 the upper end of a rock bolt intended for use at the bottom ofthe bore hole is shown. The tube 12 is provided with a sleeve 28 which by means of a weld 29 is sealingly connected with the tube 12. The not shown end is provided with a thread according to any of the above described embodiments. In fig 1 1 is shown the lower end of a rock bolt which is intended for use at the bore hole mouth for connection to the chuck 21 and thus to the high pressure pump 39. The tube 12 is provided with a sleeve 31 which by means of a weld 32 is sealingly connected with the tube 12. A radial hole 33 extends through the sleeve 31 and the outer surface of tube 12 so that the room 16 can be pressurized via the chuck 21. The other end ofthe rock bolt is as above provided with a thread. As an alternative to this rock bolt one can use a thick-walled tube at the mouth ofthe hole if it is desired that the joined rock bolt shoould not extend all the way to the mouth ofthe bore hole. One can then after the rock bolt has been set fix different fittings in the threaded end piece. Another advantage, which is obtained if one lets the rock bolt end in the bore hole, is that the rock bolt does not extend beyond the rock surface. Through this large amounts of concrete can be saved if the rock surface is to be covered by means of spraying. In fig 12 is shown a termination piece 18 which can replace the rock bolt according to fig 10. The termination piece 18 is provided with a thread 34 for connection to a rock bolt according to the above.

Claims: Claim: 1. Tubeformed rock bolt comprising an elongated tube (12) with closed cross section and provided with a longitudinal depressed part (13) which at expansion ofthe rock bolt increases in diameter without stretching the periphery ofthe tube and an end piece (14) provided with an axial channel (15) in connection with a room (16) defined by said tube (12), c h a r a c t e r i z e d in that said end piece (14) is provided with a thread (17) for connection with a further rock bolt (10) or a termination piece (18) and that the periphery (19) of said channel (15) is formed to sealingly cooperate through deformation with a channel periphery (20) on said further rock bolt or termination piece (18).

Inventors: KRZYSZTALOWICZ DANIEL, OHLSON BO, KRZYSZTALOWICZ, DANIEL, OHLSON, BO
Applicants: ATLAS COPCO ROCK DRILLS AB, KRZYSZTALOWICZ DANIEL, OHLSON BO, KRZYSZTALOWICZ, DANIEL, OHLSON, BO
Application year: 1997
Main classification: E21D21
IPC codes: E21D21