WO2013174681A1 - Tirant d'ancrage à une roche - Google Patents

Tirant d'ancrage à une roche Download PDF

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Publication number
WO2013174681A1
WO2013174681A1 PCT/EP2013/059977 EP2013059977W WO2013174681A1 WO 2013174681 A1 WO2013174681 A1 WO 2013174681A1 EP 2013059977 W EP2013059977 W EP 2013059977W WO 2013174681 A1 WO2013174681 A1 WO 2013174681A1
Authority
WO
WIPO (PCT)
Prior art keywords
rock
anchor
tube
drilling
auspressadapter
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/EP2013/059977
Other languages
German (de)
English (en)
Inventor
Wolfgang Ludwig
Richard Podesser
Stefan Götzfried
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hilti AG
Original Assignee
Hilti AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hilti AG filed Critical Hilti AG
Publication of WO2013174681A1 publication Critical patent/WO2013174681A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00Setting anchoring-bolts
    • E21D20/02Setting anchoring-bolts with provisions for grouting
    • E21D20/025Grouting with organic components, e.g. resin

Definitions

  • the present invention relates to a rock bolt according to the preamble of claim 1 and a method for fixing a rock bolt in rock according to the preamble of claim 12.
  • rock anchors are used to prevent rock movements of the upcoming rock, slow down or larger To secure flakes of pending rock and thus to allow safe operation.
  • chemical rock anchors anchor pipes are connected with a hardening mortar or synthetic resin as a fixing material cohesively with the substrate or the upcoming rock.
  • the rock anchors are installed with or without bias in the upcoming rock.
  • the fixative is disposed within an enclosed by an anchor tube of the rock bolt interior.
  • a hole in the rock is first worked with a drill string and only then can the chemical rock bolt be inserted into the hole. Drilling the hole with the drill string takes place with a drilling adapter with a drive motor.
  • the drilling and Auspressadapter in this case has a recess into which engages a drill pipe when drilling with the drill string. Through this linkage pipe rinse water is passed through the drill pipe during drilling with the drill string.
  • the rock bolt has at its rear end a closure plug with a recess as a bore.
  • DE 10 2006 058 458 A1 shows a hollow rod composite anchor designed as a cartridge mixing anchor, which can be used as a two-phase anchor for the use in mining, tunneling, underground and rock, with an at least partially embedded in a hollow rod bore of a hollow rod one-, two-component adhesive, in particular a pre-assembled pressure adhesive, at least one ankerkopf wh provided cartridge mixer or bursting valve for the pressure sensitive adhesive and at least one ankerfuß formula positioned extrusion piston , wherein the outer surface of the hollow bar composite anchor coated with an adhesive, if necessary, with admixed filler, or provided with an adhesive thread or with welded thread spirals.
  • the object of the present invention is therefore to provide a rock bolt and a method for fixing a rock bolt in rock available, in which with a drill and Auspressadapter both with a drill string a hole can be incorporated into the rock and then with the same drilling and Auspressadapter can be inserted into the bore without the use of a separate Auspressadapters the rock bolts and the fixative can be pressed out.
  • a chemical rock bolt in particular for use in mining, comprising an anchor tube which encloses an interior, a fixation material disposed within the interior for cohesive fixation of the anchor tube to rock, disposed within the interior conveyor for promoting the fixative outside of the Anchor tube in an arrangement of the anchor tube in a bore in the rock, a closure plug with a fluid channel for introducing a Auspressfluides in the interior to the conveying means, wherein the closure plug is arranged at a rear end portion of the anchor tube, wherein the closure plug is provided on the back with a nozzle and at the neck of the fluid channel is formed, so that the Auspressfluid is introduced through the fluid channel in the nozzle in the interior.
  • the plug with the fluid channel for passing the Auspressfluides has a nozzle.
  • This neck can be cut into a recess on one Drilling and Auspressadapter be introduced as a linkage on a drill pipe.
  • water are introduced through the rock bolts in the interior to the funding, z.
  • Example a piston or a hydraulically operated mechanism to thereby introduce the fixative from the interior into a space, in particular annular space, between the rock bolt and the rock for chemical fixation of the rock bolt on the rock.
  • the operation in setting rock anchors can be significantly simplified in an advantageous manner, because with the same drilling and Auspressadapter both the bore incorporated with the drill string and then the rock anchor can be inserted into the hole and set.
  • a rear end of the nozzle has an axial distance, z. B. at least 0.5 cm, 1 cm or 2 cm, to a rear end of the anchor tube.
  • the sealing plug is subdivided into a fastening section and the connecting piece, and the fluid channel is formed both on the fastening section and on the connecting piece.
  • the attachment portion serves to attach the sealing plug to the anchor tube.
  • the attachment portion is at least partially, in particular completely, disposed within the interior.
  • the neck is at least partially, in particular completely, arranged outside the interior.
  • an inner tube is disposed within the anchor tube as the outer tube.
  • the outer diameter of the inner tube corresponds substantially, z. B. with a deviation of less than 5, 3 or 1 mm, the inner diameter of the outer tube as the anchor tube.
  • the attachment portion indirectly or directly to the anchor tube as the outer tube and / or the inner tube, preferably on the inside, attached.
  • the closure plug is attached with a positive and / or non-positive connection to the anchor tube as the outer tube and / or inner tube, preferably by an outer side locking ring engages in an annular groove on the anchor tube as an outer tube.
  • the closure plug is releasably connected to the anchor tube form and / or non-positively, for. B. by means of a latching connection with the locking ring and the annular groove connected.
  • the fixation material, a mixer and a cap for closing a front end of the anchor tube is disposed within the anchor tube, in particular within the inner tube, and preferably, the cap has at least one opening for conducting the fixative from the interior of the anchor tube enclosed ,
  • the fixative and / or the mixer within the inner tube of the fixative and / or the mixer can be easily replaced by simply the inner tube is pulled out of the outer tube as an anchor tube and then another inner tube with a new fixative and / or Mixer is introduced. This is necessary, for example, when the expiration date of the fixative has already expired and therefore the fixative has to be exchanged.
  • the closure plug at least partially, in particular completely, made of plastic, for.
  • the sealing plug is inexpensive, preferably made of thermoplastic material, in particular by means of injection molding. The plug can be made very easy and is inexpensive.
  • the sealing plug consists at least partially, in particular completely, of thermoplastic material.
  • an outer thread is formed on the outer side of the armature tube as the outer tube, and preferably, an outer nut with a ring nose is screwed onto the outer thread at a rear end region and the stopper is fastened to the rear side of the anchor tube with the annular nose.
  • the sealing plug with the annular nose can thus additionally be secured or fastened on the back by the outer nut on the remaining rock bolt.
  • the conveying means is designed as a movable piston and / or the rock bolt comprises an anchor nut and / or the rock bolt comprises an anchor plate supported by the anchor nut for resting on the rock.
  • the movable piston is moved by the squeezing fluid, and thereby the fixing agent can be squeezed out.
  • the rock bolt With the anchor nut and the anchor plate, the rock bolt can be prestressed on the rock.
  • the nozzle is inserted into a recess, in particular bore, on the drilling and Auspressadapter, so that the nozzle rests against the recess on the drilling and Auspressadapter for the fluid-conducting connection.
  • the hole is incorporated into the rock and then without using a separate Auspressadapters with the drilling and Auspressadapter the rock bolt is inserted into the bore and then promoted the fixative in the room by is introduced from the drilling and Auspressadapter through a fluid passage on the sealing plug with the nozzle, the Auspressfluid in the interior.
  • the neck is inserted at an axial length of at least 0.5 cm, 1 cm or 2 cm into the recess on the drilling and Auspressadapter.
  • the rock anchor expediently has no drill head at a front end.
  • the hole for the rock bolt is thus only with a separate drill pipe work into the rock and only then the rock bolt can be inserted into the hole.
  • the rock bolt is also preferably designed as a sliding anchor.
  • the sliding anchor has a sliding function to the effect that from a given, absorbed by the rock bolt tensile force, that is, the force acting on the anchor plate compressive force, which through the rock is caused, the anchor plate changes its position and thereby a movement is allowed on the rock, which reduce the tensile forces on the rod to be absorbed by the rock bolt.
  • the fixative in particular a synthetic resin or mortar, comprises two components, eg. B. a glue component and a hardness component.
  • the two components are each arranged separately in a bag.
  • the bag is considered to be any device for storing the two separate components, for example a cartridge or other container.
  • a mixer is arranged between the fixing substance and the at least one opening for mixing the fixing substance, in particular of the two components, before the release of the fixing substance from the at least one opening.
  • Fig. 2 is a partial longitudinal section of the rock bolt of Fig. 1 at a rear end region with a drilling and squeezing adapter, and is a perspective view of a sealing plug 1 and a side view of a drilling and Auspressadapters with a drill string and a longitudinal section of a hole in a rock.
  • a rock bolt 1 is used in mining for the temporary securing of rock 33 at tunnels.
  • the rock bolt 1 comprises an anchor tube 2 as the outer tube 3 and an inner tube 4 (FIG. 1).
  • the inner tube 4 is disposed within the outer tube 3 and the outer diameter of the inner tube is slightly smaller than or equal to the inner diameter of the anchor tube 2 and the outer tube 3.
  • the anchor tube 2 and the inner tube 4 include an interior space 5 a. Within this enclosed by the inner tube 4 inner space 5, a mixer 10 and fixing material 6 is disposed within a cartridge 7. Furthermore, a piston 9 are arranged as conveying means 8 for the fixing material 6 within the inner tube 4.
  • the anchor tube 2 has a rear end 19 and a front end 20. In the region of the front end 20 of the anchor tube 2, this is closed by a cap 1 1.
  • the cap 1 1 in this case also has openings (not shown) through which the fixing material 6 can escape from the rock anchor 1 in an annular space as a space between the rock bolt 1 and the rock 33 upon insertion of the rock bolt 1 in a bore.
  • a sealing plug 12 (FIGS. 2 and 3) made of thermoplastic material is arranged in the region of the rear end 19 of the anchor tube 2.
  • the closure plug 12 is in one piece and consists of a nozzle 13 and a mounting portion 14.
  • the nozzle 13 has a much smaller outside diameter, for. B. to more than 10%, 30% or 50%, on as the mounting portion 14.
  • two pressing rings 30 are formed on the outside, and a locking ring 16 and a stop ring 29.
  • a sealing ring 28 is present on the outside
  • a fluid channel 15 for the passage of Auspressfluid, in particular water, is formed.
  • the sealing plug 12 with the fastening section 14 is to be introduced into the outer and inner tubes 3, 4, so that the two compression rings 30 rest elastically prestressed on the inner tube 4 under elastic deformation and the locking ring 16 engages in an annular groove 17 on the outer tube 3, so that thereby a positive connection between the locking ring 16 and the annular groove 17 is made on the outer tube 3.
  • the stop ring 29 serves to ensure that the closure stopper 12 can only be inserted up to the stop ring 29, ie a resting of the stop ring 29 on the rear end 19 of the anchor tube 2. Subsequently, an outer nut 24 (FIGS.
  • This outer nut 24 has an annular nose 25 and with this annular nose 25, the sealing plug 12 is additionally secured in the direction of a longitudinal axis 31 of the rock bolt 1 against slipping backwards.
  • a rear end 18 of the neck 13 in this case has a distance in the axial direction of the longitudinal axis 31 to the rear end 19 of the anchor tube 2 and this distance corresponds substantially to the length of the nozzle 13.
  • the nozzle 13 is thus substantially completely outside the interior of the fifth Due to the elastic bias of the two compression rings 30 of the mounting portion 14 on an inner side 21 of the inner tube 4 thus there is also a frictional connection between the two press rings 30 and the inner side 21 of the inner tube.
  • the inner tube 4 may also be made of plastic or metal.
  • a bore 32 is first worked into the rock 33 with a drill string 34.
  • the drill string 34 has at its rear end a linkage pipe 39.
  • As a combustion or electric motor also has a bore 37 formed as a recess 36, in which the linkage pipe 39 of the drill string 34 engages.
  • a channel for passing rinse water is formed (not shown).
  • the drill string 34 is to be removed from the drilling and Auspressadapter 35 again and then the rock anchor 1 with the drilling and Auspressadapter 35 fluidly conductive and tight for supplying Auspressfluid in the rock bolt 1 with the drilling and Auspressadapter 35 are connected. Due to the formation of the nozzle 13 on the sealing plug 12, the nozzle 13 can be inserted into the bore 37 as a recess 36 of the drilling and Auspressadapters 35 and thereby a tight and fluid-conducting connection between the drilling and Auspressadapter 35 and the rock bolt 1 are made. For this purpose, the drilling and Auspressadapter 35 a channel (not shown) for passing Auspressfluid, in particular water on.
  • This channel is also preferably used to supply rinse water when drilling with the drill pipe 34 to the drill pipe 34.
  • a drive nut 26 which is secured with a lock nut 27, are arranged on the outer tube 3.
  • the drive nut 26 and the lock nut 27 have an internal thread which is screwed into the external thread 23 of the outer tube 3.
  • the fixing agent 6 harden and thereby the rock bolt 1 is firmly bonded to the rock 33.
  • the operation for setting the rock bolt 1 can be significantly simplified because with an identical drilling and Auspressadapter 35 both the bore 32 incorporated with the drill pipe 34 and then the rock bolt 1 can be inserted and fixed without a separate Auspressadapter.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Earth Drilling (AREA)
PCT/EP2013/059977 2012-05-24 2013-05-15 Tirant d'ancrage à une roche Ceased WO2013174681A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102012208736.2 2012-05-24
DE102012208736A DE102012208736A1 (de) 2012-05-24 2012-05-24 Gesteinsanker

Publications (1)

Publication Number Publication Date
WO2013174681A1 true WO2013174681A1 (fr) 2013-11-28

Family

ID=48463978

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2013/059977 Ceased WO2013174681A1 (fr) 2012-05-24 2013-05-15 Tirant d'ancrage à une roche

Country Status (2)

Country Link
DE (1) DE102012208736A1 (fr)
WO (1) WO2013174681A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110454205A (zh) * 2019-07-31 2019-11-15 太原理工大学 一种煤矿用的锚杆钻机的自动送杆装置

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109915186B (zh) * 2019-03-29 2020-10-09 攀枝花学院 一种新型钻锚注一体化树脂锚杆的安装工艺

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4601614A (en) * 1984-02-22 1986-07-22 Lane William L Rockbolt
US20050025578A1 (en) * 2003-08-01 2005-02-03 Wolfgang Ludwig Rock anchor
DE102006006748A1 (de) 2006-01-16 2007-07-19 Berwald, Werner P., Dipl.-Ing. Zweischritt-Inliner-Hohlstabvollverbundanker-System
DE102006000042A1 (de) * 2006-01-31 2007-08-02 Hilti Ag Adapterteil eines selbstbohrenden Gebirgsankers
DE102006058458A1 (de) 2006-12-12 2008-06-26 Uli Dipl.-Ing. Geldermann Zweiphasen Patronen - Mischanker, Herstellung und Setzverfahren
DE102008006236A1 (de) * 2008-01-25 2009-07-30 Friedr. Ischebeck Gmbh Injektionskopf für Injektionsbohranker

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3902727A1 (de) * 1989-01-31 1990-08-02 Willich F Gmbh & Co Gfk-gebirgsklebeanker

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4601614A (en) * 1984-02-22 1986-07-22 Lane William L Rockbolt
US20050025578A1 (en) * 2003-08-01 2005-02-03 Wolfgang Ludwig Rock anchor
DE102006006748A1 (de) 2006-01-16 2007-07-19 Berwald, Werner P., Dipl.-Ing. Zweischritt-Inliner-Hohlstabvollverbundanker-System
DE102006000042A1 (de) * 2006-01-31 2007-08-02 Hilti Ag Adapterteil eines selbstbohrenden Gebirgsankers
DE102006058458A1 (de) 2006-12-12 2008-06-26 Uli Dipl.-Ing. Geldermann Zweiphasen Patronen - Mischanker, Herstellung und Setzverfahren
DE102008006236A1 (de) * 2008-01-25 2009-07-30 Friedr. Ischebeck Gmbh Injektionskopf für Injektionsbohranker

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110454205A (zh) * 2019-07-31 2019-11-15 太原理工大学 一种煤矿用的锚杆钻机的自动送杆装置

Also Published As

Publication number Publication date
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