DE29900432U1 - Mountain anchor system - Google Patents

Mountain anchor system

Info

Publication number
DE29900432U1
DE29900432U1 DE29900432U DE29900432U DE29900432U1 DE 29900432 U1 DE29900432 U1 DE 29900432U1 DE 29900432 U DE29900432 U DE 29900432U DE 29900432 U DE29900432 U DE 29900432U DE 29900432 U1 DE29900432 U1 DE 29900432U1
Authority
DE
Germany
Prior art keywords
anchor system
mountain anchor
mountain
anchor
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.)
Expired - Lifetime
Application number
DE29900432U
Other languages
German (de)
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.)
SCHRAN BERGBAU BAUMASCHINEN BO
Original Assignee
SCHRAN BERGBAU BAUMASCHINEN BO
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 SCHRAN BERGBAU BAUMASCHINEN BO filed Critical SCHRAN BERGBAU BAUMASCHINEN BO
Priority to DE29900432U priority Critical patent/DE29900432U1/en
Publication of DE29900432U1 publication Critical patent/DE29900432U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • E21D21/0033Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts having a jacket or outer tube
    • 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

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)
  • Nitrogen Condensed Heterocyclic Rings (AREA)
  • Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)
  • Circuits Of Receivers In General (AREA)
DE29900432U 1999-01-13 1999-01-13 Mountain anchor system Expired - Lifetime DE29900432U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE29900432U DE29900432U1 (en) 1999-01-13 1999-01-13 Mountain anchor system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE29900432U DE29900432U1 (en) 1999-01-13 1999-01-13 Mountain anchor system

Publications (1)

Publication Number Publication Date
DE29900432U1 true DE29900432U1 (en) 1999-04-22

Family

ID=8067880

Family Applications (1)

Application Number Title Priority Date Filing Date
DE29900432U Expired - Lifetime DE29900432U1 (en) 1999-01-13 1999-01-13 Mountain anchor system

Country Status (1)

Country Link
DE (1) DE29900432U1 (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10321175B3 (en) * 2003-05-12 2004-08-26 Carbotech Fosroc Gmbh Injection ground anchor, to stabilize walls in mining and tunneling, has an inner channel with at least one chamber to hold the mixed cement to be pressed out into the borehole
DE102006060638A1 (en) 2006-12-12 2008-07-17 Uli Dipl.-Ing. Geldermann Dynamic anchoring adhesive, especially for fixing anchor bars in rock for mining and tunnel-building, comprises a one- or two-component system chemically adjusted to eliminate shrinkage on hardening
DE102007014905A1 (en) 2006-12-12 2008-10-16 Geldermann, Uli, Dipl.-Ing. Double anchor system, as two-phase cartridge mixing anchor, with hollow and solid bar profile
ITRM20080682A1 (en) * 2008-12-19 2010-06-20 Giamundo Aniello Anna TUBULAR DEVICE IN NON-POLLUTING STABLE MATERIAL, PREFERABLY VETRORESINE, TO BE USED IN CONSOLIDATION TECHNIQUES OF THE EXCAVATION FRONT OF THE GALLERY.
DE102006011652B4 (en) * 2006-02-12 2010-10-21 Berwald, Werner Paul, Dipl.-Ing. Two-step hollow-bar composite anchor for adhesive cartridges and adhesive granules
DE102009056089A1 (en) 2009-11-30 2011-06-01 Werner P. Dipl.-Ing. Berwald Rotatable impact-resistance single phase self drilling mixer anchor and two phase cartridge spiral mixer anchor i.e. hollow bar anchor, has solid rods provided in extruded cartridge pipe at heavy duty anchor for double anchor load
DE102010014612A1 (en) 2010-04-10 2011-10-13 Werner P. Berwald Hollow rod shear connector e.g. two-phase anchor, for use in e.g. inclined roadway construction, has armature tube coated with addition mixed filling material, where clamping path is affiliated with anchor member through clamping sleeve
DE102011018241A1 (en) 2011-04-20 2012-10-25 Werner Berwald Method for manufacturing anchor setting process with capsule-sleeve mill, involves pushing capsule pipe together with capsule-sleeve mill on anchor head, with rotation movement of anchor head into anchor bore
CN103195061A (en) * 2013-04-07 2013-07-10 浙江华东建设工程有限公司 Multi-functional casing pipe part and anchor rod construction method using same
DE102014005773A1 (en) 2014-04-23 2015-10-29 Werner Paul Berwald Single- and two-phase self-drilling coat heavy-duty anchor as cartridge or injection anchor in turn-key design. Production and setting process

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10321175B3 (en) * 2003-05-12 2004-08-26 Carbotech Fosroc Gmbh Injection ground anchor, to stabilize walls in mining and tunneling, has an inner channel with at least one chamber to hold the mixed cement to be pressed out into the borehole
DE102006011652B4 (en) * 2006-02-12 2010-10-21 Berwald, Werner Paul, Dipl.-Ing. Two-step hollow-bar composite anchor for adhesive cartridges and adhesive granules
DE102006060638A1 (en) 2006-12-12 2008-07-17 Uli Dipl.-Ing. Geldermann Dynamic anchoring adhesive, especially for fixing anchor bars in rock for mining and tunnel-building, comprises a one- or two-component system chemically adjusted to eliminate shrinkage on hardening
DE102007014905A1 (en) 2006-12-12 2008-10-16 Geldermann, Uli, Dipl.-Ing. Double anchor system, as two-phase cartridge mixing anchor, with hollow and solid bar profile
ITRM20080682A1 (en) * 2008-12-19 2010-06-20 Giamundo Aniello Anna TUBULAR DEVICE IN NON-POLLUTING STABLE MATERIAL, PREFERABLY VETRORESINE, TO BE USED IN CONSOLIDATION TECHNIQUES OF THE EXCAVATION FRONT OF THE GALLERY.
EP2199542A1 (en) * 2008-12-19 2010-06-23 Giamundo Aniello, Anna Tunnel reinforcement tubular device of non-polluting material
DE102009056089A1 (en) 2009-11-30 2011-06-01 Werner P. Dipl.-Ing. Berwald Rotatable impact-resistance single phase self drilling mixer anchor and two phase cartridge spiral mixer anchor i.e. hollow bar anchor, has solid rods provided in extruded cartridge pipe at heavy duty anchor for double anchor load
DE102010014612A1 (en) 2010-04-10 2011-10-13 Werner P. Berwald Hollow rod shear connector e.g. two-phase anchor, for use in e.g. inclined roadway construction, has armature tube coated with addition mixed filling material, where clamping path is affiliated with anchor member through clamping sleeve
DE102011018241A1 (en) 2011-04-20 2012-10-25 Werner Berwald Method for manufacturing anchor setting process with capsule-sleeve mill, involves pushing capsule pipe together with capsule-sleeve mill on anchor head, with rotation movement of anchor head into anchor bore
CN103195061A (en) * 2013-04-07 2013-07-10 浙江华东建设工程有限公司 Multi-functional casing pipe part and anchor rod construction method using same
CN103195061B (en) * 2013-04-07 2015-05-06 浙江华东建设工程有限公司 Multi-functional casing pipe part and anchor rod construction method using same
DE102014005773A1 (en) 2014-04-23 2015-10-29 Werner Paul Berwald Single- and two-phase self-drilling coat heavy-duty anchor as cartridge or injection anchor in turn-key design. Production and setting process

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Legal Events

Date Code Title Description
R207 Utility model specification

Effective date: 19990602

R150 Utility model maintained after payment of first maintenance fee after three years

Effective date: 20020710

R157 Lapse of ip right after 6 years

Effective date: 20050802