ES2109809T3 - Anclaje para roca en plastico reforzado con fibra de vidrio factible de tensado. - Google Patents

Anclaje para roca en plastico reforzado con fibra de vidrio factible de tensado.

Info

Publication number
ES2109809T3
ES2109809T3 ES95905526T ES95905526T ES2109809T3 ES 2109809 T3 ES2109809 T3 ES 2109809T3 ES 95905526 T ES95905526 T ES 95905526T ES 95905526 T ES95905526 T ES 95905526T ES 2109809 T3 ES2109809 T3 ES 2109809T3
Authority
ES
Spain
Prior art keywords
anchor
wedge
rock
anchor pin
factible
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
ES95905526T
Other languages
English (en)
Inventor
Wolfgang Habe
Wilhelm Schauerte
Jochen Kasselmann
Luigi Giamundo
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.)
ATP Srl AVANZATE TECNICHE DI
WILLICH F BERG BAUTECHNIK
Original Assignee
ATP Srl AVANZATE TECNICHE DI
WILLICH F BERG BAUTECHNIK
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 ATP Srl AVANZATE TECNICHE DI, WILLICH F BERG BAUTECHNIK filed Critical ATP Srl AVANZATE TECNICHE DI
Application granted granted Critical
Publication of ES2109809T3 publication Critical patent/ES2109809T3/es
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
    • E21D21/008Anchoring or tensioning means
    • 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
    • E21D21/0006Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by the bolt material
    • 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
    • E21D21/0086Bearing plates

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Medicines Containing Material From Animals Or Micro-Organisms (AREA)
  • Farming Of Fish And Shellfish (AREA)
  • Lubricants (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Nitrogen Condensed Heterocyclic Rings (AREA)
  • Nitrogen And Oxygen Or Sulfur-Condensed Heterocyclic Ring Systems (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)

Abstract

LA INVENCION SE REFIERE A UN PERNO (1) DE ANCLAJE, QUE PUEDE SER ASEGURADO EN CUALQUIER POSICION MEDIANTE APLICACION DE UN TENSIONADOR, DISPONIENDO DE UNA SECCION (4) DE SEGURIDAD, QUE CONSISTE EN UN CASQUILLO (6) DE TENSIONADO CON UN CONTRACONO (7) Y UNA CUÑA (8) QUE EMPAREJA EL CASQUILLO (6) DE TENSIONADO, QUE PUEDE SER COLOCADO SOBRE EL PASADOR (2) DE ANCLAJE. LA CAIDA DE LA CUÑA ES APROXIMADAMENTE 3 ODO QUE EL CONTRACONO (7) QUE ES POSIBLE INSERTARLO NO SOLAMENTE CON LA CUÑA (8) DE FORMA FIABLE DENTRO DEL CONTRACONO (7), SINO TAMBIEN QUE SEA APLICADAS FUERZAS TENSIONALES INCLUSO SIN TENSIONES DE PICO Y COMO CONSECUENCIA DESGASTE SOBRE EL PASADOR DE ANCLAJE GFK. EL PASADOR DE ANCLAJE GFK NO DEBE SER RANURADO; ESTANDO ADEMAS ASEGURADO MEDIANTE EFECTO A TRAVES DE AJUSTE ADECUADO DE LA SECCION (4) DE ASEGURAMIENTO Y MEDIANTE FIJACION DE LA CUÑA (8) POR MEDIO DE UN TENSIONADOR (9) O UN TORNILLO (16) DE TENSIONADO, DE TAL MODO QUE LA FIJACION PUEDE SER ELABORADA EN CUALQUIER PUNTO VIRTUALMENTE SOBRE EL PASADOR (2) DE ANCLAJE.
ES95905526T 1994-01-12 1995-01-10 Anclaje para roca en plastico reforzado con fibra de vidrio factible de tensado. Expired - Lifetime ES2109809T3 (es)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE4400644A DE4400644A1 (de) 1994-01-12 1994-01-12 Verspannbarer GfK-Gebirgsanker

Publications (1)

Publication Number Publication Date
ES2109809T3 true ES2109809T3 (es) 1998-01-16

Family

ID=6507752

Family Applications (1)

Application Number Title Priority Date Filing Date
ES95905526T Expired - Lifetime ES2109809T3 (es) 1994-01-12 1995-01-10 Anclaje para roca en plastico reforzado con fibra de vidrio factible de tensado.

Country Status (9)

Country Link
EP (1) EP0739442B1 (es)
JP (1) JP3424190B2 (es)
KR (1) KR100229706B1 (es)
AT (1) ATE156892T1 (es)
DE (3) DE4400644A1 (es)
DK (1) DK0739442T3 (es)
ES (1) ES2109809T3 (es)
GR (1) GR3025361T3 (es)
WO (1) WO1995019491A1 (es)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2304848A (en) * 1995-08-30 1997-03-26 Carrington Weldgrip Ltd Rockbolt and nut assembly
GB2323905B (en) * 1997-03-26 2001-04-18 Weldgrip Ltd Rockbolt assemblies
PE20120598A1 (es) 2008-12-23 2012-06-17 Hani Sabri Mitri Perno de cable con manga
DE202009007421U1 (de) 2009-05-25 2009-08-20 Db Netz Ag Vorrichtung zur vorgespannten Verankerung der Ankerschrauben von Masten, vorzugsweise von Signalmasten
KR100955399B1 (ko) * 2010-02-11 2010-04-29 이일영 명도 색상을 표현하는 염색장치 및 그 염색장치로 생산된 명도 색상이 표현된 직물
CN107269303B (zh) * 2017-07-10 2023-04-25 中铁十一局集团第四工程有限公司 一种三臂凿岩台车打设锁脚锚杆的固定装置及其使用方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3693359A (en) * 1971-01-25 1972-09-26 Said M Karara Rock stabilizing apparatus
DE2903694A1 (de) * 1979-01-31 1980-08-14 Gebirgssicherung Gmbh Gebirgsanker
NO159678C (no) * 1982-05-14 1989-01-25 Weidmann H Ag Fjellsikringsanker.
AT378823B (de) * 1983-04-19 1985-10-10 Wagner Alfred Ing Anker zum sichern von druckhaftem gebirge im fels-, tunnel-, stollen- und bergbau
DE3335039C1 (de) * 1983-09-28 1984-10-31 Klöckner-Becorit GmbH, 4620 Castrop-Rauxel Gebirgsanker
DE3902727A1 (de) * 1989-01-31 1990-08-02 Willich F Gmbh & Co Gfk-gebirgsklebeanker

Also Published As

Publication number Publication date
JPH09507543A (ja) 1997-07-29
GR3025361T3 (en) 1998-02-27
DE19517257A1 (de) 1996-11-14
DK0739442T3 (da) 1998-03-23
JP3424190B2 (ja) 2003-07-07
WO1995019491A1 (de) 1995-07-20
DE59500513D1 (de) 1997-09-18
EP0739442B1 (de) 1997-08-13
DE4400644A1 (de) 1995-07-13
ATE156892T1 (de) 1997-08-15
KR100229706B1 (ko) 1999-11-15
EP0739442A1 (de) 1996-10-30

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