CA2713190C - Tube d'ancrage et son procede de production - Google Patents

Tube d'ancrage et son procede de production Download PDF

Info

Publication number
CA2713190C
CA2713190C CA2713190A CA2713190A CA2713190C CA 2713190 C CA2713190 C CA 2713190C CA 2713190 A CA2713190 A CA 2713190A CA 2713190 A CA2713190 A CA 2713190A CA 2713190 C CA2713190 C CA 2713190C
Authority
CA
Canada
Prior art keywords
tube
static mixer
sheathing element
anchor
bore
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 - Fee Related
Application number
CA2713190A
Other languages
English (en)
Other versions
CA2713190A1 (fr
Inventor
Ernst Friedrich Ischebeck
Ferdinand Coerschulte
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.)
Friedr Ischebeck GmbH
Original Assignee
Friedr Ischebeck GmbH
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 Friedr Ischebeck GmbH filed Critical Friedr Ischebeck GmbH
Publication of CA2713190A1 publication Critical patent/CA2713190A1/fr
Application granted granted Critical
Publication of CA2713190C publication Critical patent/CA2713190C/fr
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • E21D20/025Grouting with organic components, e.g. resin

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)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Piles And Underground Anchors (AREA)
  • Forging (AREA)
  • Dowels (AREA)

Abstract

L'invention concerne un procédé pour produire des tubes d'ancrage (1) destinés à des éléments d'ancrage pour forage par injection, comportant un mélangeur statique (6) bloqué en position dans le sens longitudinal. Ce procédé consiste à introduire un mélangeur statique (6) dans l'orifice (3) d'un tube (2), de préférence laminé à chaud, puis à créer par laminage une zone profilée (13) dans la couche superficielle extérieure (4) du tube (2) tout en réduisant, au moins de manière localisée, la section transversale de l'orifice du tube, le mélangeur statique (6) étant bloqué en position dans le sens longitudinale sous l'effet de cette réduction de section transversale. L'objectif de l'invention est d'améliorer ce procédé. À cet effet, un élément de gainage (5), entourant au moins un segment longitudinal du mélangeur statique (6) dans l'orifice (3) du tube et présentant une dureté inférieure à celle du mélangeur statique (6), est introduit dans l'orifice de tube (3) avant la réalisation de la zone profilée (13). L'invention concerne également un tube d'ancrage, pouvant être produit selon ce procédé, destiné à des éléments d'ancrage pour forage par injection.
CA2713190A 2008-01-25 2009-01-08 Tube d'ancrage et son procede de production Expired - Fee Related CA2713190C (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102008006235.9 2008-01-25
DE102008006235A DE102008006235A1 (de) 2008-01-25 2008-01-25 Ankerrohr und Verfahren zu dessen Herstellung
PCT/EP2009/050156 WO2009092630A1 (fr) 2008-01-25 2009-01-08 Tube d'ancrage et son procédé de production

Publications (2)

Publication Number Publication Date
CA2713190A1 CA2713190A1 (fr) 2009-07-30
CA2713190C true CA2713190C (fr) 2015-10-13

Family

ID=40637891

Family Applications (1)

Application Number Title Priority Date Filing Date
CA2713190A Expired - Fee Related CA2713190C (fr) 2008-01-25 2009-01-08 Tube d'ancrage et son procede de production

Country Status (8)

Country Link
EP (1) EP2238313B1 (fr)
CN (1) CN101925721B (fr)
AT (1) ATE533919T1 (fr)
AU (1) AU2009207825C1 (fr)
CA (1) CA2713190C (fr)
DE (1) DE102008006235A1 (fr)
WO (1) WO2009092630A1 (fr)
ZA (1) ZA201004186B (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102094662B (zh) * 2011-03-15 2013-04-03 北京科技大学 一种摩擦套筒式大变形锚杆
CN103867219B (zh) * 2014-03-25 2015-08-05 中国石油大学(华东) 一种用于涡压挤扩细石混凝土锚固支护土体的设备及方法
CN108797368A (zh) * 2018-08-27 2018-11-13 中国冶集团有限公司 钢箱拱桥锚管的快速找正方法
KR20230026138A (ko) 2021-08-17 2023-02-24 삼성전자주식회사 복수의 이전 신호들에 기초하여 dpsk를 수행하는 통신 장치 및 이의 동작 방법

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2241761B (en) * 1990-03-08 1993-11-24 Apex Fuels Ltd Reinforcement of ground strata and foundation fixing
CN2065667U (zh) * 1990-05-16 1990-11-14 山东矿业学院 内注浆锚杆及注浆时配套用的逆止阀
CN2220530Y (zh) * 1994-10-07 1996-02-21 安徽省疏浚工程总公司 锚杆注浆机
CN2406064Y (zh) * 1999-09-27 2000-11-15 李云义 锚注式锚杆
DE10321175B3 (de) * 2003-05-12 2004-08-26 Carbotech Fosroc Gmbh Injektionsanker
CN100513745C (zh) * 2005-11-11 2009-07-15 中国京冶工程技术有限公司 机械扩孔锚杆施工方法
DE102007005540B4 (de) 2006-02-24 2015-04-23 Friedr. Ischebeck Gmbh Verfahren und Injektionsanker mit fixiertem Statikmischer
CN200943205Y (zh) * 2006-07-03 2007-09-05 于艳芳 土体锚杆施工用锚杆组合件

Also Published As

Publication number Publication date
AU2009207825B2 (en) 2014-06-05
CA2713190A1 (fr) 2009-07-30
WO2009092630A1 (fr) 2009-07-30
ATE533919T1 (de) 2011-12-15
AU2009207825A1 (en) 2009-07-30
CN101925721B (zh) 2013-03-13
EP2238313A1 (fr) 2010-10-13
ZA201004186B (en) 2011-08-31
EP2238313B1 (fr) 2011-11-16
CN101925721A (zh) 2010-12-22
AU2009207825C1 (en) 2014-06-26
DE102008006235A1 (de) 2009-07-30

Similar Documents

Publication Publication Date Title
US8240958B2 (en) Injection bolt with a fixed static mixer
CA2713190C (fr) Tube d'ancrage et son procede de production
US20110103896A1 (en) Cuttable drilling tool, and a cuttable self drilling rock bolt
JP4866481B2 (ja) あと施工アンカーボルト
US4512123A (en) High-pressure packing device for injecting synthetic resin into cracks in concrete
US10677057B2 (en) Pneumatic drill installed rock anchor
US20060127189A1 (en) Yielding rock bolt
WO2012126042A1 (fr) Boulon à frottement gonflable
US6935811B2 (en) Frictional mining bolt
CA2713194A1 (fr) Buse d'injection
AU2012202534A1 (en) Anchor screw
US20080292423A1 (en) Self-drilling wall anchor device
US20100266345A1 (en) Engagement head for tensioning assembly
US20150322786A1 (en) Expandable Bolt With Thrust Element
US7575074B2 (en) Drilling head for an anchor
US20240344458A1 (en) Driver socket for installation of a ground reinforcement bolt
JP2004068949A (ja) コンクリート用アンカーとその施工方法
JP7432926B2 (ja) 鋼管の接続構造
AU2010291864B2 (en) Rock bolt drive assembly
AU2019101267A4 (en) Tubular Nut for a Rock Bolt
AU2012231763B2 (en) Inflatable friction bolt
AU2021206917A1 (en) Resin-Grouted Rock Bolt Assembly with an Adapted Sealing Bush
AU2021218166A1 (en) Rock bolt
JP2008002122A (ja) 拡張アンカーおよびこれを用いたピンニング工法
WO2004063531A1 (fr) Remise sous tension d'un boulon d'ancrage

Legal Events

Date Code Title Description
EEER Examination request

Effective date: 20131127

MKLA Lapsed

Effective date: 20210108