EP0398838A1 - Tuyau d'injection avec effet d'ancrage - Google Patents

Tuyau d'injection avec effet d'ancrage Download PDF

Info

Publication number
EP0398838A1
EP0398838A1 EP90630104A EP90630104A EP0398838A1 EP 0398838 A1 EP0398838 A1 EP 0398838A1 EP 90630104 A EP90630104 A EP 90630104A EP 90630104 A EP90630104 A EP 90630104A EP 0398838 A1 EP0398838 A1 EP 0398838A1
Authority
EP
European Patent Office
Prior art keywords
borehole
anchor rod
injection tube
injection
check valve
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.)
Granted
Application number
EP90630104A
Other languages
German (de)
English (en)
Other versions
EP0398838B1 (fr
Inventor
Archibald Richter
Erwin Schulz
Jürgen Krahe
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.)
Bergwerksverband GmbH
Schmidt Kranz and Co GmbH
Original Assignee
Bergwerksverband GmbH
Schmidt Kranz and Co 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 Bergwerksverband GmbH, Schmidt Kranz and Co GmbH filed Critical Bergwerksverband GmbH
Priority to AT90630104T priority Critical patent/ATE98742T1/de
Publication of EP0398838A1 publication Critical patent/EP0398838A1/fr
Application granted granted Critical
Publication of EP0398838B1 publication Critical patent/EP0398838B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/001—Improving soil or rock, e.g. by freezing; Injections
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B33/00—Sealing or packing boreholes or wells
    • E21B33/10—Sealing or packing boreholes or wells in the borehole
    • E21B33/12—Packers; Plugs
    • E21B33/127—Packers; Plugs with inflatable sleeve
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B34/00—Valve arrangements for boreholes or wells
    • E21B34/06—Valve arrangements for boreholes or wells in wells
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00—Setting anchoring-bolts
    • E21D20/02—Setting anchoring-bolts with provisions for grouting

Definitions

  • Injection tube for injecting media particularly suitable for rock solidification which essentially consists of a tube which can be inserted into a borehole and is provided with a borehole closure and a check valve.
  • the injection lances consist of pipe sections which can be connected to one another via sleeves and each have a connection for the trailing lines of a two-component synthetic resin, for example, and a check valve in the deepest hole at the ends facing the mouth of the borehole.
  • a mechanically actuated borehole closure is provided in sections in an injection pipe via sleeves.
  • the mechanical borehole closure is expanded by rotating the injection pipe until it bears against the borehole wall.
  • Anchors are often used to stabilize the mountains. Their use with cartridges is particularly useful when the mountains are broken up great difficulties, which essentially consist in the fact that the cartridges often cannot be inserted into the borehole. In such cases, full bonding of the anchor cannot be guaranteed.
  • the invention is based on the object of combining rock consolidation by injection with the additional stabilization of the rock by an anchor effect in a labor-saving and economical manner.
  • the tube is designed as an anchor rod with a thread rolled onto the end located outside the borehole, that a check valve is arranged in the injection head and a rupture disk is arranged at the end of the anchor rod directed to the borehole, and that the borehole closure is as an inflatable hose section surrounding the anchor rod and held at the ends by bindings is formed with a check valve integrated between the anchor rod and the inflation chamber.
  • the injection pipe designed as an anchor rod
  • the injection pipe is inserted into a borehole in the appropriate design, based on the wall thickness and the corresponding steel, to the extent that the so-called hydraulic inflatable packer is located in the region of the borehole mouth.
  • the required injection pressure is applied to the anchor rod.
  • the rupture disc functioning as a check valve at the end of the anchor rod causes such a high back pressure to form within the anchor rod that the check valve provided between the anchor rod and the inflation chamber of the borehole closure first opens and the inflation process begins. This check valve prevents the pressure from relaxing after sealing Borehole closure when the rupture disc breaks and the injection medium escapes into the borehole.
  • the entire borehole is filled above the borehole closure.
  • the injection tube designed as an anchor rod is completely glued after the injection agent has hardened.
  • the rupture disc serving as a check valve can be adapted to the requirements of the mountains, dimensioned to different bursting pressures and also arranged in the anchor rod behind the borehole closure. In addition to the outlet at the end of the anchor rod, this can be provided with additional outlet openings over its length.
  • the check valve according to the known principle of a bicycle valve should have at least one opening in the anchor rod, which is sealed off from the inflation space by a flexible sleeve.
  • a flexible sleeve In order to achieve a faster blowing effect and thus filling the blowing space, it has proven to be advantageous to provide a plurality of openings in the anchor rod distributed over the circumference which are covered by a common sleeve.
  • the injection tube attached in this way provides an injection anchor that can be approved as an expansion part with a defined support force.
  • the injection tube is made of simple steel and provided with a cut thread as an effective injection tube that is not approved as an anchor, contains an anchor comparable effect and in this way represents an inexpensive removal agent with a high expansion effect.
  • the particular advantage of the anchor rod according to the invention is that, in addition to a reliable injection with a secure borehole seal, a high level of compensation for the rock is achieved by simultaneous anchoring against high injection pressures. In contrast to the injection alone, a predictable load capacity is introduced into the mountains, which depends on the load capacity of the injection tube. Depends on the anchor tube and results from the stiffening of the anchored layers and the dowelling of broken layers on solid layers.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Environmental & Geological Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Soil Sciences (AREA)
  • Piles And Underground Anchors (AREA)
  • Dowels (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP90630104A 1989-05-18 1990-05-10 Tuyau d'injection avec effet d'ancrage Expired - Lifetime EP0398838B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT90630104T ATE98742T1 (de) 1989-05-18 1990-05-10 Injektionsrohr mit ankerwirkung.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE8906126U 1989-05-18
DE8906126U DE8906126U1 (de) 1989-05-18 1989-05-18 Injektionsrohr mit Ankerwirkung

Publications (2)

Publication Number Publication Date
EP0398838A1 true EP0398838A1 (fr) 1990-11-22
EP0398838B1 EP0398838B1 (fr) 1993-12-15

Family

ID=6839296

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90630104A Expired - Lifetime EP0398838B1 (fr) 1989-05-18 1990-05-10 Tuyau d'injection avec effet d'ancrage

Country Status (4)

Country Link
EP (1) EP0398838B1 (fr)
AT (1) ATE98742T1 (fr)
AU (1) AU628540B2 (fr)
DE (2) DE8906126U1 (fr)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4128154A1 (de) * 1991-07-02 1993-01-14 Gd Anker Gmbh & Co Kg Injektionsrohr und verfahren zum setzen eines gebirgsankers
DE4209802C1 (en) * 1992-03-26 1993-08-26 Schmidt, Kranz & Co Gmbh Zweigniederlassung Zorge, 3421 Zorge, De Rock or masonry sealant injection tube - has bursting disc retained by securing ring in counterbored and externally conical discharge end
US5653557A (en) * 1991-07-02 1997-08-05 Gd-Anker Gmbh Injection tube and method for placing a ground anchor
DE10135159C1 (de) * 2001-07-19 2002-10-31 Schmidt & Co Gmbh Kranz Bohrlochverschluss
US7594366B2 (en) * 2002-12-03 2009-09-29 Ludwig Viezens Device and method for fastening facade plates
CN104196486A (zh) * 2014-09-09 2014-12-10 中国石油化工股份有限公司 一种负压坐封封隔器
CN105221171A (zh) * 2015-10-23 2016-01-06 于守东 一种防滑自封孔式注浆锚索
JP2017106207A (ja) * 2015-12-09 2017-06-15 株式会社カテックス 注入式ロックボルト、及びそれを用いた地山の補強工事の施工方法
EP2354448A3 (fr) * 2010-01-28 2018-01-03 Küchler Technik AG Boulon d'ancrage auto-foreur doté d'un joint pour le boulon

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9004176U1 (de) * 1990-04-11 1990-06-28 Bergwerksverband Gmbh, 4300 Essen Injektionsbohranker mit Transportschnecke
DE9004177U1 (de) * 1990-04-11 1990-06-28 Bergwerksverband Gmbh, 4300 Essen Injektionsbohranker
DE4242106C2 (de) * 1992-12-14 2003-11-13 Ischebeck Friedrich Gmbh Blähpacker für Injektionsanker, Injektionsbohranker oder dergleichen zum Verschließen von Löchern, insbesondere Erdbohrlöchern
DE10236257A1 (de) * 2002-08-09 2004-02-26 Stump Spezialtiefbau Gmbh Düsenstrahlvorrichtung
DE202007008940U1 (de) * 2007-06-25 2007-10-11 Minova Carbotech Gmbh Bohrlochverschluss mit integriertem Mischer
CA2762730C (fr) * 2011-12-23 2013-04-23 Conrad Petrowsky Sous-ensemble combine a disque de rupture pour la completion de puits horizontaux et verticaux
CN103206234B (zh) * 2013-01-30 2015-04-08 河北联合大学 逆止防突水注浆锚杆
US11828132B2 (en) * 2022-02-28 2023-11-28 Saudi Arabian Oil Company Inflatable bridge plug
CN117662214A (zh) * 2023-12-07 2024-03-08 中交第二公路勘察设计研究院有限公司 一种锚杆以及不良地质地段的锚杆施工方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT366777B (de) * 1979-01-27 1982-05-10 Bergwerksverband Gmbh Rohrfoermiger verlorener bohrlochverschluss
DE3138610A1 (de) * 1981-09-29 1983-04-14 Bergwerksverband Gmbh, 4300 Essen Im bohrloch verklebbares halteelement
US4461600A (en) * 1981-03-24 1984-07-24 Willich Gmbh & Co. Method of and device for solidifying rock in mine tunnels and the like
DD235161A3 (de) * 1984-08-14 1986-04-30 Sdag Wismut Vorrichtung zum einbringen von mehrkomponentengemischen in technische bohrungen
DE3802286A1 (de) * 1988-01-27 1989-08-03 Willich F Gmbh & Co Bohrlochverschluss mit doppeltem kolben

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO159201C (no) * 1980-09-08 1988-12-07 Atlas Copco Ab Fremgangsmaate ved bolting i fjell og kombinert ekspansjonsbolt og installasjonsanordning for samme.
CA1286129C (fr) * 1986-06-24 1991-07-16 Inco Limited Boulon d'ancrage dans le roc pris dans un materiau durci, et dispositif servant a son implantation

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT366777B (de) * 1979-01-27 1982-05-10 Bergwerksverband Gmbh Rohrfoermiger verlorener bohrlochverschluss
US4461600A (en) * 1981-03-24 1984-07-24 Willich Gmbh & Co. Method of and device for solidifying rock in mine tunnels and the like
DE3138610A1 (de) * 1981-09-29 1983-04-14 Bergwerksverband Gmbh, 4300 Essen Im bohrloch verklebbares halteelement
DD235161A3 (de) * 1984-08-14 1986-04-30 Sdag Wismut Vorrichtung zum einbringen von mehrkomponentengemischen in technische bohrungen
DE3802286A1 (de) * 1988-01-27 1989-08-03 Willich F Gmbh & Co Bohrlochverschluss mit doppeltem kolben

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4128154A1 (de) * 1991-07-02 1993-01-14 Gd Anker Gmbh & Co Kg Injektionsrohr und verfahren zum setzen eines gebirgsankers
US5653557A (en) * 1991-07-02 1997-08-05 Gd-Anker Gmbh Injection tube and method for placing a ground anchor
DE4209802C1 (en) * 1992-03-26 1993-08-26 Schmidt, Kranz & Co Gmbh Zweigniederlassung Zorge, 3421 Zorge, De Rock or masonry sealant injection tube - has bursting disc retained by securing ring in counterbored and externally conical discharge end
FR2689175A1 (fr) * 1992-03-26 1993-10-01 Schmidt Kranz Co Gmbh Sonde d'imprégnation.
US7077195B2 (en) 2001-07-19 2006-07-18 Perforator Gmbh Borehole closure
WO2003008762A1 (fr) 2001-07-19 2003-01-30 Perforator Gmbh Fermeture de trou de forage
DE10135159C1 (de) * 2001-07-19 2002-10-31 Schmidt & Co Gmbh Kranz Bohrlochverschluss
CN100378293C (zh) * 2001-07-19 2008-04-02 穿孔器股份有限公司 钻孔固定装置
US7594366B2 (en) * 2002-12-03 2009-09-29 Ludwig Viezens Device and method for fastening facade plates
EP2354448A3 (fr) * 2010-01-28 2018-01-03 Küchler Technik AG Boulon d'ancrage auto-foreur doté d'un joint pour le boulon
CN104196486A (zh) * 2014-09-09 2014-12-10 中国石油化工股份有限公司 一种负压坐封封隔器
CN105221171A (zh) * 2015-10-23 2016-01-06 于守东 一种防滑自封孔式注浆锚索
JP2017106207A (ja) * 2015-12-09 2017-06-15 株式会社カテックス 注入式ロックボルト、及びそれを用いた地山の補強工事の施工方法

Also Published As

Publication number Publication date
DE59003840D1 (de) 1994-01-27
AU5466290A (en) 1990-11-22
ATE98742T1 (de) 1994-01-15
AU628540B2 (en) 1992-09-17
EP0398838B1 (fr) 1993-12-15
DE8906126U1 (de) 1990-04-19

Similar Documents

Publication Publication Date Title
EP0398838B1 (fr) Tuyau d'injection avec effet d'ancrage
DE1759338C3 (de) Verfahren zum Herstellen eines Verpreßankers und Vorrichtung zur Durchführung des Verfahrens
DE2707238C3 (de) Korrosionsgeschütztes Zugglied für einen vorspannbaren Anker im Festgestein
EP0394179B1 (fr) Boulon d'ancrage rigide profilé et extensible avec élément d'expansion
DE2624559A1 (de) Gebirgsanker
DE102007015259A1 (de) Reibrohranker mit Patronenkleber
EP0524223B1 (fr) Systeme d'ancrage pour puits d'injection
EP0524226B1 (fr) Systeme d'ancrage pour forage d'injection avec vis transporteuse
DE3526557C2 (fr)
DE3402615C2 (de) Rohrförmiger, verlorener Bohrlochverschluß
DE19503122B4 (de) Injektionsanker
DE3838880C1 (en) Method of producing a grouted anchor, and grouted anchor for carrying out the method
CH564654A5 (en) Ground anchor for bore mounting - has deformable body for making friction contact with borehole wall
DE8800265U1 (de) Vorrichtung zum Einpressen von Injektionsgut
DE3138610C2 (de) Einrichtung zur haltbaren Befestigung von Gegenständen in Bohrlöchern
DE3905128A1 (de) Vollverklebbarer seilanker
DE4445626A1 (de) Injektionsgleitbohranker
DE8229583U1 (de) Injektionsanker zum einpressen von injektionsmaterial in loecher von gesteinen, bauwerkteilen, erzgaengen, erdformationen, salzstoecken und dgl.
DE3228650C2 (de) Bohrlochverschluß mit Blähbalg
DE3208470A1 (de) Gebirgsverfestigungsverfahren mit rohranker oder rohrnagel
DE3902727A1 (de) Gfk-gebirgsklebeanker
CH661959A5 (de) Verschlusselement fuer bohrloecher.
DE3447924A1 (de) Vorrichtung zum einbringen von injektionsmasse in unter der erdoberflaeche oder der oberflaeche eines bauwerkes befindliche injektionszonen
DE2112258C3 (de) Packer für Verpreßanker
DE4122811A1 (de) Bohrlochverschluss mit quetschdichtung

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH DE FR GB IT LI SE

ITCL It: translation for ep claims filed

Representative=s name: RICCARDI SERGIO & CO.

17P Request for examination filed

Effective date: 19910327

GBC Gb: translation of claims filed (gb section 78(7)/1977)
EL Fr: translation of claims filed
17Q First examination report despatched

Effective date: 19920413

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH DE FR GB IT LI SE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Effective date: 19931215

REF Corresponds to:

Ref document number: 98742

Country of ref document: AT

Date of ref document: 19940115

Kind code of ref document: T

ET Fr: translation filed
REF Corresponds to:

Ref document number: 59003840

Country of ref document: DE

Date of ref document: 19940127

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 19940104

ITF It: translation for a ep patent filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed
EAL Se: european patent in force in sweden

Ref document number: 90630104.9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 19950523

Year of fee payment: 6

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 19960318

Year of fee payment: 7

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Effective date: 19960511

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 19960522

Year of fee payment: 7

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 19960524

Year of fee payment: 7

EUG Se: european patent has lapsed

Ref document number: 90630104.9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 19970327

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Effective date: 19970510

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19970531

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19970531

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980130

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 19980510

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 19980510

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.

Effective date: 20050510

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20090629

Year of fee payment: 20

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20100510