EP1119687B1 - Gaine tubulaire pour dispositif de forage et d'ancrage - Google Patents
Gaine tubulaire pour dispositif de forage et d'ancrage Download PDFInfo
- Publication number
- EP1119687B1 EP1119687B1 EP99948589A EP99948589A EP1119687B1 EP 1119687 B1 EP1119687 B1 EP 1119687B1 EP 99948589 A EP99948589 A EP 99948589A EP 99948589 A EP99948589 A EP 99948589A EP 1119687 B1 EP1119687 B1 EP 1119687B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- jacket tube
- expanded metal
- cladding tube
- elements
- drill bit
- 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
Links
- 238000005553 drilling Methods 0.000 title claims abstract description 19
- 238000004873 anchoring Methods 0.000 title description 22
- 229910052751 metal Inorganic materials 0.000 claims abstract description 36
- 239000002184 metal Substances 0.000 claims abstract description 25
- 239000000725 suspension Substances 0.000 claims abstract description 24
- 239000011435 rock Substances 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 22
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 3
- 125000006850 spacer group Chemical group 0.000 claims description 3
- 230000008878 coupling Effects 0.000 claims description 2
- 238000010168 coupling process Methods 0.000 claims description 2
- 238000005859 coupling reaction Methods 0.000 claims description 2
- 238000005253 cladding Methods 0.000 description 59
- 230000000694 effects Effects 0.000 description 14
- 238000000034 method Methods 0.000 description 8
- 230000002787 reinforcement Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000012549 training Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
-
- 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
- E21B17/00—Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
- E21D21/0033—Anchoring-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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
- E21D21/0053—Anchoring-bolts in the form of lost drilling rods
Definitions
- the present invention relates to a cladding tube for a device for drilling holes and forming a Anchoring in soil or rock material, with the cladding tube with a drill pipe and / or a drill bit or a hammer drill is coupled and with its scope a plurality of through openings is formed as well after completion of the borehole or after insertion an anchor can be filled with a curable suspension is.
- Devices for drilling, in particular for striking or Rotary impact drilling, and subsequent lining of holes in soil or rock material are in different Embodiments known. Hiebei will if necessary long hole or hole formed with the help of a drill bit, which on a drill pipe is stored, with a striking and / or rotating movement of the borehole is formed. To break in of material in which there may be a to avoid long length extending and / or post hole Completion of the drill liner is available To be able to pose, it was suggested, for example, to use a cladding tube surrounding the drill pipe, which is introduced during the drilling process.
- an anchor After completion of the hole, for example, in an anchor is inserted into the cladding tube or the drill pipe find immediate use as an anchor and a rapidly setting suspension to solidify the surrounding Material are introduced.
- a device with a cladding tube of the aforementioned can be found, for example, in WO 98/21439, in which a method and device for drilling and lining is revealed by holes.
- surrounding cladding tube becomes an annular space between the cladding tube and the outer circumference of the drill pipe provided, for example in the area immediately adjacent to the drill bit at least one passage opening is essentially completely walled Cladding tube is provided, via which degraded Material if necessary from the borehole to be produced removed and a hardenable suspension for anchoring can be spread into the surrounding material.
- the present invention now aims to provide a cladding tube to create the type mentioned, in addition to a quick and easy lining of the borehole simultaneous introduction of a cladding tube later secure anchoring or additional reinforcement in one Cladding tube to be inserted or use as an anchor finding drill pipe when introducing a curable Suspension, which is at least partially in the Borehole surrounding material is deployed with more reliable Anchoring the cladding tube can be achieved.
- the cladding tube according to the invention essentially characterized in that the cladding tube at least one with evenly distributed passage openings provided expanded metal element is formed, which at its ends connecting elements, in particular sleeves, for connection to the drill bit and / or others Has cladding tube elements.
- Cladding tube formed from at least one expanded metal element is which with a variety of evenly over the circumference of distributed through openings is successful safe, large-scale application of the curable Suspension in the surrounding material after completion of the borehole for setting the anchor, so that a corresponding one secure anchoring of the anchor and the cladding tube is achievable.
- the Cladding tube ensured from at least one expanded metal element, that the cladding tube is not a perfectly flat, has a smooth outer surface so that after insertion the curable suspension due to the inherent surface design of the expanded metal element or the inherent unevenness the anchoring effect of the surfaces of the expanded metal element in the surrounding material after curing the suspension is increased accordingly.
- the passage openings of the expanded metal element essentially rhomboid or diamond-shaped Have contours.
- Such rhomboid or diamond-shaped Contours of the passage openings will be above also ensured during the drilling process that the Through openings not of mined material, which usually an essentially rounded or spherical one Form, completely misplaced and blocked become.
- the expanded metal element a has a lattice or wire mesh-like structure, whereby a correspondingly large, free passage area the one remaining between the individual passage openings Material cross section results in great elasticity when inserting while achieving an increased Reinforcement and anchoring effect after grouting and Curing of the suspension results.
- the cladding tube is constructed in multiple layers, wherein between in radial direction on the inner and outer surfaces arranged, formed with through openings expanded metal elements a plastic tube is provided.
- the connecting elements formed by sleeves a graded or with offset areas Have formed contour on which the inside and external expanded metal elements and the intermediate Plastic pipe can be fixed.
- Fig. 1 is schematically 1 with a drill bit for training designated a borehole, the outer contour with 2 is indicated, wherein for driving the drill bit 1 is a schematic with 3 indicated drill pipe is used.
- a cladding tube 6 is provided, the cladding tube 6, such as this can be seen particularly clearly from FIG. 2 Expanded metal elements is formed, which at their end regions for connection to the drill bit 1 or the impact shoe 5 as well as with neighboring cladding tube elements 6 each are formed with sleeve elements 7 and 8.
- the sleeve elements 7, 8 can be used to achieve a corresponding one Plug or screw connection to be formed especially with large dimensions of a borehole corresponding extension of the cladding tube 6 similar to the extension to enable the drill pipe 3.
- Such a cladding tube or expanded metal element 6 is hiebei clearly shown in Fig. 2, which can be seen is that the evenly distributed over the circumference Through openings of the expanded metal element formed cladding tube 6 essentially each rhomboid or diamond-shaped contours 9, so that overall for the surface of the cladding tube 6 a grid or mesh-like structure results.
- FIG. 3 is a partial section through on an enlarged scale a modified embodiment of a schematically with 10 indicated cladding tube shown, the multilayer Cladding tube 10 from an external, again with a Large number of perforated expanded metal elements 11, an inside, provided with openings Expanded metal element 12 and an intermediate plastic tube or element 13 is formed.
- the expanded metal elements 11 and 12 in turn have an education or Condition similar to that shown in Figs. 1 and 2 Expanded metal element 6 with a variety of rhomboid or diamond-shaped passage openings 9.
- the intermediate plastic tube 13 with a reduced Number of openings formed, in Fig.
- one of the openings 14 is indicated, which in the sense a valve effect a passage of subsequently to be applied Suspension only in the direction indicated by arrow 15 indicated direction allows. It is thus in the Fig. 3 illustrated embodiment ensures that after introduction of the suspension to form an anchor no moisture from the surrounding material or no water towards the drill string 3 or one penetrate anchor to be arranged instead of the drill pipe 3 can, so that a corrosion effect is avoided and such anchors, which have also been used for many years Well can remain, can be produced.
- FIG. 3 10 finds a modified design of a sleeve 16 with stepped areas 17 use to the definition of the individual layers or elements 11, 12 and 13 to form the sandwich-like structure of the cladding tube 10 to enable.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Piles And Underground Anchors (AREA)
- Earth Drilling (AREA)
- Dowels (AREA)
- Joining Of Building Structures In Genera (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Claims (8)
- Gaine tubulaire (6) pour un dispositif à forer des trous et à réaliser un ancrage dans du sol ou de la roche, la gaine tubulaire (6) étant couplée à une tige de forage (3) et/ou une couronne de forage (1) ou à un marteau-foreur, et étant réalisée sur son pourtour avec une pluralité d'ouvertures de passage (9) et pouvant, après achèvement du forage (2) ou après une mise en place d'un ancrage, être remplie d'une suspension durcissable, caractérisée en ce que la gaine tubulaire (6, 10) est constituée d'au moins un élément métallique extensible (6, 11, 12) pourvu d'ouvertures de passage (9) réparties uniformément, lequel présente à ses extrémités des éléments de liaison (7, 8, 16), en particulier des manchons, pour la liaison avec la couronne de forage (1) et/ou d'autres éléments de gaine tubulaire (6, 10).
- Gaine tubulaire selon la revendication 1, caractérisée en ce que les ouvertures de passage (9) de l'élément métallique extensible (6, 11, 12) présentent des contours essentiellement rhomboïdaux ou en forme de losanges.
- Gaine tubulaire selon la revendication 1 ou 2, caractérisée en ce que l'élément métallique extensible (6, 11, 12) présente une structure du genre grille ou grillage métallique.
- Gaine tubulaire selon la revendication 1, 2 ou 3, caractérisée en ce qu'un espace annulaire est défini par des entretoises (18) disposées entre la gaine tubulaire (6, 10) et la tige de forage (3) ou l'ancrage, en particulier par les éléments formant manchons (7, 8, 16) prévus dans les zones d'extrémité de (des) l'élément(s) métallique(s) extensible(s).
- Gaine tubulaire selon l'une des revendications 1 à 4, caractérisée en ce que la gaine tubulaire (10) est réalisée multicouche, un tube de matière plastique (13) étant prévu entre des éléments métalliques extensibles (11, 12) disposés dans la direction radiale sur la surface intérieure et extérieure, réalisés avec des ouvertures de passage (9).
- Gaine tubulaire selon la revendication 5, caractérisée en ce que le tube de matière plastique (13) est réalisé avec une pluralité d'orifices de sortie (14) ne s'ouvrant et ne se fermant que dans la direction du côté extérieur de la gaine tubulaire (10).
- Gaine tubulaire selon la revendication 5 ou 6, caractérisée en ce que les éléments de liaison formés par des manchons (16) présentent un contour échelonné ou formé de zones décrochées (17) auxquelles peuvent être fixés les éléments métalliques extensibles (11, 12) intérieurs et extérieures et le tube de matière plastique (13) intercalé.
- Gaine tubulaire selon l'une des revendications 1 à 7, caractérisée en ce que la gaine tubulaire (6, 10) peut être couplée de manière supportant une traction avec la couronne de forage (1) ou le marteau-foreur, le cas échéant en intercalant un coupleur, en particulier un sabot à percussions agissant sur la couronne de forage (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT99948589T ATE245762T1 (de) | 1998-10-05 | 1999-10-04 | Hüllrohr für eine bohr- und verankerungsvorrichtung |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT165998 | 1998-10-05 | ||
AT165998 | 1998-10-05 | ||
PCT/AT1999/000237 WO2000020724A1 (fr) | 1998-10-05 | 1999-10-04 | Gaine tubulaire pour dispositif de forage et d'ancrage |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1119687A1 EP1119687A1 (fr) | 2001-08-01 |
EP1119687B1 true EP1119687B1 (fr) | 2003-07-23 |
Family
ID=3518213
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99948589A Expired - Lifetime EP1119687B1 (fr) | 1998-10-05 | 1999-10-04 | Gaine tubulaire pour dispositif de forage et d'ancrage |
Country Status (19)
Country | Link |
---|---|
US (1) | US6397957B2 (fr) |
EP (1) | EP1119687B1 (fr) |
JP (1) | JP3990538B2 (fr) |
KR (1) | KR100551507B1 (fr) |
CN (1) | CN1187515C (fr) |
AT (1) | ATE245762T1 (fr) |
AU (1) | AU6181299A (fr) |
CA (1) | CA2346212A1 (fr) |
CZ (1) | CZ299258B6 (fr) |
DE (1) | DE59906378D1 (fr) |
ES (1) | ES2204156T3 (fr) |
HK (1) | HK1041913B (fr) |
HR (1) | HRP20010245B1 (fr) |
MY (1) | MY124340A (fr) |
PL (1) | PL190476B1 (fr) |
PT (1) | PT1119687E (fr) |
TR (1) | TR200100907T2 (fr) |
WO (1) | WO2000020724A1 (fr) |
ZA (1) | ZA200102211B (fr) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7188687B2 (en) * | 1998-12-22 | 2007-03-13 | Weatherford/Lamb, Inc. | Downhole filter |
US20040011534A1 (en) * | 2002-07-16 | 2004-01-22 | Simonds Floyd Randolph | Apparatus and method for completing an interval of a wellbore while drilling |
RU2278941C2 (ru) * | 2001-04-26 | 2006-06-27 | Техмо Энтвиклунгс-Унд Фертрибс Гмбх | Способ и устройство для бурения скважины и фиксации анкерной крепи в буровой скважине |
JP4206805B2 (ja) | 2002-06-28 | 2009-01-14 | セイコーエプソン株式会社 | 電気光学装置の駆動方法 |
US7703549B2 (en) * | 2005-05-02 | 2010-04-27 | Schlumberger Technology Corporation | Method and apparatus for removing cuttings in high-angle wells |
US20100122810A1 (en) * | 2008-11-19 | 2010-05-20 | Langlais Michael D | Well screens and method of making well screens |
CN108222539B (zh) * | 2018-01-12 | 2020-07-24 | 江苏筑镹营造科技有限公司 | 砌体构件锚杆加固的方法 |
Family Cites Families (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH420024A (de) | 1963-03-08 | 1966-09-15 | Fredrik Flygare Adolf | Formkörper zum Bilden einer gelochten Hülse oder eines gelochten Rohres |
DE2133593B2 (de) | 1971-07-06 | 1976-04-08 | Leonhard Moll KG, 8000 München | Verfahren zum herstellen eines zugankers |
SE387700B (sv) | 1973-03-09 | 1976-09-13 | A I Lundkvist | Perforerat hylsformigt organ for anvendande vid s.k. bergfestning medelst i borrhal ingjuten bult |
US4007797A (en) * | 1974-06-04 | 1977-02-15 | Texas Dynamatics, Inc. | Device for drilling a hole in the side wall of a bore hole |
US3969976A (en) * | 1974-09-05 | 1976-07-20 | Peter Amico | Expansion unit |
DE2545572C3 (de) * | 1975-10-10 | 1981-10-29 | Hans 8202 Bad Aibling Ribbert | Fundament in setzungsempfindlichem Baugrund, insbesondere für einen Damm |
US4954017A (en) * | 1980-11-10 | 1990-09-04 | The Curators Of The University Of Missouri | Expansion bolt and mine roof reinforcement |
US4516883A (en) * | 1983-04-01 | 1985-05-14 | Die-Matic Corporation | Mine roof bolt mounting assembly |
US4601614A (en) * | 1984-02-22 | 1986-07-22 | Lane William L | Rockbolt |
US4640362A (en) * | 1985-04-09 | 1987-02-03 | Schellstede Herman J | Well penetration apparatus and method |
DE4018703C1 (en) * | 1990-06-12 | 1991-08-01 | Johannes Radtke | Improved cable anchor - includes several laminations and has fixing at end towards bottom of bore hole |
DE19503122B4 (de) * | 1995-02-01 | 2004-07-22 | Ibi Anker Gmbh | Injektionsanker |
AU726332B2 (en) | 1996-11-12 | 2000-11-02 | Alwag Tunnelausbau Gesellschaft Mbh | Process and device for simultaneously drilling and lining a hole |
US6199633B1 (en) * | 1999-08-27 | 2001-03-13 | James R. Longbottom | Method and apparatus for intersecting downhole wellbore casings |
-
1999
- 1999-10-04 AT AT99948589T patent/ATE245762T1/de active
- 1999-10-04 AU AU61812/99A patent/AU6181299A/en not_active Abandoned
- 1999-10-04 PT PT99948589T patent/PT1119687E/pt unknown
- 1999-10-04 ES ES99948589T patent/ES2204156T3/es not_active Expired - Lifetime
- 1999-10-04 WO PCT/AT1999/000237 patent/WO2000020724A1/fr active IP Right Grant
- 1999-10-04 CN CNB998117757A patent/CN1187515C/zh not_active Expired - Fee Related
- 1999-10-04 TR TR2001/00907T patent/TR200100907T2/xx unknown
- 1999-10-04 CA CA002346212A patent/CA2346212A1/fr not_active Abandoned
- 1999-10-04 EP EP99948589A patent/EP1119687B1/fr not_active Expired - Lifetime
- 1999-10-04 PL PL99347033A patent/PL190476B1/pl not_active IP Right Cessation
- 1999-10-04 MY MYPI99004267A patent/MY124340A/en unknown
- 1999-10-04 KR KR1020017004341A patent/KR100551507B1/ko not_active IP Right Cessation
- 1999-10-04 DE DE59906378T patent/DE59906378D1/de not_active Expired - Lifetime
- 1999-10-04 JP JP2000574808A patent/JP3990538B2/ja not_active Expired - Fee Related
- 1999-10-04 ZA ZA200102211A patent/ZA200102211B/en unknown
- 1999-10-04 CZ CZ20011208A patent/CZ299258B6/cs not_active IP Right Cessation
-
2001
- 2001-04-02 HR HR20010245A patent/HRP20010245B1/xx not_active IP Right Cessation
- 2001-04-04 US US09/824,698 patent/US6397957B2/en not_active Expired - Fee Related
-
2002
- 2002-05-13 HK HK02103575.5A patent/HK1041913B/zh not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
US20010013427A1 (en) | 2001-08-16 |
CZ299258B6 (cs) | 2008-05-28 |
CZ20011208A3 (cs) | 2002-06-12 |
KR100551507B1 (ko) | 2006-02-13 |
CN1322273A (zh) | 2001-11-14 |
US6397957B2 (en) | 2002-06-04 |
HRP20010245A2 (en) | 2002-04-30 |
HRP20010245B1 (en) | 2005-08-31 |
PL190476B1 (pl) | 2005-12-30 |
CA2346212A1 (fr) | 2000-04-13 |
MY124340A (en) | 2006-06-30 |
ES2204156T3 (es) | 2004-04-16 |
HK1041913B (zh) | 2005-09-02 |
EP1119687A1 (fr) | 2001-08-01 |
AU6181299A (en) | 2000-04-26 |
ATE245762T1 (de) | 2003-08-15 |
JP3990538B2 (ja) | 2007-10-17 |
TR200100907T2 (tr) | 2001-08-21 |
CN1187515C (zh) | 2005-02-02 |
DE59906378D1 (de) | 2003-08-28 |
HK1041913A1 (en) | 2002-07-26 |
PL347033A1 (en) | 2002-03-11 |
PT1119687E (pt) | 2003-11-28 |
WO2000020724A1 (fr) | 2000-04-13 |
KR20010080014A (ko) | 2001-08-22 |
ZA200102211B (en) | 2001-11-14 |
JP2002526703A (ja) | 2002-08-20 |
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