WO2003093644A1 - Verfahren zum herstellen eines bergbaumetalldübels - Google Patents
Verfahren zum herstellen eines bergbaumetalldübels Download PDFInfo
- Publication number
- WO2003093644A1 WO2003093644A1 PCT/EP2003/004279 EP0304279W WO03093644A1 WO 2003093644 A1 WO2003093644 A1 WO 2003093644A1 EP 0304279 W EP0304279 W EP 0304279W WO 03093644 A1 WO03093644 A1 WO 03093644A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- notches
- dowel
- mining metal
- mining
- flat material
- Prior art date
Links
- 239000002184 metal Substances 0.000 title claims abstract description 37
- 238000005065 mining Methods 0.000 title claims abstract description 36
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 15
- 239000000463 material Substances 0.000 claims abstract description 32
- 238000005097 cold rolling Methods 0.000 claims abstract description 4
- 238000000034 method Methods 0.000 claims description 10
- 238000007493 shaping process Methods 0.000 claims 1
- 239000011435 rock Substances 0.000 abstract description 19
- 239000000853 adhesive Substances 0.000 description 9
- 230000001070 adhesive effect Effects 0.000 description 9
- 238000005452 bending Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000012790 adhesive layer Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
- 239000011343 solid material Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/496—Multiperforated metal article making
Definitions
- the present invention relates to a method for producing a mining metal anchor with notches made on the outside, according to the preamble of patent claim 1.
- a sleeve for self-drilling dowels and a method for producing the sleeve are known from German Offenlegungsschrift 2 103 132 A.
- a sleeve made of flat material is disclosed.
- the flat material is rolled to length.
- the flat material and the sleeve formed therefrom have serrations at least at one end.
- This sleeve is driven into a tunnel contained in a mountain into the mountain itself.
- the jagged end is priced open via a cone. This connects the sleeve to the rock.
- US 38 37 258 A discloses a method for strengthening a rock formation with mining anchors.
- a sleeve is also disclosed which has a C-profile.
- the sleeve is not closed. Large voltage peaks can therefore be poorly absorbed.
- a rock anchor is known from German publication DE 100 17 750 A1.
- a fastening element for use in mining and / or tunnel construction is disclosed.
- the fastening element has a receiving body that is provided with a drill head at one end and has an attacking means at the opposite end.
- the receiving body has a longitudinal bore in which a solder mass is arranged.
- the end region of the fastening element facing away from the setting direction has at least one through hole.
- a mixing device is arranged between the mortar mass and the through-hole and mixes the individual components of the mortar mass from the outlet through the through-hole during the setting process.
- the rock anchor construction is complex. The provision of a mixing device, for example, unfortunately keeps the production costs high.
- An active support threshold for the pit expansion in longwall and stretch is disclosed.
- An active support threshold which can be used for underground mining and which is disclosed therein consists of a hollow body, the wall of which consists entirely or partially of sheet metal. By filling, in particular water, the hollow body is inflated so that it can fill a cavity or breakout into which it has not previously been inserted or inserted in the uninflated state.
- the individual hollow bodies are provided with coupling parts in order to be able to connect them to one another or to the rock or to the expansion so that they remain in the predetermined position even during the setting process.
- these inflatable hollow bodies made of sheet metal are not particularly durable in the mountains or massifs. Or the remaining of the support sleepers or the metal anchors is particularly crucial for the longevity of a tunnel, for example, in which the support elements are used.
- Metal dowels are also known for use in mining.
- the dowels used so far consist of solid material and are driven into the rock during mining after drilling a hole. These dowels ensure that a tunnel driven into the mountain does not collapse.
- an additional medium e.g. an adhesive, additional protection against collapse of the stud is guaranteed.
- the hole for inserting the dowel does not need to be drilled in a separate operation, i.e. it can be drilled with the dowel itself. With such a dowel, the hole can also be drilled if a drill bit is placed on the dowel. The rock can be sucked through the dowel in the invention.
- a closed tubular profile can be easily accomplished. Because the tube profile is closed, no adhesive can escape at the seam when it is pressed into the tube. This enables a high pressure build-up of the adhesive in the pipe.
- the notches have a longitudinal direction that is arranged orthogonally or at an angle to a longitudinal axis of the pipe, a high coefficient of friction and adhesion between the dowel and rock can result. This ensures good securing of the dowel against falling out and / or slipping of the dowel out of the rock in this exemplary embodiment.
- Another embodiment shows a particular advantage in the life of the anchor in the rock.
- it can be particularly advantageous if the notches are arranged in rows parallel to the longitudinal axis of the dowel.
- the notches are arranged in rows, simple manufacture of the dowel can be achieved in this exemplary embodiment, since the tool which creates the notches has to penetrate into the workpiece, the mining metal dowel, as required. If the notches are arranged in a row at the same distance from each other, the tool can be easily assembled on the one hand and after installing the dowel in the rock, the force is distributed evenly. This helps to save costs and to achieve a long service life.
- This object is achieved in that a flat material is provided with notches and is deformed into a tube by means of cold rolling. This enables simple manufacture.
- the hole for inserting the dowel does not need to be drilled in a separate operation, i.e. it can be drilled with the dowel itself. With such a dowel, the hole can also be drilled if a drill bit is placed on the dowel. The rock can be sucked through the dowel in the invention.
- a closed tubular profile can be easily accomplished. Because the tube profile is closed, no adhesive can escape at the seam when it is pressed into the tube. This enables a high pressure build-up of the adhesive in the pipe. If the notches have a longitudinal direction which is arranged orthogonally or at an angle to a longitudinal axis of the tube, a high coefficient of friction and adhesion between the dowel and rock can result
- Another embodiment shows a particular advantage in the life of the anchor in the rock.
- it can be particularly advantageous if the notches are arranged in rows parallel to the longitudinal axis of the dowel.
- the notches are arranged in rows, simple manufacture of the dowel can be achieved in this exemplary embodiment, since the tool which creates the notches has to penetrate into the workpiece, the mining metal dowel, as required.
- the tool can be easily assembled on the one hand and after installing the dowel in the rock, there is an even distribution of force. This helps to save costs and to achieve a long service life.
- the notches in one row are offset in height from the notches in at least one other row.
- a particularly load-bearing and resilient adhesive layer results between the dowel and the rock.
- the notches all have the same shape, one and the same tool can be used to produce the notches in the mining metal dowel. This can minimize manufacturing costs. Only one tool is needed. However, several tools of the same type can be kept in stock in order to achieve short downtimes. If all the notches are the same length, the tool is always of the same length in the manufacture of the notches. As a result, the degree of wear of the tool can be clearly determined, which considerably simplifies precise control of the downtimes and maintenance times for the tool.
- the notches have a triangular cross section, the tip of the triangle directed into the interior of the dowel being rounded.
- a tool designed in this way for producing the notches is particularly simple to manufacture and extremely durable. This can minimize maintenance costs in the manufacture of the dowel.
- Fig. 6 is a perspective view of the mining metal anchor
- FIG. 7 shows a notch from FIG. 6 in a detailed view.
- a flat material 14 can be seen in FIG. 1.
- the notches 2 are introduced into the flat material 14.
- the notches 2 are arranged in rows 5, 5a, 6 and 6a. It can be seen that the height of the notches 2 varies in height from row to row.
- the height of the notches 2 is defined parallel to the longitudinal axis 11 of the flat material 14.
- the shape and length of the notches 2 are the same in all rows 5, 5a, 6 and 6a.
- the notches 2 are worked into the flat material 14 with a tool.
- the flat material 14 is a metal sheet.
- the longitudinal sides 7 and 8 of the flat material 14 run parallel to the longitudinal axis 11 of the flat material 14.
- the notches 2 run transversely to the longitudinal axis 11.
- FIG. 2 shows a cross section through the flat material 14 along the line II from FIG. 1.
- the flat material 14 is closed on both sides by the long sides 7 and 8 of the flat material 14.
- a notch 2 of row 5 can be seen in this figure.
- a flank 9 and a flank 10 which was worked into the flat material 14 by a tool, can also be seen. It can also be seen that the flanks 9 and 10 have an angle to the long side 8 and 9 that is at most 90 °.
- FIG 3 shows a next processing step by which the flat material 14 is bent in such a way that there is a rounding and the notch 2 lies on the outside of the flat material.
- the mining metal dowel shows the mining metal dowel 1 with notches 2 which are arranged in rows 5, 5a, 6 and 6a.
- the mining metal dowel is made of a flat material made of sheet metal into a tube with a round cross-section.
- the longitudinal sides 7 and 8 are bent together in such a way that they are connected to one another via a weld seam 3.
- the longitudinal axis 11 runs centrally through the center of the mining metal anchor 1.
- a notch 2 is shown in a plan view.
- the notch 2 is embedded in the mining metal dowel 1.
- the notch 2 has a triangular cross section, the tip of the triangle engaging in the flat material being rounded.
- the notch 2 has a flank 9 and a flank 10.
- the flanks 9 and 10 are slightly inclined in relation to the surface of the mining metal dowel 1.
- the flanks 9 and 10 have a right angle to the surface of the mining metal anchor 1.
- the notches 2 have different lengths.
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)
- Earth Drilling (AREA)
- Adornments (AREA)
- Forging (AREA)
- Manufacture Of Metal Powder And Suspensions Thereof (AREA)
- Manufacture Of Alloys Or Alloy Compounds (AREA)
- Metal Extraction Processes (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
Claims
Priority Applications (7)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP03720524A EP1499792B1 (de) | 2002-04-29 | 2003-04-24 | Verfahren zum herstellen eines bergbaumetalldübels |
AU2003224123A AU2003224123B2 (en) | 2002-04-29 | 2003-04-24 | Method for production of a mining metal plug |
CA002484939A CA2484939C (en) | 2002-04-29 | 2003-04-24 | Method for production of a mining metal plug |
DK03720524T DK1499792T3 (da) | 2002-04-29 | 2003-04-24 | Fremgangsmåde til fremstilling af en metaldybel til minedrift |
DE50305492T DE50305492D1 (de) | 2002-04-29 | 2003-04-24 | Verfahren zum herstellen eines bergbaumetalldübels |
SI200330621T SI1499792T1 (sl) | 2002-04-29 | 2003-04-24 | Postopek za izdelavo rudarskega kovinskega moznika |
US10/512,769 US20060150411A1 (en) | 2002-04-29 | 2003-04-24 | Method for production of a mining metal plug |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10219155A DE10219155C1 (de) | 2002-04-29 | 2002-04-29 | Bergbaumetalldübel |
DE10219155.7 | 2002-05-29 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2003093644A1 true WO2003093644A1 (de) | 2003-11-13 |
Family
ID=29285038
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2003/004279 WO2003093644A1 (de) | 2002-04-29 | 2003-04-24 | Verfahren zum herstellen eines bergbaumetalldübels |
Country Status (11)
Country | Link |
---|---|
US (1) | US20060150411A1 (de) |
EP (1) | EP1499792B1 (de) |
AT (1) | ATE343709T1 (de) |
AU (1) | AU2003224123B2 (de) |
CA (1) | CA2484939C (de) |
DE (2) | DE10219155C1 (de) |
DK (1) | DK1499792T3 (de) |
ES (1) | ES2274226T3 (de) |
PT (1) | PT1499792E (de) |
WO (1) | WO2003093644A1 (de) |
ZA (1) | ZA200408748B (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2013186284A1 (de) * | 2012-06-12 | 2013-12-19 | H + T Handel Und Technik Berwald Gmbh & Co. Kg | Ankerelemente und verfahren zur herstellung von ankerelementen |
Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2804797A (en) * | 1954-06-23 | 1957-09-03 | Super Grip Anchor Bolt Company | Tubular, pronged reinforcing member for rock strata |
DE2103132A1 (de) | 1971-01-23 | 1972-08-03 | Brueckl Technik Ges F Tech Erz | Hülse für Selbstbohrdübel und Verfahren zur Herstellung der Hülse |
US3837258A (en) | 1970-02-03 | 1974-09-24 | C Williams | Rock bolts |
FR2559207A1 (fr) * | 1984-02-03 | 1985-08-09 | Ars Forges Boulonneries | Boulon de soutenement |
EP0366337A1 (de) * | 1988-10-19 | 1990-05-02 | Stelco Inc. | Rohrförmiger Gebirgsanker |
DE4343313A1 (de) | 1992-12-23 | 1994-07-14 | Langerbein Scharf Gmbh & Co Kg | Aktive Stützschwelle für den Grubenausbau in Streb und Strecke |
US5441372A (en) * | 1993-05-05 | 1995-08-15 | Premetalco, Inc. | Rock bolt shell and cone |
WO1996021087A1 (de) * | 1995-01-06 | 1996-07-11 | H. Weidmann Ag | Ankerstab für einen bohr-injektionsanker |
WO1999050531A1 (en) * | 1998-03-30 | 1999-10-07 | Craig John Smith | A friction rock stabilizer |
DE10017750A1 (de) | 2000-04-10 | 2001-10-11 | Hilti Ag | Gebirgsanker |
WO2002088523A1 (de) * | 2001-04-26 | 2002-11-07 | Techmo Entwicklungs- Und Vertriebs Gmbh | Verfahren und vorrichtung zum bohren eines loches und zum festlegen einer verankerung in einem bohrloch |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US846482A (en) * | 1905-06-19 | 1907-03-12 | Mahlon E Layne | Method of forming perforated tubes and screens. |
US1995398A (en) * | 1934-05-07 | 1935-03-26 | Edward L Rainboth | Survey plug |
US2704882A (en) * | 1949-12-19 | 1955-03-29 | Kenneth T Snow | Method of making toothed devices |
US3918626A (en) * | 1971-12-30 | 1975-11-11 | Olin Corp | Method of fabricating patterned tubing from metallic strip |
US4089478A (en) * | 1977-01-26 | 1978-05-16 | Kenwood Manufacturing Company Limited | Seed mill |
US4628721A (en) * | 1984-05-16 | 1986-12-16 | Kaiser Steel Corporation | Method of roll forming cylindrical pipe |
DE3438395C1 (de) * | 1984-10-19 | 1986-04-10 | Ulrich Dr.-Ing. e.h. Dipl.-Ing. 4000 Düsseldorf Petersen | Verfahren zum Herstellen nahtloser Stahlrohre grossen Durchmessers |
US4684294A (en) * | 1986-01-15 | 1987-08-04 | Neill Raymond J O | Retaining wall construction element |
JPS62292282A (ja) * | 1986-06-11 | 1987-12-18 | Kawasaki Heavy Ind Ltd | 溶接管製造方法 |
US5216811A (en) * | 1990-09-10 | 1993-06-08 | Steel Parts Corporation | Method for forming a bushing |
US5246655A (en) * | 1991-04-30 | 1993-09-21 | The Young Industries, Inc. | Method of making thermoplastic valve rotors |
US5494209A (en) * | 1992-12-28 | 1996-02-27 | Olin Corporation | Method for the manufacture of an internally enhanced welded tubing |
US5348213A (en) * | 1992-12-28 | 1994-09-20 | Olin Corporation | Method for the manufacture of internally enhanced welded tubing |
DE4310796C2 (de) * | 1993-04-05 | 1996-01-25 | Reburg Patentverwertungs Gmbh | Spreizanker |
US6055799A (en) * | 1995-10-04 | 2000-05-02 | Universite Laval & Agriculture Et Agro-Alimentaire Canada | Forage conditioning machine |
IT1290040B1 (it) * | 1997-03-07 | 1998-10-19 | Marcegaglia S P A | Metodo per la stabilizzazione di ammassi rocciosi e relativo elemento stabilizzatore |
-
2002
- 2002-04-29 DE DE10219155A patent/DE10219155C1/de not_active Expired - Fee Related
-
2003
- 2003-04-24 ES ES03720524T patent/ES2274226T3/es not_active Expired - Lifetime
- 2003-04-24 DK DK03720524T patent/DK1499792T3/da active
- 2003-04-24 AU AU2003224123A patent/AU2003224123B2/en not_active Ceased
- 2003-04-24 EP EP03720524A patent/EP1499792B1/de not_active Expired - Lifetime
- 2003-04-24 WO PCT/EP2003/004279 patent/WO2003093644A1/de active IP Right Grant
- 2003-04-24 US US10/512,769 patent/US20060150411A1/en not_active Abandoned
- 2003-04-24 DE DE50305492T patent/DE50305492D1/de not_active Expired - Fee Related
- 2003-04-24 CA CA002484939A patent/CA2484939C/en not_active Expired - Fee Related
- 2003-04-24 AT AT03720524T patent/ATE343709T1/de not_active IP Right Cessation
- 2003-04-24 PT PT03720524T patent/PT1499792E/pt unknown
-
2004
- 2004-10-28 ZA ZA200408748A patent/ZA200408748B/en unknown
Patent Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2804797A (en) * | 1954-06-23 | 1957-09-03 | Super Grip Anchor Bolt Company | Tubular, pronged reinforcing member for rock strata |
US3837258A (en) | 1970-02-03 | 1974-09-24 | C Williams | Rock bolts |
DE2103132A1 (de) | 1971-01-23 | 1972-08-03 | Brueckl Technik Ges F Tech Erz | Hülse für Selbstbohrdübel und Verfahren zur Herstellung der Hülse |
FR2559207A1 (fr) * | 1984-02-03 | 1985-08-09 | Ars Forges Boulonneries | Boulon de soutenement |
EP0366337A1 (de) * | 1988-10-19 | 1990-05-02 | Stelco Inc. | Rohrförmiger Gebirgsanker |
DE4343313A1 (de) | 1992-12-23 | 1994-07-14 | Langerbein Scharf Gmbh & Co Kg | Aktive Stützschwelle für den Grubenausbau in Streb und Strecke |
US5441372A (en) * | 1993-05-05 | 1995-08-15 | Premetalco, Inc. | Rock bolt shell and cone |
WO1996021087A1 (de) * | 1995-01-06 | 1996-07-11 | H. Weidmann Ag | Ankerstab für einen bohr-injektionsanker |
WO1999050531A1 (en) * | 1998-03-30 | 1999-10-07 | Craig John Smith | A friction rock stabilizer |
DE10017750A1 (de) | 2000-04-10 | 2001-10-11 | Hilti Ag | Gebirgsanker |
WO2002088523A1 (de) * | 2001-04-26 | 2002-11-07 | Techmo Entwicklungs- Und Vertriebs Gmbh | Verfahren und vorrichtung zum bohren eines loches und zum festlegen einer verankerung in einem bohrloch |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2013186284A1 (de) * | 2012-06-12 | 2013-12-19 | H + T Handel Und Technik Berwald Gmbh & Co. Kg | Ankerelemente und verfahren zur herstellung von ankerelementen |
Also Published As
Publication number | Publication date |
---|---|
ES2274226T3 (es) | 2007-05-16 |
CA2484939A1 (en) | 2003-11-13 |
PT1499792E (pt) | 2007-01-31 |
DE10219155C1 (de) | 2003-12-18 |
ZA200408748B (en) | 2006-07-26 |
EP1499792A1 (de) | 2005-01-26 |
DK1499792T3 (da) | 2007-02-26 |
EP1499792B1 (de) | 2006-10-25 |
DE50305492D1 (de) | 2006-12-07 |
ATE343709T1 (de) | 2006-11-15 |
AU2003224123A1 (en) | 2003-11-17 |
CA2484939C (en) | 2009-06-02 |
AU2003224123B2 (en) | 2006-11-16 |
US20060150411A1 (en) | 2006-07-13 |
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