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EP0006085B1 - Verfahren zur Herstellung von Ankerstäben oder Ankerdrähten sowie Anwendung derselben für Erd- und Felsanker - Google Patents

Verfahren zur Herstellung von Ankerstäben oder Ankerdrähten sowie Anwendung derselben für Erd- und Felsanker Download PDF

Info

Publication number
EP0006085B1
EP0006085B1 EP79890009A EP79890009A EP0006085B1 EP 0006085 B1 EP0006085 B1 EP 0006085B1 EP 79890009 A EP79890009 A EP 79890009A EP 79890009 A EP79890009 A EP 79890009A EP 0006085 B1 EP0006085 B1 EP 0006085B1
Authority
EP
European Patent Office
Prior art keywords
cold
steel
anchoring
wires
rods
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
Application number
EP79890009A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0006085A1 (de
Inventor
Reinhart Dipl.Ing.Dr. Schossmann
Alfred Dipl.Ing.Dr. Moser
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.)
Voestalpine Stahl Donawitz GmbH
Original Assignee
Voestalpine AG
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 Voestalpine AG filed Critical Voestalpine AG
Publication of EP0006085A1 publication Critical patent/EP0006085A1/de
Application granted granted Critical
Publication of EP0006085B1 publication Critical patent/EP0006085B1/de
Expired 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
    • E21D21/0006Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by the bolt material
    • CCHEMISTRY; METALLURGY
    • C21METALLURGY OF IRON
    • C21DMODIFYING THE PHYSICAL STRUCTURE OF FERROUS METALS; GENERAL DEVICES FOR HEAT TREATMENT OF FERROUS OR NON-FERROUS METALS OR ALLOYS; MAKING METAL MALLEABLE, e.g. BY DECARBURISATION OR TEMPERING
    • C21D7/00Modifying the physical properties of iron or steel by deformation
    • C21D7/02Modifying the physical properties of iron or steel by deformation by cold working
    • C21D7/10Modifying the physical properties of iron or steel by deformation by cold working of the whole cross-section, e.g. of concrete reinforcing bars
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/76Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • 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
    • E21D21/006Anchoring-bolts made of cables or wires

Definitions

  • the invention now seeks to provide a method for producing anchor rods or anchor wires of the type mentioned at the outset, which are distinguished by high corrosion resistance and strength properties corresponding to the intended use.
  • the method according to the invention is essentially characterized in that rods or wires made of rustproof austenitic or ferritic steel are cold-hardened, preferably cold-wounded, cold-rolled, cold, in order to achieve a yield strength ratio R P 0.2 / R m of at least 0.7 embossed or cold stretched, after which any heat treatment is avoided after the cold forming.
  • Rods or wires made of stainless austenitic or ferritic steel have not previously been strain hardened in a way that makes them appear suitable for ground anchors or rock anchors.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Chemical & Material Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Organic Chemistry (AREA)
  • Metallurgy (AREA)
  • Materials Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Heat Treatment Of Steel (AREA)
  • Metal Extraction Processes (AREA)
EP79890009A 1978-05-31 1979-05-30 Verfahren zur Herstellung von Ankerstäben oder Ankerdrähten sowie Anwendung derselben für Erd- und Felsanker Expired EP0006085B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT3962/78 1978-05-31
AT0396278A AT371840B (de) 1978-05-31 1978-05-31 Verfahren zur herstellung von ankerstaeben oder ankerdraehten

Publications (2)

Publication Number Publication Date
EP0006085A1 EP0006085A1 (de) 1979-12-12
EP0006085B1 true EP0006085B1 (de) 1981-09-16

Family

ID=3557778

Family Applications (1)

Application Number Title Priority Date Filing Date
EP79890009A Expired EP0006085B1 (de) 1978-05-31 1979-05-30 Verfahren zur Herstellung von Ankerstäben oder Ankerdrähten sowie Anwendung derselben für Erd- und Felsanker

Country Status (5)

Country Link
EP (1) EP0006085B1 (da)
JP (1) JPS54158364A (da)
AT (1) AT371840B (da)
DE (1) DE2960819D1 (da)
DK (1) DK151571C (da)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3320460C1 (de) * 1983-06-07 1984-10-18 Thyssen Industrie Ag, 4300 Essen Nachgiebiger Gebirgsanker
FR2725730A1 (fr) * 1994-10-12 1996-04-19 Michelin & Cie Fil en acier inoxydable pour renforcer le sommet des enveloppes de pneumatiques
JP7029544B2 (ja) * 2018-05-23 2022-03-03 ファ,マンチャオ Npr非磁性ロックボルト鋼材料及びその生産方法

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1087151B (de) * 1954-10-06 1960-08-18 Kloeckner Huettenwerk Haspe Ag Verwendung von Draehten oder Staeben aus Thomasstahl zur Herstellung von Betonbewehrungsmatten
DE1533992A1 (de) * 1967-05-16 1970-02-19 Rehm Gallus Verfahren zur Erhoehung der Elastizitaetsgrenze,der Streckgrenze und gegebenenfalls der Bruchfestigkeit von Stahl durch Kaltverformung
DE1908951A1 (de) * 1969-02-22 1970-09-03 Gruen & Bilfinger Ag Erdanker
CH509476A (de) * 1969-06-09 1971-06-30 Losinger Ag Fels- oder Alluvialanker und Verfahren zu dessen Herstellung
BE795928A (fr) * 1970-04-27 1973-06-18 Celtite Sa Perfectionnements aux tiges de scellement
DE2616599C3 (de) * 1976-04-13 1987-01-22 Mannesmann AG, 4000 Düsseldorf Verwendung eines hochlegierten Stahles zum Herstelen von hochfesten, gegen Sauergaskorrosion beständigen Gegenständen

Also Published As

Publication number Publication date
JPS54158364A (en) 1979-12-14
DK225379A (da) 1979-12-01
AT371840B (de) 1983-08-10
EP0006085A1 (de) 1979-12-12
ATA396278A (de) 1982-12-15
DK151571B (da) 1987-12-14
JPS5742691B2 (da) 1982-09-10
DE2960819D1 (en) 1981-12-03
DK151571C (da) 1988-07-18

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