ATE1554T1 - ROCK ANCHORS, METHOD OF MAKING THE ROCK ANCHORS AND AN ANTI-CORROSION PIPE USABLE IN THIS METHOD. - Google Patents

ROCK ANCHORS, METHOD OF MAKING THE ROCK ANCHORS AND AN ANTI-CORROSION PIPE USABLE IN THIS METHOD.

Info

Publication number
ATE1554T1
ATE1554T1 AT79301094T AT79301094T ATE1554T1 AT E1554 T1 ATE1554 T1 AT E1554T1 AT 79301094 T AT79301094 T AT 79301094T AT 79301094 T AT79301094 T AT 79301094T AT E1554 T1 ATE1554 T1 AT E1554T1
Authority
AT
Austria
Prior art keywords
sleeve
anchor
rock anchors
making
cap
Prior art date
Application number
AT79301094T
Other languages
German (de)
Inventor
John Vincent Brown
Original Assignee
Fosroc International Limited
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=10498010&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=ATE1554(T1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Fosroc International Limited filed Critical Fosroc International Limited
Application granted granted Critical
Publication of ATE1554T1 publication Critical patent/ATE1554T1/en

Links

Classifications

    • 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
    • E21D20/00Setting anchoring-bolts
    • E21D20/02Setting anchoring-bolts with provisions for grouting
    • 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
    • E21D21/0013Protection against corrosion

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)
  • Rock Bolts (AREA)
  • Gloves (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

A method of making on site, a ground anchor comprising an anchor element (9) having a corrosion proof sleeve (1) secured to an end portion of the element, comprises locating a number of lengths of the sleeve (1) about the end portion of the element (9), applying a cap (11) to the end of the sleeve, and supplying a self-setting composition via the cap into an annular clearance (15) between the sleeve (1) and the element (9). The cap (11) may be left in place to seal the end of the anchor and to protect the anchor during insertion into a borehole. The sleeve (1) preferably comprises an outer layer of plastics, an intermediante layer of set filler and an inner layer of metal. The invention includes the sleeved anchor element and the sleeve lengths themselves.
AT79301094T 1978-06-17 1979-06-08 ROCK ANCHORS, METHOD OF MAKING THE ROCK ANCHORS AND AN ANTI-CORROSION PIPE USABLE IN THIS METHOD. ATE1554T1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB7827190 1978-06-17
EP79301094A EP0006703B1 (en) 1978-06-17 1979-06-08 Ground anchor, method of making a ground anchor and corrosion-proof sleeve for use in said method

Publications (1)

Publication Number Publication Date
ATE1554T1 true ATE1554T1 (en) 1982-09-15

Family

ID=10498010

Family Applications (1)

Application Number Title Priority Date Filing Date
AT79301094T ATE1554T1 (en) 1978-06-17 1979-06-08 ROCK ANCHORS, METHOD OF MAKING THE ROCK ANCHORS AND AN ANTI-CORROSION PIPE USABLE IN THIS METHOD.

Country Status (7)

Country Link
EP (1) EP0006703B1 (en)
JP (1) JPS557393A (en)
AT (1) ATE1554T1 (en)
BR (1) BR7903733A (en)
DE (1) DE2963669D1 (en)
ES (1) ES481592A1 (en)
ZA (1) ZA792992B (en)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4400113A (en) * 1980-06-13 1983-08-23 Ingersol-Rand Company Friction rock stabilizer and a method of isolating the same from a bore surface
JPS58150622A (en) * 1982-03-01 1983-09-07 Katsumoto Ueda Injection of grout for corrosion-preventive anchor body
JPS60110381A (en) * 1983-11-20 1985-06-15 Sumitomo Electric Ind Ltd Method for inhibiting corrosion of pc steel material and ps anchor
JPS63130821A (en) * 1986-11-20 1988-06-03 Taisei Corp Structure of anchor cable
CH666932A5 (en) * 1987-02-19 1988-08-31 Bau Box Ewiag TENSION OR PRESSURE BAR TO CONNECT TWO CONCRETE PARTS.
JPH0211839U (en) * 1988-07-06 1990-01-25
WO2012162472A1 (en) 2011-05-26 2012-11-29 Syngenta Participations Ag Stabilized biocontrol water dispersible granules
CN103758549B (en) * 2014-01-09 2016-09-28 中国矿业大学 Anchor prestressing force full-length anchorage support method after a kind of first filling based on ointment material
CN106351220A (en) * 2016-11-02 2017-01-25 洛阳中岩工程材料有限公司 High-efficiency connecting sleeve for large-diameter anchor rods
GB2566253A (en) * 2017-07-28 2019-03-13 Shire Structures Ltd Improved foundation pin
WO2024008807A1 (en) 2022-07-08 2024-01-11 Bayer Aktiengesellschaft Solid formulation of insecticidal mixtures having particularly good dispersion properties

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3641772A (en) * 1970-06-04 1972-02-15 Losinger Ag Rock anchor
DE2039109C3 (en) * 1970-08-06 1978-03-02 Dyckerhoff & Widmann Ag, 8000 Muenchen Use of a flushing agent line with outlet openings to limit the anchoring distance of a grouted anchor
DE2101236A1 (en) * 1971-01-12 1972-08-17 Bauer, Karlheinz, Dipl.-Ing. Dr.-Ing., 8898 Schrobenhausen Corrosion-protected tie rods for anchoring components in the ground as well as a method for producing tension anchors with corrosion-protected tie rods
GB1382054A (en) * 1971-05-20 1975-01-29 Fosroc Ag Fixing bolts in blind holes
CH585820A5 (en) * 1974-12-24 1977-03-15 Stump Bohr Ag
DE2511863C3 (en) * 1975-03-18 1980-01-03 Dyckerhoff & Widmann Ag, 8000 Muenchen Corrosion-protected tension member for a prestressed grouting anchor
FR2335319A1 (en) * 1975-12-19 1977-07-15 Intrafor Cofor Prestressed cable termination assembly - has pressure filled grout injection with overfill passed into outside header to allow liquid separation
DE2624559C2 (en) * 1976-06-01 1985-09-05 Gebirgssicherung GmbH, Salzburg Mountain anchor
DE2637676A1 (en) * 1976-08-20 1978-02-23 Stump Bohr Gmbh Tension rod for building components in ground - has insulating material covered screw thread protecting it against corrosion
DE2707238C3 (en) * 1977-02-19 1979-07-12 Dyckerhoff & Widmann Ag, 8000 Muenchen Corrosion-protected tension member for a prestressable anchor in solid rock
FR2397492A1 (en) * 1977-07-13 1979-02-09 Soletanche ANCHORING DEVICE IN THE GROUND BY MEANS OF A REINFORCEMENT OR TENSIONER INSULATED FROM THE GROUND

Also Published As

Publication number Publication date
DE2963669D1 (en) 1982-11-04
ZA792992B (en) 1980-06-25
BR7903733A (en) 1980-04-15
JPS557393A (en) 1980-01-19
ES481592A1 (en) 1980-02-16
EP0006703B1 (en) 1982-09-15
EP0006703A1 (en) 1980-01-09

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Legal Events

Date Code Title Description
UEP Publication of translation of european patent specification
REN Ceased due to non-payment of the annual fee
RVE Rejection due to an opposition filed with the epo