EP0338388A3 - Tensionable earth anchor - Google Patents

Tensionable earth anchor Download PDF

Info

Publication number
EP0338388A3
EP0338388A3 EP89106428A EP89106428A EP0338388A3 EP 0338388 A3 EP0338388 A3 EP 0338388A3 EP 89106428 A EP89106428 A EP 89106428A EP 89106428 A EP89106428 A EP 89106428A EP 0338388 A3 EP0338388 A3 EP 0338388A3
Authority
EP
European Patent Office
Prior art keywords
tensionable
earth anchor
tension members
anchor
distance
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
EP89106428A
Other languages
German (de)
Other versions
EP0338388B1 (en
EP0338388A2 (en
Inventor
Ernst Dipl.-Ing. Reichert
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.)
TGB TECHNOGRUNDBAU GMBH
Original Assignee
TGB TECHNOGRUNDBAU 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 TGB TECHNOGRUNDBAU GmbH filed Critical TGB TECHNOGRUNDBAU GmbH
Priority to AT89106428T priority Critical patent/ATE75510T1/en
Publication of EP0338388A2 publication Critical patent/EP0338388A2/en
Publication of EP0338388A3 publication Critical patent/EP0338388A3/en
Application granted granted Critical
Publication of EP0338388B1 publication Critical patent/EP0338388B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)
  • Catalysts (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

The tensionable earth anchor (1) has several tension members (3, 3') of bunched bars or strands. These tension members (3, 3') are arranged close together by means of spacers at such a distance from one another that the injected, hardening structural material can also pass through transversely to the longitudinal axis of the anchor (1). A spiral (6) is put on at least one of the tension members (3) for holding them at a distance apart. <IMAGE>
EP19890106428 1988-04-20 1989-04-11 Tensionable earth anchor Expired - Lifetime EP0338388B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89106428T ATE75510T1 (en) 1988-04-20 1989-04-11 TENSIONABLE GROUND ANCHOR.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3813283 1988-04-20
DE3813283A DE3813283A1 (en) 1988-04-20 1988-04-20 TENSIBLE THANKS

Publications (3)

Publication Number Publication Date
EP0338388A2 EP0338388A2 (en) 1989-10-25
EP0338388A3 true EP0338388A3 (en) 1990-05-30
EP0338388B1 EP0338388B1 (en) 1992-04-29

Family

ID=6352472

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19890106428 Expired - Lifetime EP0338388B1 (en) 1988-04-20 1989-04-11 Tensionable earth anchor

Country Status (3)

Country Link
EP (1) EP0338388B1 (en)
AT (1) ATE75510T1 (en)
DE (2) DE3813283A1 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2101916A5 (en) * 1970-08-21 1972-03-31 Dyckerhoff & Widmann Ag
DE3234246A1 (en) * 1982-09-15 1984-03-15 Ulrich Dr.Ing. e.h. Dr.Ing. 8000 München Finsterwalder Cable, in particular for cable-stayed bridges of reinforced concrete
WO1985005394A1 (en) * 1984-05-17 1985-12-05 Friedrich Bodner Reinforcement element based on steel parts for prestressed concrete constructions and prefabricated prestressed concrete elements

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1813627C3 (en) * 1968-12-10 1976-09-16 Gerhard Dipl Ing Kuelessa HOT ROLLED CONCRETE REINFORCEMENT OR ANCHOR BAR
DE2430170C3 (en) * 1974-06-24 1979-10-11 Philipp Holzmann Ag, 6000 Frankfurt Tendon made of high tensile strength steel for prestressed concrete components or structures
DE3431211A1 (en) * 1984-08-24 1986-03-06 Stump Bohr Gmbh, 8045 Ismaning Multi-steel anchor
DE3529001A1 (en) * 1985-08-13 1987-02-26 Dyckerhoff & Widmann Ag Method for installing a spiral of steel wire in a tubular hollow space, e.g. a sheath

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2101916A5 (en) * 1970-08-21 1972-03-31 Dyckerhoff & Widmann Ag
DE3234246A1 (en) * 1982-09-15 1984-03-15 Ulrich Dr.Ing. e.h. Dr.Ing. 8000 München Finsterwalder Cable, in particular for cable-stayed bridges of reinforced concrete
WO1985005394A1 (en) * 1984-05-17 1985-12-05 Friedrich Bodner Reinforcement element based on steel parts for prestressed concrete constructions and prefabricated prestressed concrete elements

Also Published As

Publication number Publication date
EP0338388B1 (en) 1992-04-29
DE3813283A1 (en) 1989-11-09
ATE75510T1 (en) 1992-05-15
EP0338388A2 (en) 1989-10-25
DE58901261D1 (en) 1992-06-04

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